The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix)

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AP.1 APPENDIX TO PRE-FEASIBILITY STUDY ON BUSWAY EXTENSION PROJECT (CULCULATION OF BUS SHELTER’S DIMENSIONS AND CONSTRUCTION COST BREAK DOWN)

AP1.1 Design Condition in 2007

AP1.1.1 Number of Passengers by Each Bus Loading Facility

Calculation that is to define the dimensions of the bus loading facilities was carried out using

the actual estimated numbers of passengers for Bus Terminal and Transfer Center, and

standardized numbers of passengers for bus stop.

(1) Bus Terminals and Transfer Centers

For Bus Terminals and Bus-to-bus Transfer Centers, numbers of the transferring passengers as

well as boarding/alighting passengers were tabulated in Table AP.1.1.

Table AP1.1 NB of Passengers at Bus Terminal and Transfer Center (daily)

Bus Type NB (1)Bording

(2)Alighting

(3)Transfering

(4)Σ(1)～(3)

Kota Terminal - 37 1,650 1,280 9,380 12,310L.Bulus Terminal Articulated 16 5,900 8,350 0 14,250

PB02 Ragunan Terminal Articulated 4 1,940 1,620 0 3,560PB03 KP. Rambutan Terminal Single 30 9,900 9,350 0 19,250

Kalideres Terminal 27 5,880 4,610 0 10,490P.Gadung Terminal 27 2,430 2,170 0 4,600

01x02x04 Monas Transer Center - 49 618 319 22,315 23,25101x02x04 Harmoni Transer Center - 49 936 949 5,668 7,553

03x04 Senen Transer Center - 57 2,254 2,915 22,230 27,399

Articulated

NB of DailyBording/Alighting/Transfering

Passenger

PB01

PB04

Traffic Volume(Buses/hour)

(2) Bus Stops

The figure AP.1.1 indicates the

distribution of the numbers of boarding

and alighting passengers according to

the result of the demand forecast.

Since there are around 80 bus stops,

design was carried out using 4

standardized numbers of passengers that

were classified by Table AP.1.2,

Table AP1.2 Class of the Bus Stops

.

Boarding AlightingClass-A 0-1000 0-1000Class-B 1000-2000 1000-2000Class-C 2000-3500 2000-3500Class-D 3500-7000 3500-8000

NB of Passengers

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

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0

1,000

2,000

3,000

4,000

5,000

6,000

7,000

8,000

0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000

NB of Boarding Passenger

NB

of A

light

ing

Pass

enge

r

Figure AP1.1 NB of Boarding/Alighting Passengers at Bus Stop (daily)

AP1.2 Size of the Bus Loading facilities

AP1.2.1 Form of Loading Area

In “Highway Capacity Manual”, four different types of bus berths are exhibited as figure

AP.1.2 Liner Type and Sawtooth Type were adopted in this design, since these are easy to

install to the restricted area, such as bus stop along the road.

Figure 1.2 Bus Loading Area Design1

1 Source: “Highway Capacity Manual 2000” Transportation Research Board National Research Council,, USA

A

Class-B

Class-C

Class-D

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It is recognized that the Liner Type is less efficient than other types, so that Sawthooth Type

was adopted when more than three berths would be required.

AP1.2.2 Calculation of Number of Bus Berth

(1) Dwell Time

1) Passenger Volume per Bus Headway

a. Hourly Passenger Volume

Hourly passenger volume was converted from daily volume using following formula.

PFPVPV dailyhourly ×=

Where as;

PVhourly: Hourly passenger volume (shown as ③ in Table AP.1.4 ) PVdaily: Daily passenger volume (shown as ② in Table AP.1.4 ) PF: Peak Factor (0.1)

Peak factor of 10 percent was assumed considering the present condition.

b. Passenger Volume per Bus Headway

Passenger volume per bus headway was calculated by the following formula.

AFBVPVPV hourly ×÷=int

Where as;

PVint: Passenger volume per bus headway (shown as ④ in Table AP.1.4) BV: Hourly bus traffic volume (shown as ① in Table AP.1.4) AF: Proportion of the passenger volume on heavier-direction during the peak hour (0.65)

2) Average dwell time (td)

The results of the calculations are tabulated in Table AP.1.4

In “Transit Capacity and Quality Service Manual”, the time requires for single boarding/

alighting passenger (dwell times) is suggested as per fare condition (Table AP.1.2). Since there

is no available data in Indonesia regarding the dwell time, the times tabulated in Table AP.1.3

were adopted in the study.

The average dwell time for each bus stopping was calculated by multiplying passenger volume

that is built up within the bus interval (shown as ④ in Table AP.1.4) and the tabulated time.

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And in the study, alighting time of 2.0 seconds was used for both boarding and alighting, since

the pre-payment fare system would be adopted.

Table1.3 Required Times for Each Bus Passenger2

Boarding/ Alighting Time（sec）

Remarks

Pre-Payment 2.0 Single Ticket/Token 2.6

Boarding*

Exact Fare 3.0 Alighting 1.7 to 2.0

*Note: Add 0.5 seconds is standees are present on the bus

(2) Number of Bus Berths

The results are tabulated in Table AP. 2.6.

Number of bus berths was set bus traffic volume (shown as ① in Table AP. 2.6) less than bus

berth capacity (shown as ⑦ in Table AP.2.6) multiplied by number of effective loading

area.(Neb; see “3)”)

①≦⑦ x Neb

1) Capacity of Bus Loading Facilities

Capacity of a bus stop was calculated by the following formula.

( )( ) dvadc

ebbbebs tCZtCgtCgNBNB

++==

//600,3

Where as;

Bs: Maximum number of buses per bus stop per hour Neb: Number of effective loading area (see “3)”) Bbb : The number of operating buses per hour (shown as ⑦ in Table AP. 2.6 ) g／C：Ratio of effective green time to a cycle (see “2)”) tc：Clearance time for sequentially arriving buses (15 sec) td：Average dwell time (shown as ⑤ in Table AP. 2.6) Zd：Probability not to emerge bus queues (0.675) Cv：Variation coefficient of stopping time (0.6)

2 Source: ““Transit Capacity and Quality Service Manual” Transportation Research Board National Research Council,, USA

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Table AP.1.4 Calculation Sheet for Dwell Time ③ ④ ⑤

RequiredDwell Time

(sec)

Bus Type NB ①

Bording②

Alighting③

Transfering④

Σ①～③2007

Kota Terminal - 37 1,650 1,280 9,380 12,310 1,231 34 68L.Bulus Terminal Articulated 16 5,900 8,350 0 14,250 1,425 90 180

PB02 Ragunan Terminal Articulated 4 1,940 1,620 0 3,560 356 89 178PB03 KP. Rambutan Terminal Single 30 9,900 9,350 0 19,250 1,925 65 130

Kalideres Terminal 27 5,880 4,610 0 10,490 1,049 39 78P.Gadung Terminal 27 2,430 2,170 0 4,600 460 18 36

01x02x04 Monas Transer Center - 49 618 319 22,315 23,251 2,325 48 9601x02x04 Harmoni Transer Center - 49 936 949 5,668 7,553 755 16 32

03x04 Senen Transer Center - 57 2,254 2,915 22,230 27,399 2,740 49 98Class-A Bus Stop Articulated 16 650 650 0 1,300 130 9 18Class-B Bus Stop Articulated 16 1,300 1,300 0 2,600 260 17 34Class-C Bus Stop Articulated 16 2,275 2,275 0 6,000 600 38 76Class-D Bus Stop Articulated 16 4,550 5,200 0 9,750 975 61 122Class-A Bus Stop Articulated 49 650 650 0 1,300 130 3 6Class-B Bus Stop Articulated 49 1,300 1,300 0 2,600 260 6 12Class-C Bus Stop Articulated 49 2,275 2,275 0 6,000 600 13 26Class-D Bus Stop Articulated 49 4,550 5,200 0 9,750 975 20 40Class-A Bus Stop Articulated 22 650 650 0 1,300 130 6 12Class-B Bus Stop Articulated 22 1,300 1,300 0 2,600 260 12 24Class-C Bus Stop Articulated 22 2,275 2,275 0 6,000 600 28 56Class-D Bus Stop Articulated 22 4,550 5,200 0 9,750 975 45 90Class-A Bus Stop Articulated 6 650 650 0 1,300 130 22 44Class-B Bus Stop Articulated 6 1,300 1,300 0 2,600 260 44 88Class-C Bus Stop Articulated 6 2,275 2,275 0 6,000 600 100 200Class-D Bus Stop Articulated 6 4,550 5,200 0 9,750 975 163 326Class-A Bus Stop Articulated 4 650 650 0 1,300 130 33 66Class-B Bus Stop Articulated 4 1,300 1,300 0 2,600 260 65 130Class-C Bus Stop Articulated 4 2,275 2,275 0 6,000 600 150 300Class-D Bus Stop Articulated 4 4,550 5,200 0 9,750 975 244 488Class-A Bus Stop Single 30 650 650 0 1,300 130 5 10Class-B Bus Stop Single 30 1,300 1,300 0 2,600 260 9 18Class-C Bus Stop Single 30 2,275 2,275 0 6,000 600 20 40Class-D Bus Stop Single 30 4,550 5,200 0 9,750 975 33 66Class-A Bus Stop Single 15 650 650 0 1,300 130 9 18Class-B Bus Stop Single 15 1,300 1,300 0 2,600 260 18 36Class-C Bus Stop Single 15 2,275 2,275 0 6,000 600 40 80Class-D Bus Stop Single 15 4,550 5,200 0 9,750 975 65 130Class-A Bus Stop Articulated 27 650 650 0 1,300 130 5 10Class-B Bus Stop Articulated 27 1,300 1,300 0 2,600 260 10 20Class-C Bus Stop Articulated 27 2,275 2,275 0 6,000 600 23 46Class-D Bus Stop Articulated 27 4,550 5,200 0 9,750 975 37 74

PB04

① ②

Facility'sName

RouteName

PB02-1

PB02-2

PB03-1

PB03-2

PB01(D.M. -K.S.*1)

PB01(Kota - D.M.K.S.-H.I. *2)

PB01

PB04

PB01

Traffic Volume(Buses/hour)

PassengerVolume

perHeadway

PassengerVolume at

Peak1Hour

NB of DailyBording/Alighting/Transfering

Passenger

Articulated

2) Green Time Ratio (g/C)

In the study, green time ratio (shown as ⑥ in Table AP.1.6) was assumed in following

condition.

• g / C = 1.00 : in case of no signalized intersection near the bus loading facility which is

accessed by the pedestrian bridge

• g / C = 0.75 : in case of no signalized intersection near the bus loading facility which is

accessed by the cross-walk with traffic signals

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• g / C = 0.50 : in case of a signalized intersection near the bus loading facility

3) Number of Effective Loading Area (Neb)

The capacity of plural bus berths varies according to the layout of bus berth. As shown in Table

AP.1.5, increasing the number of loading areas at a parallel bus berths has an ever-decreasing

effect on capacity as the number of berths increase because the stopping buses interfere with

other buses.

On the other hand, no decreasing effect is needed to consider in the sawtooth design.

Table 1.5 Effective Loading in case of Parallel Berth (Neb)

On-Line Loading Areas Off-Line Loading Areas Loading Area NB Efficiency

% NB of Cumulative Effective Loading

Areas

Efficiency %

NB of Cumulative Effective Loading

Areas 1 100 1.00 100 1.00 2 85 1.85 85 1.85 3 60 2.45 75 2.60 4 20 2.65 65 3.25 5 5 2.70 50 3.75

Note: On-line values were assumed that buses do not overtake each other.

Table 1.6 Calculation Sheets for Number of Bus Berths

Bus Type NB Parallel[On-Line]

Parallel[Off-Line] Sawtooth

Kota Terminal - 37 68 0.75 15 29 2 2 2 Para(On) 2L.Bulus Terminal Articulated 16 180 1.00 15 13 2 2 2 Para(On) 2

PB02 Ragunan Terminal Articulated 4 178 1.00 15 14 1 1 1 Para(On) 1PB03 KP. Rambutan Terminal Single 30 130 1.00 15 18 2 2 2 Para(On) 2

Kalideres Terminal Articulated 27 78 1.00 15 29 1 1 1 Para(On) 1P.Gadung Terminal 0 27 36 1.00 15 55 1 1 1 Para(On) 1

01x02x04 Monas Transer Center - 49 96 0.75 15 21 3 3 3 Saw 301x02x04 Harmoni Transer Center 49 32 0.75 15 52 1 1 1 Para(On) 1

03x04 Senen Transer Center - 57 98 0.75 15 21 - 4 3 Saw 3

①Traffic Volume(Buses/hour)

PB01

PB04

RouteName

Facility'sName

Bus Berth Configuration⑧ Required NBof Berth by Type

⑥GreenTimeRatio

⑤Required

DwellTime(sec)

LayoutType

NB ofBerth

⑨ AdoptedBerth Design

Clearance TimebetweenBuses

⑦ BusBerth

Capacity(buses/h

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Table 1.6 Calculation Sheets for Number of Bus Berths (Continued)

Bus Type NB Parallel[On-Line]

Parallel[Off-Line] Sawtooth

Class-A Bus Stop Articulated 16 18 1.00 15 89 1 1 1 Para(On) 1Class-B Bus Stop Articulated 16 34 1.00 15 57 1 1 1 Para(On) 1Class-C Bus Stop Articulated 16 76 1.00 15 30 1 1 1 Para(On) 1Class-D Bus Stop Articulated 16 122 1.00 15 19 1 1 1 Para(On) 1Class-A Bus Stop Articulated 16 18 1.00 15 89 1 1 1 Para(On) 1Class-B Bus Stop Articulated 16 34 0.75 15 50 1 1 1 Para(On) 1Class-C Bus Stop Articulated 16 76 0.75 15 26 1 1 1 Para(On) 1Class-D Bus Stop Articulated 16 122 0.75 15 17 1 1 1 Para(On) 1Class-A Bus Stop Articulated 16 18 0.75 15 75 1 1 1 Para(On) 1Class-B Bus Stop Articulated 16 34 0.50 15 39 1 1 1 Para(On) 1Class-C Bus Stop Articulated 16 76 0.50 15 21 1 1 1 Para(On) 1Class-D Bus Stop Articulated 16 122 0.50 15 14 2 2 2 Para(On) 2Class-A Bus Stop Articulated 6 44 1.00 15 47 1 1 1 Para(On) 1Class-B Bus Stop Articulated 6 88 1.00 15 26 1 1 1 Para(On) 1Class-C Bus Stop Articulated 6 200 1.00 15 12 1 1 1 Para(On) 1Class-D Bus Stop Articulated 6 326 1.00 15 8 1 1 1 Para(On) 1Class-A Bus Stop Articulated 6 44 0.75 15 41 1 1 1 Para(On) 1Class-B Bus Stop Articulated 6 88 0.75 15 23 1 1 1 Para(On) 1Class-C Bus Stop Articulated 6 200 0.75 15 11 1 1 1 Para(On) 1Class-D Bus Stop Articulated 6 326 0.75 15 7 1 1 1 Para(On) 1Class-A Bus Stop Articulated 6 44 0.50 15 33 1 1 1 Para(On) 1Class-B Bus Stop Articulated 6 88 0.50 15 19 1 1 1 Para(On) 1Class-C Bus Stop Articulated 6 200 0.50 15 9 1 1 1 Para(On) 1Class-D Bus Stop Articulated 6 326 0.50 15 6 2 2 2 Para(On) 2Class-A Bus Stop Articulated 4 66 1.00 15 33 1 1 1 Para(On) 1Class-B Bus Stop Articulated 4 130 1.00 15 18 1 1 1 Para(On) 1Class-C Bus Stop Articulated 4 300 1.00 15 8 1 1 1 Para(On) 1Class-D Bus Stop Articulated 4 488 1.00 15 5 1 1 1 Para(On) 1Class-A Bus Stop Articulated 4 66 1.00 15 33 1 1 1 Para(On) 1Class-B Bus Stop Articulated 4 130 0.75 15 16 1 1 1 Para(On) 1Class-C Bus Stop Articulated 4 300 0.75 15 7 1 1 1 Para(On) 1Class-D Bus Stop Articulated 4 488 0.75 15 5 1 1 1 Para(On) 1Class-A Bus Stop Articulated 4 66 0.75 15 30 1 1 1 Para(On) 1Class-B Bus Stop Articulated 4 130 0.50 15 14 1 1 1 Para(On) 1Class-C Bus Stop Articulated 4 300 0.50 15 6 1 1 1 Para(On) 1Class-D Bus Stop Articulated 4 488 0.50 15 4 2 2 2 Para(On) 2Class-A Bus Stop Single 30 10 1.00 15 124 1 1 1 Para(On) 1Class-B Bus Stop Single 30 18 1.00 15 89 1 1 1 Para(On) 1Class-C Bus Stop Single 30 40 1.00 15 51 1 1 1 Para(On) 1Class-D Bus Stop Single 30 66 1.00 15 33 1 1 1 Para(On) 1Class-A Bus Stop Single 30 10 1.00 15 124 1 1 1 Para(On) 1Class-B Bus Stop Single 30 18 0.75 15 75 1 1 1 Para(On) 1Class-C Bus Stop Single 30 40 0.75 15 44 1 1 1 Para(On) 1Class-D Bus Stop Single 30 66 0.75 15 30 2 2 2 Para(On) 2Class-A Bus Stop Single 30 10 0.75 15 102 1 1 1 Para(On) 1Class-B Bus Stop Single 30 18 0.50 15 58 1 1 1 Para(On) 1Class-C Bus Stop Single 30 40 0.50 15 35 1 1 1 Para(On) 1Class-D Bus Stop Single 30 66 0.50 15 24 2 2 2 Para(On) 2Class-A Bus Stop Single 15 18 1.00 15 89 1 1 1 Para(On) 1Class-B Bus Stop Single 15 36 1.00 15 55 1 1 1 Para(On) 1Class-C Bus Stop Single 15 80 1.00 15 28 1 1 1 Para(On) 1Class-D Bus Stop Single 15 130 1.00 15 18 1 1 1 Para(On) 1Class-A Bus Stop Single 15 18 1.00 15 89 1 1 1 Para(On) 1Class-B Bus Stop Single 15 36 0.75 15 48 1 1 1 Para(On) 1Class-C Bus Stop Single 15 80 0.75 15 25 1 1 1 Para(On) 1Class-D Bus Stop Single 15 130 0.75 15 16 1 1 1 Para(On) 1Class-A Bus Stop Single 15 18 0.75 15 75 1 1 1 Para(On) 1Class-B Bus Stop Single 15 36 0.50 15 38 1 1 1 Para(On) 1Class-C Bus Stop Single 15 80 0.50 15 21 1 1 1 Para(On) 1Class-D Bus Stop Single 15 130 0.50 15 14 2 2 2 Para(On) 2Class-A Bus Stop Articulated 27 10 1.00 15 124 1 1 1 Para(On) 1Class-B Bus Stop Articulated 27 20 1.00 15 84 1 1 1 Para(On) 1Class-C Bus Stop Articulated 27 46 1.00 15 45 1 1 1 Para(On) 1Class-D Bus Stop Articulated 27 74 1.00 15 30 1 1 1 Para(On) 1Class-A Bus Stop Articulated 27 10 1.00 15 124 1 1 1 Para(On) 1Class-B Bus Stop Articulated 27 20 0.75 15 71 1 1 1 Para(On) 1Class-C Bus Stop Articulated 27 46 0.75 15 40 1 1 1 Para(On) 1Class-D Bus Stop Articulated 27 74 0.75 15 27 2 2 2 Para(On) 2Class-A Bus Stop Articulated 27 10 0.75 15 102 1 1 1 Para(On) 1Class-B Bus Stop Articulated 27 20 0.50 15 54 1 1 1 Para(On) 1Class-C Bus Stop Articulated 27 46 0.50 15 32 1 1 1 Para(On) 1Class-D Bus Stop Articulated 27 74 0.50 15 22 2 2 2 Para(On) 2

PB04[g/C=0.50]

PB02-2[g/C=0.50]

①Traffic Volume(Buses/hour)

PB03-2[g/C=0.50]

RouteName

Facility'sName

PB04[g/C=1.00]

PB03-1[g/C=0.75]

PB03-1[g/C=0.50]

⑤Required

DwellTime(sec)

Bus Berth Configuration⑥

GreenTimeRatio

Clearance TimebetweenBuses

⑦ BusBerth

Capacity(buses/h

⑧ Required NBof Berth by Type

⑨ AdoptedBerth Design

LayoutType

NB ofBerth

PB02-2[g/C=1.00]

PB02-2[g/C=0.75]

PB03-2[g/C=1.00]

PB03-2[g/C=0.75]

PB04[g/C=0.75]

PB02-1[g/C=0.75]

PB01[g/C=1.00]

PB01[g/C=0.75]

PB01[g/C=0.50]

PB03-1[g/C=1.00]

PB02-1[g/C=1.00]

PB02-1[g/C=0.50]

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AP1.2.3 Required Floor Area of Bus Shelters

Waiting areas of the bus shelters that are shown as ⑩ in Table AP.1.7 were calculated by

multiplying 1.2 and boarding/alighting passenger volume per bus headway (shown as ④ in

Table AP.1.7) . 1.2 m2 is assumed as the minimum area when the standing and free circulation

through the queuing area possible without disturbing others within the queue (equivalent to

LOS A in Figure below).

Figure 1.3 Level of Service of Queuing Area 3

3 ”Exhibit 11-9 Queuing Area Los” Shown in the “Highway Capacity Manual 2000” Transportation Research Board National Research Council, USA

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Table 1.7 Calculation Sheets for Waiting Area and Ticketing System

(1) (2) (3)Bording Alighting Transfering In Out Bi-Direction

Kota Terminal 1,650 1,280 9,380 5,276 34 3 41 1 1 1 1 1L.Bulus Terminal 5,900 8,350 0 2,991 90 14 108 1 1 1 1 4

PB02 Ragunan Terminal 1,940 1,620 0 2,269 89 4 107 1 1 1 1 1PB03 KP. Rambutan Terminal 9,900 9,350 0 5,107 65 17 78 1 1 1 1 5

Kalideres Terminal 5,880 4,610 0 1,944 39 10 47 1 1 1 1 3P.Gadung Terminal 2,430 2,170 0 1,136 18 5 22 1 1 1 1 2

01x02x04 Monas Transfer Center 618 319 22,315 5,010 48 2 58 1 1 1 1 101x02x04 Harmoni Transer Center 936 949 5,668 3,004 16 2 20 1 1 1 1 1

03x04 Senen Transfer Center 2,254 2,915 22,230 8,604 49 5 59 1 1 1 1 2Class-A Bus Stop 650 650 0 130 9 2 11 1 1 1 1 1Class-B Bus Stop 1,300 1,300 0 260 17 3 21 1 1 1 1 1Class-C Bus Stop 2,275 2,275 0 600 38 4 46 1 1 1 1 1Class-D Bus Stop 4,550 5,200 0 975 61 9 74 1 1 1 1 3Class-A Bus Stop 650 650 0 130 3 2 4 1 1 1 1 1Class-B Bus Stop 1,300 1,300 0 130 6 3 8 1 1 1 1 1Class-C Bus Stop 2,275 2,275 0 130 13 4 16 1 1 1 1 1Class-D Bus Stop 4,550 5,200 0 130 20 9 24 1 1 1 1 3Class-A Bus Stop 0 0 0 130 6 2 8 1 1 1 1 1Class-B Bus Stop 0 0 0 130 12 3 15 1 1 1 1 1Class-C Bus Stop 0 0 0 130 28 4 34 1 1 1 1 1Class-D Bus Stop 0 0 0 130 45 9 54 1 1 1 1 3Class-A Bus Stop 650 650 0 130 22 2 27 1 1 1 1 1Class-B Bus Stop 1,300 1,300 0 260 44 3 53 1 1 1 1 1Class-C Bus Stop 2,275 2,275 0 600 100 4 120 1 1 1 1 1Class-D Bus Stop 4,550 5,200 0 975 163 9 196 1 1 1 1 3Class-A Bus Stop 650 650 0 130 33 2 40 1 1 1 1 1Class-B Bus Stop 1,300 1,300 0 260 65 3 78 1 1 1 1 1Class-C Bus Stop 2,275 2,275 0 600 150 4 180 1 1 1 1 1Class-D Bus Stop 4,550 5,200 0 975 244 9 293 1 1 1 1 3Class-A Bus Stop 650 650 0 130 5 2 6 1 1 1 1 1Class-B Bus Stop 1,300 1,300 0 260 9 3 11 1 1 1 1 1Class-C Bus Stop 2,275 2,275 0 600 20 4 24 1 1 1 1 1Class-D Bus Stop 4,550 5,200 0 975 33 9 40 1 1 1 1 3Class-A Bus Stop 650 650 0 130 9 2 11 1 1 1 1 1Class-B Bus Stop 1,300 1,300 0 260 18 3 22 1 1 1 1 1Class-C Bus Stop 2,275 2,275 0 600 40 4 48 1 1 1 1 1Class-D Bus Stop 4,550 5,200 0 975 65 9 78 1 1 1 1 3Class-A Bus Stop 650 650 0 130 5 2 6 1 1 1 1 1Class-B Bus Stop 1,300 1,300 0 260 10 3 12 1 1 1 1 1Class-C Bus Stop 2,275 2,275 0 600 23 4 28 1 1 1 1 1Class-D Bus Stop 4,550 5,200 0 975 37 9 45 1 1 1 1 3

PB04

② NB of DailyBording/Alighting/Transfering

Passenger

PB01

PB02-1

PB02-2

PB03-1

PB01(D.M. -K.S.*1)PB01

(Kota -D.M.

K.S.-H.I.

PB03-2

⑫Required

TicketVendingMachine

⑩RequiredWaiting

Area(sqm)

Total NB ofTicketing Gate Machine

⑪Required NB of Ticketing Gate

⑤Passenger

Volume PassingThrough the Gate

/peak 1min/direction

TicketingGate Way/direction

④Passenger

Volumeper

Headway

③PassengerVolume at

Peak1Hour

PB01

PB04

RouteName

Facility'sName

AP1.2.4 Ticketing Equipments

(1) Turn Style Gate

In Japan, it is known that 25 passenger can pass through the turn style gate in maximum. In the

study, 20 passengers that are 80% of 25 passengers were adopted and following formula was

used to calculate the required number of the gates, and the results were shown in Table AP.1.7.

( )20

60/,max PFPPN abg

×=

Where as;

Ng: Number of ticketing gate (shown as ⑪ in Table AP. 1.7) Pb: Daily Boarding Passenger (shown as ② in Table AP. 1.7) Pa: Daily Alighting Passenger (Ditto) PF: Peak Factor mentioned in “AP.1.2.2 (1)”

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From the result of the calculations, it was found that one gate has sufficient capacity for the

passengers in 2007 to board or alight. In the study, one gate facility was allocated for each

boarding side and alighting side, and also one reversible gate facility was installed.

(2) Ticket Vending Machine

Number of ticket vending machines was calculated by using formula below, and results were

shown in Table AP.1.7. Capacity of the vending machine was assumed as 4 passengers/second

according to the experience in Japan.

460/PFPN b

tv×

=

Where as;

Ntv: Number of ticket vending machine (shown as ⑫ in Table AP1.7)

AP1.3 Adjustment Work

In aforementioned procedure, general data such as boarding/alighting time, clearance time,

probability, etc was adopted the values that generally used in USA. Therefore, adjustment work

will be occasionally needed using actual observed data on service section.

AP1.4 Construction COST BREAK DOWN

AP1.4.1 Civil Works

This item consists of the civil works relating to busway and bus shelter construction.

Major works of this item are demolition/construction of the pavement/curb,

widening/construction of the bridge, construction of the pedestrian bridge, installation of the

stair, etc.

The cost of civil works shown in the main text of the “Vol.2 Pre Feasibility Study“ is total of

the tabulated cost in B.1.2 and Contingency and VAT.

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(1) Cost Break Down

1) PB01

1 General 2,3211.1 General Lm 420 5,525 2,321

2 Drainage 5,5632.1 Drainage Lm 1,075 5,175 5,563

3 Earth Works 4133.1 Commn Excavation m3 13.0 16,317 212

3.2 Embankment with Material fromCommon or Borrow Excavation m3 20.0 0 0

3.4 Demolition of Pavement m3 20.0 3,071 61Demolition of Curb m 7.0 19,913 139

6 Pavement 12,480Travelled Way m2 150 66,640 9,996Sidewalk m3 80 31,050 2,484

7 Structure 2,4247.0 Pedestrian Bridge m2 8,000 180 1,440 Monas T.C.

7.05 Pedestrian Bridge Stair m2 6,500 60 3907.1 Brdge Widening m2 6,600 70 459

7.5.1 Box Culvert (2.5x2.5) m 3,000 45 135 Duku Atas F.O.

8 Miscellaneous 2,0928.1 Precast Concrete Curb Lm 54 21,713 1,1738.2 Lane Marking m2 71.0 3,672 2618.3 Traffic Sign Each 580.0 12 78.4 Street Lighting Median Each 27,526 0 08.5 Street Tree Median Each 827 0 08.7 Traffic Separater Lm 59 11,050 652

Total 25,2925,269 Mllion Rp./Km

Cost(million Rp.) RemarksNo. Description Unit

Unit Cost(thousand

Rp.)Quantity

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP1-12

2) PB02

1 General 5,5861.1 General Lm 420 13,300 5,586

2 Drainage 2,7742.1 Drainage Lm 1,075 2,580 2,774

3 Earth Works 9983.1 Commn Excavation m3 13.0 27,204 354

3.2 Embankment with Material fromCommon or Borrow Excavation m3 20.0 0 0

3.4 Demolition of Pavement m3 20.0 19,859 397Demolition of Curb m 7.0 35,319 247

6 Pavement 4,110Travelled Way m2 150 17,355 2,603Sidewalk m3 80 18,840 1,507

7 Structure 26,5587.0 Pedestrian Bridge m2 8,000 0

7.05 Pedestrian Bridge Stair m2 6,500 210 1,3657.1 Brdge Widening m2 6,600 3,808 25,133

7.5.1 Box Culvert (2.5x2.5) m 3,000 20 60 R.Said Station

8 Miscellaneous 2,5408.1 Precast Concrete Curb Lm 54 13,599 7348.2 Lane Marking m2 71.0 6,702 4768.3 Traffic Sign Each 580.0 25 158.4 Street Lighting Median Each 27,526 0 08.5 Street Tree Median Each 827 0 08.7 Traffic Separater Lm 59 22,300 1,316

Total 42,5668,868 Mllion Rp./Km

Cost(million Rp.) RemarksNo. Description Unit

Unit Cost(thousand

Rp.)Quantity

3) PB03

1 General 9,3621.1 General Lm 420 22,290 9,362

2 Drainage 8,7512.1 Drainage Lm 1,075 8,140 8,751

3 Earth Works 1,7023.1 Commn Excavation m3 13.0 77,661 1,010

3.2 Embankment with Material fromCommon or Borrow Excavation m3 20.0 0 0

3.4 Demolition of Pavement m3 20.0 19,826 397Demolition of Curb m 7.0 42,223 296

6 Pavement 18,088Travelled Way m2 150 90,645 13,597Sidewalk m3 80 56,145 4,492

7 Structure 4,8037.0 Pedestrian Bridge m2 8,000 150 1,200 Mangga Dua

7.05 Pedestrian Bridge Stair m2 6,500 270 1,7557.1 Brdge Widening m2 6,600 280 1,848

7.5.1 Box Culvert (2.5x2.5) m 3,000 0 0

8 Miscellaneous 6,4768.1 Precast Concrete Curb Lm 54 47,741 2,5788.2 Lane Marking m2 71.0 15,034 1,0678.3 Traffic Sign Each 580.0 46 278.4 Street Lighting Median Each 27,526 0 08.5 Street Tree Median Each 827 0 08.7 Traffic Separater Lm 59 47,530 2,804

Total 49,18210,246 Mllion Rp./Km

Cost(million Rp.) RemarksNo. Description Unit

Unit Cost(thousand

Rp.)Quantity

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP1-13

4) PB04

1 General 9,9461.1 General Lm 420 23,680 9,946

2 Drainage 1,2692.1 Drainage Lm 1,075 1,180 1,269

3 Earth Works 6563.1 Commn Excavation m3 13.0 16,403 213

3.2 Embankment with Material fromCommon or Borrow Excavation m3 20.0 0 0

3.4 Demolition of Pavement m3 20.0 6,940 139Demolition of Curb m 7.0 43,388 304

6 Pavement 5,759Travelled Way m2 150 38,396 5,759Sidewalk m3 80 0 0

7 Structure 6,3517.0 Pedestrian Bridge m2 8,000 113 900 Senen T.C.

7.05 Pedestrian Bridge Stair m2 6,500 270 1,7557.1 Brdge Widening m2 6,600 560 3,696

7.5.1 Box Culvert (2.5x2.5) m 3,000 0 0

8 Miscellaneous 4,5818.1 Precast Concrete Curb Lm 54 4,978 2698.2 Lane Marking m2 71.0 6,113 4348.3 Traffic Sign Each 580.0 59 348.4 Street Lighting Median Each 27,526 31 8538.5 Street Tree Median Each 827 237 1968.7 Traffic Separater Lm 59 47,360 2,794

Total 28,5615,950 Mllion Rp./Km

Cost(million Rp.) RemarksNo. Description Unit

Unit Cost(thousand

Rp.)Quantity

(2) Quantity Calculations

Quantities tabulated in the spreadsheets shown in “B.1.2” were calculated adding “Normal

Section” to “Bus Shelter”.

1) Normal Section

CommonExcavation

(cu.m)

Demolitionof Pave.(sq.m)

Demolitionof Curb (m) Pave. (m) Sidewalk

(m) Curb (m) Separater(m)

Marking(sq.m)

RetainingWall

(sq.m)

StreetLighting

StreetTree

PB0112,925 - 13,275 350 63 70 700 455 700 700 199.513,275 - 13,700 425 3,519 170 1,700 425 3,655 2,550 1700 850 242.313,700 - 14,250 550 6,782 770 1,100 550 7205 3,300 2200 1,100 313.514,250 - 14,600 350 4,568 490 700 350 4865 2,100 1400 700 199.514,600 - 18,450 3,850 1,386 1540 15,400 3,850 48895 23,100 15400 7,700 69.5 2,194.5

TOTAL 5,525 16,317 3,040 19,600 5,175 65,075 31,050 21,400 11,050 70 3,149 0 0

MISCELLANEOUSDRAINAG

E (m)BRIDGE

(sqm)STATION LENGTH (m)

EARTHWORK PAVEMENT

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP1-14

(Continued)

CommonExcavation

(cu.m)

Demolitionof Pave.(sq.m)

Demolitionof Curb (m) Pave. (m) Sidewalk

(m) Curb (m) Separater(m)

Marking(sq.m)

RetainingWall

(sq.m)

StreetLighting

StreetTree

PB020 - 250 250 225 250 500 50 0 500 142.5

250 - 780 530780 - 1,050 270

1,050 - 1,150 100 1,026 140 400 100 1080 3 400 200 57.01,150 - 1,430 280 560 3,8081,430 - 1,600 170 1,744 238 680 170 1836 3 680 340 96.91,600 - 5,275 3,675 0 0 0 0 0 0 0 7,350 1,212.85,275 - 5,690 415 0 0 0 0 0 0 0 830 255.25,690 - 9,600 3,910 11,965 11,730 23,460 0 0 9,384 7820 7,820 2,228.79,600 - 10,200 600 0 0 0 0 0 0 0 1,200 342.0

10,200 - 10,480 280 1,033 630 840 140 1,148 840 840 560 159.6 245.010,480 - 11,950 1,470 7,673 3,528 5,880 1,470 9,114 4,410 0 2,940 837.911,950 - 12,600 650 878 130 1,300 1,105 0 1300 0 370.512,600 - 13,300 700 2,660 2,240 1,400 700 2,800 4,200 1400 0 399.0

TOTAL 13,300 27,204 18,886 34,460 2,580 17,133 18,840 12,440 22,300 3,808 6,102 245 0 0

PB030 - 400 400 0 0 0 0 0 800 264.0

400 - 2,050 1,650 1,485 7920 6,600 0 3,300 9900 9,900 3,300 1,732.52,050 - 2,840 790 0 0 0 0 0 0 0 5,680 521.42,840 - 6,020 3,180 1,431 318 3,180 0 1908 0 3180 6,360 2,098.86,020 - 6,275 255 436 459 765 128 153 0 255 510 156.86,275 - 6,780 505 364 202 2,020 253 606 0 0 1,010 250.0

7,440 - 9,725 2,285 0 0 0 0 0 0 0 4,570 1,302.59,725 - 11,180 1,455 0 0 0 0 0 0 0 2,910 829.4

11,180 - 11,470 290 0 0 0 0 0 0 0 580 217.511,470 - 12,100 630 397 1,197 1,260 210 567 945 1260 1,260 463.112,100 - 13,250 1,150 311 115 1,150 0 460 0 0 1,150 431.313,250 - 15,400 2,150 0 0 0 0 0 0 0 4,300 1,419.015,400 - 17,750 2,350 20,727 3,055 9,400 2,350 23,970 14,100 9,400 4,700 280 1,339.517,750 - 20,570 2,820 27,664 1,128 5,640 2,820 31,302 16,920 11,280 5,640 1,607.420,570 - 22,950 2,380 24,847 2,142 9,520 2,380 28,084 14,280 9,520 4,760 1,356.6

TOTAL 22,290 77,661 16,536 39,535 8,140 90,350 56,145 44,795 47,530 280 13,990 0 0

PB04-10 - 9,550 9,550 14,612 1910 19100 16,235 0 19,100 0.0

9,550 - 10,900 1,350 729 540 5,400 1,350 0 2,700 0.010,900 - 13,200 2,300 0 0 0 0 0 4,600 759.013,200 560

PB04-20 - 200 200 0 0 0 0 0 400

200 - 1,150 950 0 0 1,900 475 950 1,900 1,306.31,150 - 2,700 1,550 0 0 0 0 0 3,100 511.52,700 - 6,650 3,950 0 0 0 0 0 7,900 1,303.56,650 - 9,300 2,650 0 2,650 10,600 6,360 0 5,300 1,113.09,300 - 10,480 1,180 1,062 590 4,720 1,180 12,154 2,360 2,360 389.4 31 237

TOTAL 23,680 16,403 5,690 41,720 1,180 36,574 0 3,310 47,360 560 5,383 31 237

DRAINAGE (m)

BRIDGE(sqm)STATION LENGT

H (m)

EARTHWORK PAVEMENT MISCELLANEOUS

2) Bus Shelter

Costs relating to bus stop were calculated by multiplying “Number of Bus Shelters by Type”

and “Quantity of Each Bus Shelter”.

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP1-15

a. Number of Bus Shelters by Type

PB01 PB02 PB03 PB04 TotalLebak Bulus 1 1

Ragunan 1 1KP.Rambutan 1 1Kalideres &Pulogadung 2 2

Monas 1 1Senen 1 1Ic1 5 0 6 3 14Ic2 1 0 2 1 4Ip1 0 1 3 2 6Ip2 1 0 2 1 4IIc1 0 0 8 2 10IIc2 0 3 0 2 5IIc3 0 0 4 2 6IIc4 2 3 0 0 5IIp1 0 0 4 0 4IIp2 0 5 0 0 5IIIc 0 0 0 6 6IIIp 0 1 0 5 6

Total 11 14 30 27 82

Shelter for BusTerminal

Shelter forTransfer Center

Shelter for BusStop

b. Quantities of Each Bus Shelter

The following quantities of shelters are excluded quantities in normal sections.

ITEM UNIT QUANTITY NOTE

Lebak Bulus TerminalDEMOLITION OF PAVE. sq.mDEMOLITION OF CURB mPAVEMENT sq.mCURB mLANE MARK sq.mP. BRIDGE STAIR sq.m

Ragunan TerminalDEMOLITION OF PAVE. sq.m 320.0DEMOLITION OF CURB m 40.0PAVEMENT sq.m 140.0CURB m 340.0LANE MARK sq.m 510.0P. BRIDGE STAIR sq.m

KP.Rambutan TerminalDEMOLITION OF PAVE. sq.m 138.2DEMOLITION OF CURB mPAVEMENT sq.m 8.2CURB m 82.0LANE MARK sq.m 164.0P. BRIDGE STAIR sq.m

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP1-16

ITEM UNIT QUANTITY NOTE

Kalideres & Pulogadung TerminalDEMOLITION OF PAVE. sq.mDEMOLITION OF CURB mPAVEMENT sq.mCURB mLANE MARK sq.mP. BRIDGE STAIR sq.m

Monas Transfer CenterDEMOLITION OF PAVE. sq.m 31.3DEMOLITION OF CURB m 313.0PAVEMENT sq.m 1,565.0CURB m 313.0LANE MARK sq.m 313.0P. BRIDGE STAIR sq.m 30.0

Senen Transfer CenterDEMOLITION OF PAVE. sq.m 45.0DEMOLITION OF CURB m 450.0PAVEMENT sq.m 1,700.0CURB m 450.0LANE MARK sq.m 450.0P. BRIDGE STAIR sq.m 30.0

Ic1 Type ShelterDEMOLITION OF PAVE. sq.mDEMOLITION OF CURB mPAVEMENT sq.m 220m x 0.25mCURB mLANE MARK sq.m 35.0 Cross-Walk: 22.1m x 3.0m x 1/2P. BRIDGE STAIR sq.m

Ic2 Type ShelterDEMOLITION OF PAVE. sq.mDEMOLITION OF CURB mPAVEMENT sq.m 220m x 0.25mCURB mLANE MARK sq.m 35.0 Cross-Walk: 22.1m x 3.0m x 1/2P. BRIDGE STAIR sq.m

Ip1 Type ShelterDEMOLITION OF PAVE. sq.mDEMOLITION OF CURB mPAVEMENT sq.m 220m x 0.25mCURB mLANE MARK sq.mP. BRIDGE STAIR sq.m 30.0

Ip2 Type ShelterDEMOLITION OF PAVE. sq.mDEMOLITION OF CURB mPAVEMENT sq.m 220m x 0.25mCURB mLANE MARK sq.mP. BRIDGE STAIR sq.m 30.0

(Continued)

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP1-17

(Continued)

ITEM UNIT QUANTITY NOTE

IIc1 Type ShelterDEMOLITION OF PAVE. sq.m 189.0DEMOLITION OF CURB m 336.0PAVEMENT sq.m 33.6 220m x 0.25mCURB m 336.0LANE MARK sq.m 40.0 Cross-Walk: 25.6m x 3.0m x 1/2P. BRIDGE STAIR sq.m

IIc2 Type ShelterDEMOLITION OF PAVE. sq.m 217.8DEMOLITION OF CURB m 273.0PAVEMENT sq.m 27.3 220m x 0.25mCURB m 273.0LANE MARK sq.m 30.0 Cross-Walk: 19.6m x 3.0m x 1/2P. BRIDGE STAIR sq.m

IIc3 Type ShelterDEMOLITION OF PAVE. sq.m 195.5DEMOLITION OF CURB mPAVEMENT sq.m 220m x 0.25mCURB mLANE MARK sq.m Cross-Walk: 22.1m x 3.0m x 1/2P. BRIDGE STAIR sq.m

IIc4 Type ShelterDEMOLITION OF PAVE. sq.mDEMOLITION OF CURB mPAVEMENT sq.m 220m x 0.25mCURB mLANE MARK sq.m Cross-Walk: 22.1m x 3.0m x 1/2P. BRIDGE STAIR sq.m

IIp1 Type ShelterDEMOLITION OF PAVE. sq.m 214.4DEMOLITION OF CURB mPAVEMENT sq.m 4.4 220m x 0.25mCURB m 44.0LANE MARK sq.m 70.0 Zebra=2*1/2*3*45/2P. BRIDGE STAIR sq.m 30.0

IIp2 Type ShelterDEMOLITION OF PAVE. sq.mDEMOLITION OF CURB mPAVEMENT sq.m 220m x 0.25mCURB mLANE MARK sq.mP. BRIDGE STAIR sq.m 30.0

IIIc Type ShelterDEMOLITION OF PAVE. sq.mDEMOLITION OF CURB mPAVEMENT sq.m 220m x 0.25mCURB mLANE MARK sq.mP. BRIDGE STAIR sq.m

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP1-18

(Continued)

ITEM UNIT QUANTITY NOTE

IIIp Type ShelterDEMOLITION OF PAVE. sq.mDEMOLITION OF CURB mPAVEMENT sq.m 220m x 0.25mCURB mLANE MARK sq.mP. BRIDGE STAIR sq.m 30.0

AP1.4.2 Bus Shelter Installation

Bus Shelter Installation consists of new bus shelter constructions and existing bus shelter

extensions. Both costs shown in the “B.2.1” and “B.2.2” need to add the contingency and VAT

to calculate the cost described in the main text of “Vol.2. Pre Feasibility Study”.

(1) New Construction

Costs relating to bus shelter installation were calculated by multiplying “Number of Bus

Shelters by Type (mentioned in B.1) ” and “Quantity of Each Bus Shelter”.

Lebak BulusBUS SHELTER sq.m 171.0 FLOOR AREABUS STOP DISP. Set 2.0

RagunanBUS SHELTER sq.m 159.5 FLOOR AREABUS STOP DISP. Set 1.0

KP.RambutanBUS SHELTER sq.m 130.0 FLOOR AREABUS STOP DISP. Set 2.0

Kalideres & PulogadungBUS SHELTER sq.m 92.5 FLOOR AREABUS STOP DISP. Set 1.0

MonasBUS SHELTER sq.m 460.0 FLOOR AREABUS STOP DISP. Set 6.0

SenenBUS SHELTER sq.m 460.0 FLOOR AREABUS STOP DISP. Set 6.0

Ic1BUS SHELTER sq.m 80.5 FLOOR AREABUS STOP DISP. Set 2.0

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP1-19

(Continued)

ITEM UNIT QUANTITY NOTEIc2

BUS SHELTER sq.m 115.5 FLOOR AREABUS STOP DISP. Set 2.0

Ip1BUS SHELTER sq.m 50.3 FLOOR AREABUS STOP DISP. Set 2.0

Ip2BUS SHELTER sq.m 77.3 FLOOR AREABUS STOP DISP. Set 2.0

IIc1BUS SHELTER sq.m 35.5 FLOOR AREABUS STOP DISP. Set 2.0

IIc2BUS SHELTER sq.m 153.8 FLOOR AREABUS STOP DISP. Set 2.0

IIc3BUS SHELTER sq.m 47.5 FLOOR AREABUS STOP DISP. Set 2.0

IIc4BUS SHELTER sq.m 65.5 FLOOR AREABUS STOP DISP. Set 2.0

IIp1BUS SHELTER sq.m 55.0 FLOOR AREABUS STOP DISP. Set 2.0

IIp2BUS SHELTER sq.m 111.6 FLOOR AREABUS STOP DISP. Set 2.0

IIIcBUS SHELTER sq.m 115.0 FLOOR AREABUS STOP DISP. Set 2.0

IIIpBUS SHELTER sq.m 105.0 FLOOR AREABUS STOP DISP. Set 2.0

(2) Extension of Existing DKI Shelter

Existing 20 bus shelters constructed by DKI alongside of PB01 must be extended to suite to

articulated bus.

45 sqm was considered as requirement floor area for extension for each bus shelter.

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP1-20

AP1.4.3 Ticketing System Installation

This item consists of the installation of ticketing gate and the ticket vending machine.

From Kota to Blok M, no additional equipment for the ticketing system was considered, since

existing system would be able to apply for the demand in 2007.

The cost tabulated below need to add the Contingency and VAT (31% in total) to calculate the

cost shown in the main text “Vol.2 Pre Feasibility Study”.

Unit Cost(million Rp.) Quantity Amount Quantity Amount Quantity Amount Quantity Amount

Ticket FacilitiesSets of Ticketing Gate

One Direction (Enter/Exit) 410.0 12 4,920 14 5,740 31 12,710 29 11,890Bi-Direction 400.0 12 4,800 14 5,600 31 12,400 29 11,600

Ticket Vending Machine 400.0 14 5,600 14 5,600 35 14,000 41 16,400Total 15,320 16,940 39,110 39,890

PB04ITEM

PB01 PB02 PB03

AP1.4.4 Traffic Signal Installation

Main part of this item is bus priority signal installation, but also the center facility including

software of the Bus Location System. The total cost of the item is that total a cost tabulated in

the table plus 1,572 million Rp (including contingency and VAT). that is the cost for center

facility of the Bus Location System.

Regarding the signals, three types of signals such as

• Signals at intersections,

• Signals nearby the crosswalks to the mid-block bus shelters and

• Signals at u-turn openings

were considered.

The cost tabulated below need to add the Contingency and VAT (31% in total) to calculate the

cost shown in the main text “Vol.2 Pre Feasibility Study”.

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP1-21

(1) Signals at Intersections

1) PB01

Description Unit Quantity Total RemarksF/C L/C F/C L/C

x1000 Yen x1000 Rp x1000 Rp x1000 Rp Rp. millionBus priority signalLocal controller no. 15 1,400 10,000 1,636,320 150,000 1,786 Footing & wiring includedBus priority/preemption software set 15 200 5,000 233,760 75,000 3093-aspect vehicle lantern set 30 180 2,000 420,768 60,000 481 Signal wiring includedSignal pole (straight) no. 60 1,000 0 0 0Roadside tag reader set 30 500 3,000 1,168,800 90,000 1,259Tag reader pole no. 30 150 2,000 350,640 60,000 411Conduit m 3,000 200 600,000 600 Supply & installationHandhole unit 30 500 15,000 15Timing parameter set set 15 150 4,000 175,320 60,000 235Miscellaneous works LS 1 6,000 100,000 467,520 100,000 568

Sub-total 4,453,128 1,210,000 5,663

AmountUnit price

2) PB02

Description Unit Quantity Total RemarksF/C L/C F/C L/C

x1000 Yen x1000 Rp x1000 Rp x1000 Rp Rp. millionBus priority signalLocal controller no. 11 1,400 10,000 1,199,968 110,000 1,310 Footing & wiring includedBus priority/preemption software set 11 200 5,000 171,424 55,000 2263-aspect vehicle lantern set 22 180 2,000 308,563 44,000 353 Signal wiring includedSignal pole (straight) no. 60 1,000 0 0 0Roadside tag reader set 22 500 3,000 857,120 66,000 923Tag reader pole no. 22 150 2,000 257,136 44,000 301Conduit m 2,200 0 200 440,000 440 Supply & installationHandhole unit 22 0 500 11,000 11Timing parameter set set 11 150 4,000 128,568 44,000 173Miscellaneous works LS 1 6,000 100,000 467,520 100,000 568

Sub-total 3,390,299 914,000 4,304

Unit price Amount

3) PB03

Description Unit Quantity Total RemarksF/C L/C F/C L/C

x1000 Yen x1000 Rp x1000 Rp x1000 Rp Rp. millionBus priority signalLocal controller no. 24 1,400 10,000 2,618,112 240,000 2,858 Footing & wiring includedBus priority/preemption software set 24 200 5,000 374,016 120,000 4943-aspect vehicle lantern set 48 180 2,000 673,229 96,000 769 Signal wiring includedSignal pole (straight) no. 60 1,000 0 0 0Roadside tag reader set 48 500 3,000 1,870,080 144,000 2,014Tag reader pole no. 48 150 2,000 561,024 96,000 657Conduit m 4,800 0 200 960,000 960 Supply & installationHandhole unit 48 0 500 24,000 24Timing parameter set set 24 150 4,000 280,512 96,000 377Miscellaneous works LS 1 6,000 200,000 467,520 200,000 668

Sub-total 6,844,493 1,976,000 8,820

Unit price Amount

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP1-22

4) PB04

Description Unit Quantity Total RemarksF/C L/C F/C L/C

x1000 Yen x1000 Rp x1000 Rp x1000 Rp Rp. millionBus priority signalLocal controller no. 15 1,400 10,000 1,636,320 150,000 1,786 Footing & wiring includedBus priority/preemption software set 15 200 5,000 233,760 75,000 3093-aspect vehicle lantern set 36 180 2,000 504,922 72,000 577 Signal wiring includedPedestrian lantern set 10 100 1,500 77,920 15,000 93 New signalMastarm no. 2 300 20,000 46,752 40,000 87 New signalSignal pole (straight) no. 6 60 1,000 28,051 6,000 34Roadside tag reader set 36 500 3,000 1,402,560 108,000 1,511Tag reader pole no. 36 150 2,000 420,768 72,000 493Conduit m 3,720 0 200 744,000 744 Supply & installationConduit for new signal m 80 200 16,000 16 Supply & installationHandhole unit 44 0 500 22,000 22Timing parameter set set 15 150 4,000 175,320 60,000 235Miscellaneous works LS 1 6,000 200,000 467,520 200,000 668

Sub-total 4,993,893 1,580,000 6,574

Unit price Amount

(2) Signals at Cross Walk/U-turn Opening

Unit cost of the Signals for Cross-Walk and U-turn was estimated roughly refer to the cost

estimated in “B.4.2”.

Unit Cost(million Rp.) Quantity Amount Quantity Amount Quantity Amount Quantity Amount

Traffic SignalsCrossWalk to Bus Shelter 420.0 6 2,520 4 1,680 11 4,620 13 5,460U-turn opening 430.0 4 1,720 4 1,720 0 0

Total 4,240 3,400 4,620 5,460

PB04ITEM

PB01 PB02 PB03

App

endi

x 2

(1):

Econ

omic

Ana

lysi

s of

Bus

way

Total

2004

~200

10To

tal20

04~2

015

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

1. Co

sts (

billio

n ru

piah

s)1)

Widd

ening

Land

& C

ompe

nsati

on1,1

740

268

374

319

212

00

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-1,17

4Ci

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048

1919

7777

00

00

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0-1

43Su

b-tot

al1,3

6447

287

393

395

289

00

00

00

0-1

,317

2) B

us S

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Com

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ation

00

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t Cos

t23

823

80

8271

840

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88

88

8To

tal (F

inanc

ial C

ost)

1,694

420

287

496

486

401

88

88

88

8-1

,308

SCF

1) W

idden

ingLa

nd &

Com

pens

ation

70%

821

018

826

222

314

90

00

00

00

-822

Civil

wor

k for

widd

ening

85%

162

4016

1665

650

00

00

00

-121

Sub-

total

983

4020

427

828

821

40

00

00

00

-943

2) B

us S

helte

rLa

nd &

Com

pens

ation

00

Inves

tmen

t Cos

t80

%19

119

10

6657

670

00

00

00

0Su

b-tot

al19

119

10

6657

670

00

00

00

03)

Sign

al &

Bus L

ocati

on S

ystem

Land

& C

ompe

nsati

on70

%0

00

00

00

00

00

00

0Ci

vil W

ork

85%

4949

015

1520

00

00

00

00

Sub-

total

4949

015

1520

00

00

00

00

4) B

us O

pera

tion

5) O

&M of

facil

ities

85%

2965

03

14

77

77

77

77

Tota

l Eco

nom

ic Co

stLa

nd &

Com

pens

ation

821

018

826

222

314

90

00

00

00

-822

Cons

tructi

on C

ost

402

280

1697

137

152

00

00

00

0-1

21O&

M29

650

31

47

77

77

77

7To

tal (E

cono

mic C

ost)

1,252

345

204

361

361

305

77

77

77

7-9

36Di

scou

nted t

otal c

osts

12%

785

204

322

288

217

54

43

33

2-2

69

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-1

App

endi

x 2

(2):

Econ

omic

Ana

lysi

s of

Bus

way

Total

2004

~200

10To

tal20

04~2

015

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

2. Be

nefit

s (bi

llion

rupi

ahs)

1) V

OC S

aving

s66

81,4

940

010

613

912

213

716

516

516

516

516

516

52)

Tra

vel C

ost S

aving

sHi

gh in

come

grou

p46

81,1

890

090

114

4475

145

145

144

144

144

144

Midd

le inc

ome g

roup

538

1,370

00

6885

101

126

158

161

163

166

169

172

Low

incom

e gro

up25

390

04

67

53

33

33

3To

tal T

rave

l Cos

t Sav

ings

1,031

2,598

00

163

205

152

206

305

308

311

313

316

319

Total

Ben

efits

1,699

4,092

00

269

343

274

343

470

473

476

478

481

484

Disc

ount

ed b

enef

itsDR

1) V

OC S

aving

s12

%72

30

084

9977

7884

7567

6053

472)

Tra

vel C

ost S

aving

s12

%1,2

150

013

014

697

117

155

139

125

113

102

92To

tal be

nefits

12%

1,938

00

214

244

174

195

238

214

192

173

155

139

3. Ne

t Ben

efits

(billi

on ru

piah

s)Ne

t Ben

efits

(eco

nomi

c pric

es)

3,747

-204

-361

-93

3926

733

646

346

646

947

147

41,4

20Ne

t Ben

efits

(disc

ounte

d at 1

2 %)

1,153

-204

-322

-74

2716

919

123

521

118

917

015

340

8Ac

cumu

lated

Net

Bene

fits (d

iscou

nted a

t 12 %

)-2

04-5

26-6

00-5

72-4

03-2

1222

233

422

592

745

1,153

NPV

12%

(disc

ount

rate

)1,1

53bi

llion

rupi

ahs

EIRR

31.9%

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-2

App

endi

x 3:

Eco

nom

ic A

naly

sis

of T

DM

Total

2004

~201

0To

tal20

04~2

020

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

2016

2017

2018

2019

2020

1. Co

sts (

billio

n ru

piah

s)1)

Fina

ncial

Cos

tLa

nd &

Com

pens

ation

00

Manu

al su

rveilla

nce s

ystem

9292

92ER

P sy

stem

601

601

601

IU68

799

368

726

2728

2930

3132

3335

36O&

M (S

ystem

)17

547

529

2929

2929

3030

3030

3030

3030

3030

30O&

M (IU

)34

457

3436

3738

4041

4344

4648

50To

tal1,5

892,6

180

121

2929

2929

1,352

9194

9699

101

104

107

109

112

116

2) E

cono

mic C

ost

Land

& C

ompe

nsati

on0

00

00

00

00

00

00

00

00

00

Manu

al su

rveilla

nce s

ystem

85%

7878

078

00

00

00

00

00

00

00

0ER

P sy

stem

80%

481

481

00

00

00

481

00

00

00

00

00

IU80

%55

079

40

00

00

055

021

2122

2324

2526

2728

29O&

M (S

ystem

)85

%14

940

40

2525

2525

2526

2626

2626

2626

2626

2626

O&M

(IU)

85%

2938

90

00

00

029

3031

3334

3536

3839

4142

Total

1,286

2,145

010

325

2525

251,0

8576

7880

8285

8789

9194

96Di

scou

nted t

otal c

osts

12%

948

092

2018

1614

550

3532

2927

2422

2019

1716

2. Be

nefit

s (bi

llion

rupi

ahs)

1) V

OC S

aving

s2,1

479,9

690

157

194

230

343

493

730

700

683

680

689

710

745

793

856

934

1,033

2) T

rave

l Cos

t Sav

ings

High

inco

me gr

oup

864

3,933

051

6992

142

211

300

303

305

307

308

309

309

309

308

306

305

Midd

le inc

ome g

roup

1,492

4,444

045

5668

242

423

658

583

511

442

377

314

254

197

143

9141

Low

incom

e gro

up13

329

00

22

126

4458

4534

2619

149

63

10

Total

trav

el co

st sa

vings

2,489

8,667

098

126

161

410

677

1,016

931

851

775

704

636

572

511

453

398

346

Total

bene

fits4,6

3618

,636

025

532

139

175

31,1

701,7

461,6

311,5

341,4

551,3

931,3

471,3

171,3

041,3

091,3

321,3

79Di

scou

nted

ben

efits

DR1)

VOC

Sav

ings

12%

3,477

014

015

516

421

828

037

031

727

624

522

220

419

118

217

517

116

82)

Tra

vel C

ost S

aving

s12

%3,4

020

8810

111

426

138

451

542

134

428

022

718

314

711

793

7356

Total

bene

fits12

%6,8

790

228

256

278

479

664

885

738

620

525

448

387

338

299

268

243

225

3. Ne

t Ben

efits

(billi

on ru

piah

s)Ne

t Ben

efits

(eco

nomi

c pric

es)

16,49

00

152

296

366

729

1,146

662

1,554

1,456

1,375

1,310

1,262

1,230

1,215

1,217

1,238

1,282

Net B

enefi

ts (d

iscou

nted a

t 12 %

)5,9

310

136

236

260

463

650

335

703

588

496

422

363

316

278

249

226

209

Accu

mulat

ed N

et Be

nefits

(disc

ounte

d at 1

2 %)

013

637

263

21,0

951,7

452,0

812,7

843,3

723,8

674,2

894,6

524,9

685,2

465,4

955,7

225,9

31

NPV

12%

(disc

ount

rate

)5,9

30bi

llion

rupi

ahs

EIRR

-B/

C7.2

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-3

App

endi

x 4:

Fin

anci

al A

naly

sis

of T

DM

(Res

tric

ted

Are

a: A

lt 4)

Total

2004

~201

0To

tal20

04~2

020

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

2016

2017

2018

2019

2020

1. Co

sts (

billio

n ru

piah

s)TD

M Land

& C

ompe

nsati

on0

0Ma

nual

surve

illanc

e sys

tem92

9292

ERP

syste

m60

160

160

1IU

(Sub

sidies

: 50%

)34

649

734

67

911

1214

1618

2022

24O&

M (S

ystem

)17

547

529

2929

2929

3030

3030

3030

3030

3030

30O&

M (IU

): Ow

ner's

cost

00

Total

1,213

1,664

012

129

2929

2997

637

3941

4244

4648

5052

54

2. Re

venu

e1)

Tra

ffic G

ener

atio

n (T

rip p

er d

ay)

High

552,6

7059

3,840

638,0

7768

5,609

736,6

8279

1,55

985

0,52

591

3,88

398

1,96

01,

055,

109

1,13

3,70

71,

218,

160

1,30

8,90

41,

406,

408

1,51

1,17

51,6

23,74

7Mi

ddle

704,1

4567

3,132

643,4

8561

5,144

588,0

5156

2,15

153

7,39

251

3,72

449

1,09

846

9,46

844

8,79

142

9,02

541

0,13

039

2,06

637

4,79

835

8,291

Low

74,13

561

,279

50,65

241

,868

34,60

728

,606

23,6

4519

,544

16,1

5513

,353

11,0

389,

124

7,54

16,

234

5,15

34,2

59To

tal1,3

30,95

01,3

28,25

11,3

32,21

41,3

42,62

11,3

59,34

01,3

82,31

61,4

11,56

21,4

47,15

11,4

89,21

31,5

37,93

11,5

93,53

71,6

56,30

91,7

26,57

51,8

04,70

81,8

91,12

61,9

86,29

72)

Trip

in T

DM A

rea (

Trip

per

day

)Rp

. 8,00

0Hi

gh50

5,78

554

2,95

058

2,84

662

5,673

671,6

4872

1,00

077

3,97

983

0,85

189

1,90

195

7,43

81,

027,

790

1,10

3,31

21,

184,

383

1,27

1,41

11,

364,

833

1,465

,121

Midd

le61

1,45

158

3,23

855

6,32

653

0,656

506,1

7148

2,81

546

0,53

743

9,28

741

9,01

839

9,68

438

1,24

236

3,65

134

6,87

133

0,86

631

5,59

930

1,037

Low

28,7

3823

,671

19,4

9716

,059

13,22

810

,895

8,97

47,

392

6,08

85,

015

4,13

13,

402

2,80

22,

308

1,90

11,5

66To

tal1,1

45,97

41,1

49,85

81,1

58,66

91,1

72,38

91,1

91,04

61,2

14,71

11,2

43,49

01,2

77,53

01,3

17,00

81,3

62,13

61,4

13,16

21,4

70,36

51,5

34,05

61,6

04,58

51,6

82,33

41,7

67,72

4

Rp. 1

6,000

High

485,0

6652

0,451

558,4

1659

9,151

642,8

5768

9,75

274

0,06

879

4,05

485

1,97

891

4,12

798

0,81

01,

052,

358

1,12

9,12

51,

211,

491

1,29

9,86

61,3

94,68

8Mi

ddle

472,3

1644

8,131

425,1

8540

3,414

382,7

5736

3,15

834

4,56

332

6,92

031

0,18

029

4,29

727

9,22

826

4,93

025

1,36

523

8,49

422

6,28

221

4,695

Low

3,064

2,567

2,150

1,801

1,509

1,26

41,

059

887

743

622

521

437

366

306

257

215

Total

960,4

4697

1,148

985,7

511,0

04,36

61,0

27,12

31,0

54,17

41,0

85,68

91,1

21,86

01,1

62,90

01,2

09,04

71,2

60,56

01,3

17,72

51,3

80,85

51,4

50,29

11,5

26,40

51,6

09,59

8

Rp. 2

0,000

High

472,1

8750

6,465

543,2

3058

2,664

624,9

6167

0,329

718,9

9077

1,183

827,1

6588

7,211

951,6

151,0

20,69

61,0

94,79

01,1

74,26

41,2

59,50

61,

350,

937

Midd

le38

4,958

363,6

4434

3,510

324,4

9130

6,525

289,5

5427

3,522

258,3

7824

4,073

230,5

5921

7,794

205,7

3519

4,344

183,5

8417

3,420

163,

818

Low

764

648

550

467

396

336

285

242

205

174

148

125

106

9077

65To

tal85

7,909

870,7

5688

7,290

907,6

2293

1,882

960,2

1999

2,797

1,029

,803

1,071

,443

1,117

,944

1,169

,557

1,226

,556

1,289

,241

1,357

,938

1,433

,003

1,514

,820

3) P

ropo

sed

Levy

and

Trip

in T

DM A

rea p

er d

ayPr

opos

ed Le

vy pe

r Trip

Rp.8,

000

Rp.8,

000

Rp.8,

000

Rp.8,

000

Rp.8,

000

Rp.16

,000

Rp.16

,000

Rp.16

,000

Rp.16

,000

Rp.16

,000

Rp.20

,000

Rp.20

,000

Rp.20

,000

Rp.20

,000

Rp.20

,000

Rp.20

,000

High

505,

785

542,

950

582,

846

625,

673

671,

648

689,

752

740,

068

794,

054

851,

978

914,

127

951,

615

1,02

0,69

61,

094,

790

1,17

4,26

41,

259,

506

1,35

0,93

7Mi

ddle

611,

451

583,

238

556,

326

530,

656

506,

171

363,

158

344,

563

326,

920

310,

180

294,

297

217,

794

205,

735

194,

344

183,

584

173,

420

163,

818

Low

28,7

3823

,671

19,4

9716

,059

13,2

281,

264

1,05

988

774

362

214

812

510

690

7765

Total

Trip

in T

DM A

rea

1,145

,974

1,149

,858

1,158

,669

1,172

,389

1,191

,046

1,070

,174

1,101

,689

1,137

,860

1,178

,900

1,225

,047

1,189

,557

1,246

,556

1,309

,241

1,377

,938

1,453

,003

1,514

,820

4) R

even

ue (b

illion

rupi

ahs)

From

Tota

l Day

Trip

15,91

774

,946

2,292

2,300

2,317

2,345

2,382

4,281

4,407

4,551

4,716

4,900

5,948

6,233

6,546

6,890

7,265

7,574

Peak

6 ho

urs

41%

41%

41%

41%

41%

41%

41%

41%

41%

41%

41%

41%

41%

41%

41%

41%

Exem

ption

of 3

in On

e 82

%82

%82

%82

%82

%82

%82

%82

%82

%82

%82

%82

%82

%82

%82

%82

%Re

turn T

raffic

60%

60%

60%

60%

60%

60%

60%

60%

60%

60%

60%

60%

60%

60%

60%

60%

Reve

nue

3,211

15,11

846

246

446

747

348

186

488

991

895

198

81,2

001,2

571,3

211,3

901,4

651,5

28

3. Pr

ofits

(billi

on ru

piah

s)1)

Cost

1,213

1,664

012

129

2929

2997

637

3941

4244

4648

5052

542)

Reve

nue

3,211

15,11

80

462

464

467

473

481

864

889

918

951

988

1,200

1,257

1,321

1,390

1,465

1,528

3)Pr

ofit

1,998

13,45

40

342

435

438

444

452

-113

852

879

911

946

1,156

1,212

1,273

1,340

1,414

1,474

NPV:

18%

(disc

ount

rate

)2,9

97bi

llion

rupi

ahs

FIRR

:B/

C:6.0

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-4

App

endi

x 5

(1):

Econ

omic

Ana

lysi

s of

Ser

pong

Lin

e D

oubl

e Tr

acki

ng, A

cces

s Im

prov

emen

t and

Inte

grat

ed L

and

Dev

elop

men

tTo

tal20

04~2

020

Total

2004

~204

020

0420

0520

0620

0720

0820

0920

1020

1120

1220

1320

1420

1520

1620

1720

1820

1920

20

1. Co

sts (

billio

n ru

piah

s)1)

Ser

pong

Line

Dou

ble T

rack

ingLa

nd &

Com

pens

ation

180

065

00

115

0Ci

vil an

d Tra

ck W

ork

545

409

00

158

179

9963

460

00

00

00

00

0El

ectric

Fac

ility

690

1,105

00

012

550

019

450

00

00

00

00

0Bu

ilding

and D

epot

275

206

00

3165

121

2929

00

00

00

00

00

Rollin

g Stoc

k1,5

531,9

300

00

225

150

707

471

00

00

00

00

00

O&M

778

2,326

00

00

014

1475

7575

7575

7575

7575

77Su

b-tot

al4,0

215,9

760

025

459

487

094

860

575

7575

7575

7575

7575

772)

Stat

ion S

quar

eLa

nd &

Com

pens

ation

7474

33

2222

22Inv

estm

ent C

ost

2424

66

44

4O&

M0

0Su

b-tot

al98

980

00

03

106

00

00

022

2626

40

3) A

cces

s Roa

dLa

nd &

Com

pens

ation

684

684

120

120

120

120

6868

68Ci

vil W

ork

283

283

5959

5935

3535

O&M

2911

91

22

22

22

23

44

Sub-

total

996

1,086

00

120

120

179

179

602

22

22

7110

610

739

4To

tal F

inan

cial C

ost

Land

& C

ompe

nsati

on93

875

80

018

512

012

323

80

00

00

091

9191

00

Cons

tructi

on C

ost

3,370

3,958

00

189

594

929

884

657

00

00

00

3939

390

O&M

807

2,444

00

00

014

1577

7777

7777

7777

7879

82To

tal (F

inanc

ial C

ost)

5,115

7,160

00

373

713

1,052

1,136

672

7777

7777

7716

820

720

811

882

SCF

1) S

erpo

ng Li

ne D

ouble

Tra

cking

Land

& C

ompe

nsati

on70

%12

60

00

460

081

00

00

00

00

00

0Ci

vil an

d Tra

ck W

ork

85%

463

347

00

134

152

8454

390

00

00

00

00

0El

ectric

Fac

ility

80%

552

884

00

010

040

016

360

00

00

00

00

0Bu

ilding

and D

epot

85%

234

176

00

2655

103

2525

00

00

00

00

00

Rollin

g Stoc

k80

%1,2

421,5

440

00

180

120

566

377

00

00

00

00

00

O&M

85%

661

1,977

00

00

012

1264

6464

6464

6464

6464

66Su

b-tot

al3,2

794,9

280

020

648

770

775

248

964

6464

6464

6464

6464

662)

Stat

ion S

quar

eLa

nd &

Com

pens

ation

70%

5252

00

00

22

00

00

00

1616

160

0Inv

estm

ent C

ost

80%

1919

00

00

05

50

00

00

03

33

0O&

M85

%0

00

00

00

00

00

00

00

00

00

Sub-

total

7171

00

00

27

50

00

00

1619

193

03)

Acc

ess R

oad

Land

& C

ompe

nsati

on70

%47

947

90

084

8484

840

00

00

048

4848

00

Civil

Wor

k85

%24

124

10

00

050

5050

00

00

00

3030

300

O&M

85%

2510

10

00

00

01

22

22

22

23

34

Sub-

total

744

820

00

8484

134

134

512

22

22

5080

8033

4To

tal E

cono

mic

Cost

Land

& C

ompe

nsati

on65

753

10

012

984

8616

70

00

00

064

6464

00

Cons

tructi

on C

ost

2,751

3,211

00

160

487

757

715

532

00

00

00

3333

330

O&M

686

2,078

00

00

012

1366

6666

6666

6666

6667

70To

tal (E

cono

mic C

ost)

4,094

5,820

00

290

571

843

894

545

6666

6666

6612

916

216

310

070

Disc

ount

ed to

tal c

osts

12%

2,348

00

231

406

536

507

276

3026

2421

1933

3733

1811

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-5

App

endi

x 5

(2):

Econ

omic

Ana

lysi

s of

Ser

pong

Lin

e D

oubl

e Tr

acki

ng, A

cces

s Im

prov

emen

t and

Inte

grat

ed L

and

Dev

elop

men

t

2021

2022

2023

2024

2025

2026

2027

2028

2029

2030

2031

2032

2033

2034

2035

2036

2037

2038

2039

2040

1. Co

sts (

billio

n ru

piah

s)1)

Ser

pong

Line

Dou

ble T

rack

ingLa

nd &

Com

pens

ation

-180

Civil

and T

rack

Wor

k0

00

00

00

00

00

00

00

00

00

-136

Elec

tric F

acilit

y0

00

00

012

550

019

450

00

00

00

00

-275

Build

ing an

d Dep

ot0

00

00

00

00

00

00

00

00

00

-69

Rollin

g Stoc

k0

00

00

00

00

00

225

150

707

471

00

00

-1,17

5O&

M77

7777

7777

7777

7777

7777

7777

7777

7777

7777

77Su

b-tot

al77

7777

7777

7720

357

897

123

7730

222

778

554

977

7777

77-1

,758

2) S

tation

Squ

are

Land

& C

ompe

nsati

onInv

estm

ent C

ost

O&M

Sub-

total

00

00

00

00

00

00

00

00

00

00

3) A

cces

s Roa

dLa

nd &

Com

pens

ation

Civil

Wor

kO&

M4

44

44

44

44

44

44

44

44

44

4Su

b-tot

al4

44

44

44

44

44

44

44

44

44

4To

tal F

inan

cial C

ost

Land

& C

ompe

nsati

on0

00

00

00

00

00

00

00

00

00

-180

Cons

tructi

on C

ost

00

00

00

125

500

1945

022

515

070

747

10

00

0-1

,655

O&M

8282

8282

8282

8282

8282

8282

8282

8282

8282

8282

Total

(Fina

ncial

Cos

t)82

8282

8282

8220

758

210

112

782

306

232

789

553

8282

8282

-1,75

3SC

F1)

Ser

pong

Line

Dou

ble T

rack

ingLa

nd &

Com

pens

ation

70%

00

00

00

00

00

00

00

00

00

0-1

26Ci

vil an

d Tra

ck W

ork

85%

00

00

00

00

00

00

00

00

00

0-1

16El

ectric

Fac

ility

80%

00

00

00

100

400

1636

00

00

00

00

0-2

20Bu

ilding

and D

epot

85%

00

00

00

00

00

00

00

00

00

0-5

9Ro

lling S

tock

80%

00

00

00

00

00

018

012

056

637

70

00

0-9

40O&

M85

%66

6666

6666

6666

6666

6666

6666

6666

6666

6666

66Su

b-tot

al66

6666

6666

6616

646

681

102

6624

518

663

244

366

6666

66-1

,395

2) S

tation

Squ

are

Land

& C

ompe

nsati

on70

%0

00

00

00

00

00

00

00

00

00

0Inv

estm

ent C

ost

80%

00

00

00

00

00

00

00

00

00

00

O&M

85%

00

00

00

00

00

00

00

00

00

00

Sub-

total

00

00

00

00

00

00

00

00

00

00

3) A

cces

s Roa

dLa

nd &

Com

pens

ation

70%

00

00

00

00

00

00

00

00

00

00

Civil

Wor

k85

%0

00

00

00

00

00

00

00

00

00

0O&

M85

%4

44

44

44

44

44

44

44

44

44

4Su

b-tot

al4

44

44

44

44

44

44

44

44

44

4To

tal E

cono

mic

Cost

Land

& C

ompe

nsati

on0

00

00

00

00

00

00

00

00

00

-126

Cons

tructi

on C

ost

00

00

00

100

400

1636

018

012

056

637

70

00

0-1

,334

O&M

7070

7070

7070

7070

7070

7070

7070

7070

7070

7070

Total

(Eco

nomi

c Cos

t)70

7070

7070

7017

047

085

106

7024

918

963

544

770

7070

70-1

,391

Disc

ount

ed to

tal c

osts

12%

109

87

66

1331

56

310

721

132

21

1-2

4

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-6

App

endi

x 5

(3):

Econ

omic

Ana

lysi

s of

Ser

pong

Lin

e D

oubl

e Tr

acki

ng, A

cces

s Im

prov

emen

t and

Inte

grat

ed L

and

Dev

elop

men

t

Total

2004

~202

0To

tal20

04~2

040

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

2016

2017

2018

2019

2020

2. VO

C an

d TT

C (b

illion

rupi

ahs)

1) N

ew 4b

VO

CH

237,6

0570

4,340

7,601

8,228

8,944

9,760

10,23

210

,847

11,54

012

,251

13,04

013

,914

14,88

315

,956

17,14

518

,463

19,92

321

,542

23,33

7VO

CM

256,3

4260

0,842

12,43

412

,884

13,38

013

,919

13,79

414

,260

15,00

915

,147

15,30

115

,473

15,66

415

,873

16,10

116

,350

16,61

916

,911

17,22

5VO

CL

16,48

320

,856

2,501

2,218

1,971

1,755

1,383

1,124

949

816

702

605

522

450

389

337

291

252

219

VOC

Sub-

total

510,4

301,3

26,03

822

,537

23,33

024

,294

25,43

325

,409

26,23

127

,498

28,21

429

,043

29,99

231

,068

32,27

933

,635

35,14

936

,834

38,70

540

,780

TTC

H14

8,908

707,0

063,3

163,6

714,0

794,5

314,7

265,3

226,1

936,8

827,6

518,5

119,4

7210

,547

11,75

113

,101

14,61

516

,315

18,22

6TT

CM

152,6

2747

0,656

7,125

7,318

7,529

7,753

7,598

8,141

9,221

9,302

9,391

9,486

9,590

9,701

9,821

9,949

10,08

510

,231

10,38

6TT

CL

6,699

9,833

1,044

897

771

663

534

441

378

331

290

254

223

196

172

151

133

116

102

TTC

Sub-

total

308,2

341,1

87,49

511

,486

11,88

612

,379

12,94

712

,859

13,90

515

,792

16,51

517

,332

18,25

219

,285

20,44

421

,743

23,20

024

,832

26,66

228

,715

Total

818,6

642,5

13,53

334

,023

35,21

636

,673

38,38

038

,267

40,13

543

,290

44,72

946

,375

48,24

450

,353

52,72

355

,379

58,34

961

,666

65,36

769

,495

2) W

ithou

t Ser

pong

Lin

eVO

CH

245,3

1174

8,272

7,601

8,228

8,944

9,760

10,23

810

,857

11,55

512

,340

13,21

614

,197

15,29

216

,515

17,88

119

,408

21,11

323

,018

25,14

8VO

CM

257,6

2060

6,843

12,43

412

,884

13,38

013

,919

13,80

514

,276

15,02

915

,180

15,34

915

,538

15,74

715

,977

16,22

816

,500

16,79

617

,116

17,46

1VO

CL

16,51

220

,919

2,501

2,218

1,971

1,755

1,385

1,127

951

818

705

607

524

453

391

338

293

254

220

VOC

Sub-

total

519,4

431,3

76,03

522

,537

23,33

024

,294

25,43

325

,429

26,26

127

,535

28,33

729

,270

30,34

231

,563

32,94

434

,500

36,24

738

,202

40,38

942

,830

TTC

H14

7,413

692,9

053,3

163,6

714,0

794,5

314,7

355,3

366,2

146,8

867,6

368,4

719,4

0410

,445

11,60

912

,909

14,36

415

,992

17,81

5TT

CM

153,3

6147

5,437

7,125

7,318

7,529

7,753

7,608

8,153

9,232

9,322

9,419

9,525

9,639

9,761

9,893

10,03

410

,185

10,34

610

,518

TTC

L6,7

079,8

621,0

4489

777

166

353

544

237

933

229

125

522

419

617

315

213

311

710

3TT

CSu

b-tot

al30

7,481

1,178

,205

11,48

611

,886

12,37

912

,947

12,87

813

,931

15,82

516

,540

17,34

618

,251

19,26

720

,403

21,67

423

,095

24,68

226

,455

28,43

6To

tal82

6,924

2,554

,240

34,02

335

,216

36,67

338

,380

38,30

740

,192

43,36

044

,877

46,61

648

,594

50,82

953

,347

56,17

459

,341

62,88

466

,844

71,26

63.

Bene

fits (

billio

n ru

piah

s)1)

VOC

Sav

ings

9,013

49,99

70

00

020

3037

124

227

350

495

665

865

1,098

1,369

1,684

2,049

2) T

rave

l Cos

t Sav

ings

-753

-9,29

10

00

019

2633

2514

-0-1

8-4

1-6

9-1

05-1

50-2

07-2

79To

tal be

nefits

8,260

40,70

60

00

039

5670

148

241

350

477

625

795

992

1,218

1,477

1,770

Disc

ount

ed b

enef

itsDR

1) V

OC S

aving

s12

%4,5

660

00

013

1719

5692

126

159

191

222

252

280

308

334

2) T

rave

l Cos

t Sav

ings

12%

-567

00

00

1215

1711

6-0

-6-1

2-1

8-2

4-3

1-3

8-4

5To

tal be

nefits

12%

3,999

00

00

2532

3667

9712

615

418

020

422

724

927

028

9

Save

d Co

st o

f Exis

ting

Serp

ong

Line

1) P

rocu

reme

nt co

st of

rollin

g stoc

k46

851

011

20

131

00

075

075

00

075

2) O

M Co

st34

797

732

3232

3232

3232

3232

3232

Total

bene

fits81

41,4

870

00

011

20

162

3232

3210

632

106

3232

3210

6Di

scou

nted

ben

efits

DR1)

Pro

cure

ment

cost

of ro

lling s

tock

12%

278

00

00

710

660

00

240

190

00

122)

OM

Cost

12%

255

00

00

00

1614

1311

109

87

66

5To

tal be

nefits

12%

343

00

00

710

8214

1311

349

277

66

17

4. Ne

t Ben

efits

(billi

on ru

piah

s)Ne

t Ben

efits

(eco

nomi

c pric

es)

36,37

40

0-2

90-5

71-6

92-8

37-3

1211

420

731

651

859

077

386

21,0

871,4

081,8

07Ne

t Ben

efits

(disc

ounte

d at 1

2 %)

1,993

00

-231

-406

-439

-475

-158

5284

114

167

170

198

197

222

257

295

Accu

mulat

ed N

et Be

nefits

(disc

ounte

d at 1

2 %)

00

-231

-637

-1,07

7-1

,552

-1,71

0-1

,658

-1,57

5-1

,461

-1,29

4-1

,125

-926

-729

-506

-249

46

NPV

12%

(disc

ount

rate

)1,9

93bi

llion

rupi

ahs

EIRR

18.9%

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-7

App

endi

x 5

(4):

Econ

omic

Ana

lysi

s of

Ser

pong

Lin

e D

oubl

e Tr

acki

ng, A

cces

s Im

prov

emen

t and

Inte

grat

ed L

and

Dev

elop

men

t

2021

2022

2023

2024

2025

2026

2027

2028

2029

2030

2031

2032

2033

2034

2035

2036

2037

2038

2039

2040

2. VO

C an

d TT

C (b

illion

rupi

ahs)

1) N

ew 4b

VO

CH

23,33

723

,337

23,33

723

,337

23,33

723

,337

23,33

723

,337

23,33

723

,337

23,33

723

,337

23,33

723

,337

23,33

723

,337

23,33

723

,337

23,33

723

,337

VOC

M17

,225

17,22

517

,225

17,22

517

,225

17,22

517

,225

17,22

517

,225

17,22

517

,225

17,22

517

,225

17,22

517

,225

17,22

517

,225

17,22

517

,225

17,22

5VO

CL

219

219

219

219

219

219

219

219

219

219

219

219

219

219

219

219

219

219

219

219

VOC

Sub-

total

40,78

040

,780

40,78

040

,780

40,78

040

,780

40,78

040

,780

40,78

040

,780

40,78

040

,780

40,78

040

,780

40,78

040

,780

40,78

040

,780

40,78

040

,780

TTC

H18

,937

19,67

620

,443

21,24

022

,069

22,92

923

,824

24,75

325

,718

26,72

127

,763

28,84

629

,971

31,14

032

,354

33,61

634

,927

36,28

937

,705

39,17

5TT

CM

10,79

111

,212

11,64

912

,104

12,57

613

,066

13,57

614

,105

14,65

515

,227

15,82

116

,438

17,07

917

,745

18,43

719

,156

19,90

320

,679

21,48

622

,324

TTC

L10

611

011

511

912

412

913

413

914

415

015

616

216

817

518

218

919

620

421

222

0TT

CSu

b-tot

al29

,835

30,99

832

,207

33,46

334

,768

36,12

437

,533

38,99

740

,518

42,09

843

,740

45,44

647

,218

49,06

050

,973

52,96

155

,027

57,17

359

,402

61,71

9To

tal70

,615

71,77

972

,988

74,24

475

,549

76,90

578

,314

79,77

781

,298

82,87

984

,520

86,22

687

,999

89,84

091

,753

93,74

195

,807

97,95

310

0,183

102,4

99

2) W

ithou

t Ser

pong

Lin

eVO

CH

25,14

825

,148

25,14

825

,148

25,14

825

,148

25,14

825

,148

25,14

825

,148

25,14

825

,148

25,14

825

,148

25,14

825

,148

25,14

825

,148

25,14

825

,148

VOC

M17

,461

17,46

117

,461

17,46

117

,461

17,46

117

,461

17,46

117

,461

17,46

117

,461

17,46

117

,461

17,46

117

,461

17,46

117

,461

17,46

117

,461

17,46

1VO

CL

220

220

220

220

220

220

220

220

220

220

220

220

220

220

220

220

220

220

220

220

VOC

Sub-

total

42,83

042

,830

42,83

042

,830

42,83

042

,830

42,83

042

,830

42,83

042

,830

42,83

042

,830

42,83

042

,830

42,83

042

,830

42,83

042

,830

42,83

042

,830

TTC

H18

,509

19,23

119

,981

20,76

121

,570

22,41

223

,286

24,19

425

,137

26,11

827

,136

28,19

529

,294

30,43

731

,624

32,85

734

,138

35,47

036

,853

38,29

0TT

CM

10,92

911

,355

11,79

812

,258

12,73

613

,233

13,74

914

,285

14,84

215

,421

16,02

216

,647

17,29

617

,971

18,67

219

,400

20,15

620

,943

21,75

922

,608

TTC

L10

711

111

612

012

513

013

514

014

515

115

716

316

917

618

319

019

720

521

322

1TT

CSu

b-tot

al29

,545

30,69

731

,895

33,13

834

,431

35,77

437

,169

38,61

840

,125

41,68

943

,315

45,00

546

,760

48,58

350

,478

52,44

754

,492

56,61

758

,825

61,12

0To

tal72

,375

73,52

774

,724

75,96

877

,260

78,60

379

,998

81,44

882

,954

84,51

986

,145

87,83

489

,589

91,41

393

,308

95,27

697

,322

99,44

710

1,655

103,9

493.

Bene

fits (

billio

n ru

piah

s)1)

VOC

Sav

ings

2,049

2,049

2,049

2,049

2,049

2,049

2,049

2,049

2,049

2,049

2,049

2,049

2,049

2,049

2,049

2,049

2,049

2,049

2,049

2,049

2) T

rave

l Cos

t Sav

ings

-290

-301

-313

-325

-338

-351

-364

-379

-393

-409

-425

-441

-458

-476

-495

-514

-534

-555

-577

-599

Total

bene

fits1,7

601,7

481,7

361,7

241,7

121,6

981,6

851,6

711,6

561,6

401,6

251,6

081,5

911,5

731,5

541,5

351,5

151,4

941,4

721,4

50Di

scou

nted

ben

efits

DR1)

VOC

Sav

ings

12%

298

266

238

212

190

169

151

135

121

108

9686

7768

6155

4943

3935

2) T

rave

l Cos

t Sav

ings

12%

-42

-39

-36

-34

-31

-29

-27

-25

-23

-21

-20

-18

-17

-16

-15

-14

-13

-12

-11

-10

Total

bene

fits12

%25

622

720

217

915

814

012

411

097

8676

6759

5246

4136

3228

25

Save

d Co

st o

f Exis

ting

Serp

ong

Line

1) P

rocu

reme

nt co

st of

rollin

g stoc

k0

00

00

00

00

00

011

20

131

00

075

-275

2) O

M Co

st32

3232

3232

3232

3232

3232

3232

3232

3232

3232

32To

tal be

nefits

3232

3232

3232

3232

3232

3232

144

3216

232

3232

106

-244

Disc

ount

ed b

enef

itsDR

1) P

rocu

reme

nt co

st of

rollin

g stoc

k12

%0

00

00

00

00

00

04

04

00

01

-52)

OM

Cost

12%

54

43

33

22

22

11

11

11

11

11

Total

bene

fits12

%5

44

33

32

22

21

15

15

11

12

-4

4. Ne

t Ben

efits

(billi

on ru

piah

s)Ne

t Ben

efits

(eco

nomi

c pric

es)

1,721

1,710

1,698

1,686

1,674

1,660

1,547

1,232

1,602

1,566

1,586

1,390

1,545

969

1,270

1,497

1,477

1,456

1,509

2,597

Net B

enefi

ts (d

iscou

nted a

t 12 %

)25

122

219

717

515

513

711

481

9482

7458

5832

3840

3531

2944

Accu

mulat

ed N

et Be

nefits

(disc

ounte

d at 1

2 %)

296

519

716

891

1,046

1,183

1,297

1,378

1,472

1,555

1,629

1,687

1,745

1,777

1,815

1,855

1,890

1,921

1,950

1,993

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-8

App

endi

x 6

(1):

Fina

ncia

l Ana

lysi

s of

Ser

pong

Lin

e D

oubl

e Tr

acki

ng, A

cces

s Im

prov

emen

t and

Inte

grat

ed L

and

Dev

elop

men

tA

ssum

ptio

nsTa

riff (

Cas

e 3)

: Fl

ag F

all=

Rp.

1,0

00D

ista

nce

Por

tion=

Rp.

200/

kmC

ost B

urde

n by

PT.

KA

1) C

apita

l cos

t bur

den:

Sta

tion

Bui

ldin

g an

d S

tatio

n P

laza

and

Pur

ocur

emen

t of R

ollin

g S

tock

2) O

M c

ost

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

2016

2017

2018

2019

2020

2004

~20

2004

~204

01.

Proj

ect C

ost (

Rp. b

illion

)(1

) Cap

ital C

ost

1) L

and

Proc

urem

ent :

18

018

065

00

115

0

2) C

onst

ruct

ion

cost

< 1 >

Civi

l Wor

ks13

013

069

4015

42

< 2 >

Brid

ge W

orks

205

205

5468

1444

26<

3 > T

rack

Wor

ks92

920

3349

29

< 4 >

Elec

tric F

acilit

ies54

086

50

9839

215

35<

5 > S

tation

Buil

ding a

nd S

tation

Plaz

a16

616

624

3660

2323

< 6 >

Con

struc

tion o

f Stab

ling Y

ard

5050

015

350

0<

7-1 >

Roll

ing S

tock

1,294

1,673

018

712

558

939

3<

7-2 >

Roll

ing S

tock (

Repla

ceme

nt)0

315

<I>

: SUB

TOT

AL : <

1> ~

<7>

2,477

3,495

148

476

689

677

487

00

00

00

00

00

< II >

Phy

sical

Conti

ngen

cy :

<I>

x 10 %

24

835

015

4869

6849

00

00

00

00

00

< III

> Co

nsult

ing C

ost :

(<I>

+ <

II>) x

7 %

; Exc

luding

Roll

ing S

tock C

ost

9111

611

2243

77

00

00

00

00

00

< IV

> V

AT : (

<I>

x 10 %

248

350

1548

6968

490

00

00

00

00

0To

tal C

onstr

uctio

n Cos

t : (<

I>+<

II>+<

III>+<

IV>)

3,063

4,311

189

594

870

819

592

00

00

00

00

00

Tota

l Cap

ital C

ost (

Land

, Con

stru

ctio

n &

Rollin

g St

ock)

3,243

4,491

254

594

870

934

592

00

00

00

00

00

(2) O

M Co

st1)

Ser

pong

- Ta

nah A

bang

164

455

1414

1414

1414

1414

1414

1415

2) P

almer

ah -

Mang

gara

i61

41,9

0261

6161

6161

6161

6161

63To

tal77

82,3

5714

1475

7575

7575

7575

7575

77

2. Fi

nanc

ial A

nalys

is of

PT.

KA

Cost

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

2016

2017

2018

2019

2020

burd

en20

04~2

020

04~2

040

(1) C

apita

l Cos

t Bur

den

by P

T. K

A1)

Lan

d Pr

ocur

emen

t :

gove

rnme

nt0

00

00

00

00

00

00

00

00

2) C

onst

ruct

ion

cost

< 1 >

Civi

l Wor

ksgo

vern

ment

00

00

00

00

00

00

00

00

0<

2 > B

ridge

Wor

ksgo

vern

ment

00

00

00

00

00

00

00

00

0<

3 > T

rack

Wor

ksgo

vern

ment

00

00

00

00

00

00

00

00

0<

4 > E

lectric

Fac

ilities

gove

rnme

nt0

00

00

00

00

00

00

00

00

< 5 >

Stat

ion B

uildin

g and

Stat

ion P

laza

PT. K

A16

616

624

3660

2323

00

00

00

00

00

< 6 >

Con

struc

tion o

f Stab

ling Y

ard

gove

rnme

nt0

00

00

00

00

00

00

00

00

< 7 >

Roll

ing S

tock

PT. K

A1,2

941,9

880

187

125

589

393

00

00

00

00

00

<I>

: SUB

TOT

AL : <

1> ~

<7>

1,460

2,154

2422

318

561

241

60

00

00

00

00

0<

II > P

hysic

al Co

nting

ency

: <I

> x 1

0 %

146

216

222

1961

420

00

00

00

00

0<

III >

Cons

ulting

Cos

t : (<

I> +

<II>

) x 7

%; E

xclud

ing R

olling

Stoc

k Cos

t13

132

35

22

00

00

00

00

00

< IV

> V

AT : (

<I>

x 10 %

146

216

222

1961

420

00

00

00

00

0

Total

Con

struc

tion C

ost :

(<I>

+<II>

+<III>

+<IV

>)1,7

652,5

9831

271

226

737

501

00

00

00

00

00

Tota

l Cap

ital C

ost B

urde

n by

PT.

KA

1,765

2,598

3127

122

673

750

10

00

00

00

00

0

(2) O

M Co

stSe

rpon

g - T

anah

Aba

ngPT

.KA

164

455

1414

1414

1414

1414

1414

1415

Palm

erah

- Ma

ngga

rai

PT.K

A61

41,9

0261

6161

6161

6161

6161

63To

tal O

M Co

st B

urde

n by

PT.

KA

778

2,357

1414

7575

7575

7575

7575

7577

Total

Total

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-9

App

endi

x 6

(2):

Fina

ncia

l Ana

lysi

s of

Ser

pong

Lin

e D

oubl

e Tr

acki

ng, A

cces

s Im

prov

emen

t and

Inte

grat

ed L

and

Dev

elop

men

t

2021

2022

2023

2024

2025

2026

2027

2028

2029

2030

2031

2032

2033

2034

2035

2036

2037

2038

2039

2040

1. Pr

ojec

t Cos

t (Rp

. billi

on)

(1) C

apita

l Cos

t 1)

Lan

d Pr

ocur

emen

t :

2) C

onst

ruct

ion

cost

< 1 >

Civi

l Wor

ks<

2 > B

ridge

Wor

ks<

3 > T

rack

Wor

ks<

4 > E

lectric

Fac

ilities

098

392

1535

00

00

00

00

0-2

16<

5 > S

tation

Buil

ding a

nd S

tation

Plaz

a<

6 > C

onstr

uctio

n of S

tablin

g Yar

d<

7-1 >

Roll

ing S

tock

125

125

125

125

125

125

-369

< 7-

2 > R

olling

Stoc

k (Re

place

ment)

018

712

558

939

30

00

0-9

79

<I>

: SUB

TOT

AL : <

1> ~

<7>

125

012

50

012

598

517

1535

125

187

125

589

518

00

00

-1,56

4

< II >

Phy

sical

Conti

ngen

cy :

<I>

x 10 %

13

013

00

1310

522

413

1913

5952

00

00

-156

< III

> Co

nsult

ing C

ost :

(<I>

+ <

II>) x

7 %

; Exc

luding

Roll

ing S

tock C

ost

00

00

00

830

13

00

00

00

00

0-1

7<

IV >

VAT

: (<I

> x 1

0 %13

013

00

1310

522

413

1913

5952

00

00

-156

Total

Con

struc

tion C

ost :

(<I>

+<II>

+<III>

+<IV

>)15

00

150

00

150

125

650

1945

150

225

150

707

621

00

00

-1,89

3To

tal C

apita

l Cos

t (La

nd, C

onst

ruct

ion

& Ro

lling

Stoc

k)15

00

150

00

150

125

650

1945

150

225

150

707

621

00

00

-1,89

3

(2) O

M Co

st1)

Ser

pong

- Ta

nah A

bang

1515

1515

1515

1515

1515

1515

1515

1515

1515

1515

2) P

almer

ah -

Mang

gara

i63

6363

6363

6363

6363

6666

6666

6666

6666

6666

67To

tal77

7777

7777

7777

7777

8080

8080

8080

8080

8080

83

2. Fi

nanc

ial A

nalys

is of

PT.

KA

Cost

2021

2022

2023

2024

2025

2026

2027

2028

2029

2030

2031

2032

2033

2034

2035

2036

2037

2038

2039

2040

burd

en(1

) Cap

ital C

ost B

urde

n by

PT.

KA

1) L

and

Proc

urem

ent :

go

vern

ment

00

00

00

00

00

00

00

00

00

00

2) C

onst

ruct

ion

cost

< 1 >

Civi

l Wor

ksgo

vern

ment

00

00

00

00

00

00

00

00

00

00

< 2 >

Brid

ge W

orks

gove

rnme

nt0

00

00

00

00

00

00

00

00

00

0<

3 > T

rack

Wor

ksgo

vern

ment

00

00

00

00

00

00

00

00

00

00

< 4 >

Elec

tric F

acilit

iesgo

vern

ment

00

00

00

00

00

00

00

00

00

00

< 5 >

Stat

ion B

uildin

g and

Stat

ion P

laza

PT. K

A0

00

00

00

00

00

00

00

00

00

0<

6 > C

onstr

uctio

n of S

tablin

g Yar

dgo

vern

ment

00

00

00

00

00

00

00

00

00

00

< 7 >

Roll

ing S

tock

PT. K

A12

50

125

00

125

012

50

012

518

712

558

951

80

00

0-1

,348

<I>

: SUB

TOT

AL : <

1> ~

<7>

125

012

50

012

50

125

00

125

187

125

589

518

00

00

-1,34

8<

II > P

hysic

al Co

nting

ency

: <I

> x 1

0 %

130

130

013

013

00

1319

1359

520

00

0-1

35<

III >

Cons

ulting

Cos

t : (<

I> +

<II>

) x 7

%; E

xclud

ing R

olling

Stoc

k Cos

t0

00

00

00

00

00

00

00

00

00

0<

IV >

VAT

: (<I

> x 1

0 %13

013

00

130

130

013

1913

5952

00

00

-135

Total

Con

struc

tion C

ost :

(<I>

+<II>

+<III>

+<IV

>)15

00

150

00

150

015

00

015

022

515

070

762

10

00

0-1

,618

Tota

l Cap

ital C

ost B

urde

n by

PT.

KA

150

015

00

015

00

150

00

150

225

150

707

621

00

00

-1,61

8

(2) O

M Co

stSe

rpon

g - T

anah

Aba

ngPT

.KA

1515

1515

1515

1515

1515

1515

1515

1515

1515

1515

Palm

erah

- Ma

ngga

rai

PT.K

A63

6363

6363

6363

6363

6666

6666

6666

6666

6666

67To

tal O

M Co

st B

urde

n by

PT.

KA

7777

7777

7777

7777

7780

8080

8080

8080

8080

8083

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-10

App

endi

x 6

(3):

Fina

ncia

l Ana

lysi

s of

Ser

pong

Lin

e D

oubl

e Tr

acki

ng, A

cces

s Im

prov

emen

t and

Inte

grat

ed L

and

Dev

elop

men

tAn

nual

grow

th ra

te20

0420

0520

0620

0720

0820

0920

1020

1120

1220

1320

1420

1520

1620

1720

1820

1920

2020

10~2

020

04~2

020

04~2

040

(3) N

umbe

r of P

asse

nger

1) T

otal G

et-on

(Pas

seng

er pe

r day

)Se

rpon

g3.8

%10

,562

15,38

3Ra

wa B

untu

3.6%

24,79

035

,394

Ciate

r3.6

%3,0

994,4

24Su

dimar

a3.0

%15

,197

20,36

7Ju

rang

mang

u3.0

%16

,245

21,77

1Pd

. Ran

ji3.0

%7,8

6110

,535

Binta

ro3.0

%6,2

888,4

28Pd

. Betu

ng3.0

%6,8

129,1

30Ke

bayo

rang

2.3%

22,23

327

,943

Limo

2.3%

10,22

712

,854

Pal M

erah

2.3%

12,00

615

,089

Kare

t2.3

%7,8

829,9

39Su

dirma

n2.3

%49

,262

62,12

2Ra

suna

2.3%

24,63

131

,061

Manp

anmg

2.1%

2,030

2,501

Mang

gara

iTo

tal

2.7%

219,1

2528

6,941

2) T

otal S

ectio

n Volu

me (P

asse

nger

per d

ay)

Serp

ong

Rawa

Bun

tu2.9

%45

,413

60,35

2Ra

wa B

untu

Ciate

r3.1

%92

,223

125,6

35Ci

ater

Sudim

ara

3.1%

96,14

213

1,014

Sudim

ara

Jura

ngma

ngu

2.5%

104,1

2413

2,843

Jura

ngma

ngu

Pd. R

anji

2.8%

118,1

0315

5,298

Pd. R

anji

Binta

ro2.5

%12

0,103

153,3

87Bi

ntaro

Pd. B

etung

2.1%

127,5

9215

6,590

Pd. B

etung

Keba

yora

ng2.1

%13

0,954

161,0

96Ke

bayo

rang

Limo

2.1%

144,0

6517

7,574

Limo

Pal M

erah

2.1%

143,6

2717

7,024

Pal M

erah

Kare

t0.5

%16

4,185

172,9

08Ka

ret

Sudir

man

0.8%

168,6

1318

3,229

Sudir

man

Rasu

na1.5

%22

1,684

256,8

96Ra

suna

Manp

anmg

2.2%

249,9

8531

0,023

Manp

anmg

Mang

gara

i2.2

%24

7,897

308,6

17To

tal2,6

62,48

61.2

4(4

) Pas

seng

er R

even

ue (R

p. b

illion

per

year

)1)

Flag

Fall

1,000

Rp.

1,010

3,824

8082

8487

8992

9497

9910

210

52)

Dist

ant P

ortio

n20

0Rp

./ km

3,248

11,50

626

627

127

728

328

829

530

130

731

432

032

7To

tal P

asse

nger

Reve

nue

4,258

15,33

134

635

336

136

937

838

639

540

441

342

243

2

3) B

reak

down

of D

istan

t Por

tion R

even

ueDi

stanc

e (km

)Se

rpon

gRa

wa B

untu

1.404

5922

85

55

55

56

66

66

Rawa

Bun

tuCi

ater

2.077

180

716

1414

1515

1616

1717

1818

19Ci

ater

Sudim

ara

2.481

225

892

1718

1919

2020

2122

2223

24Su

dimar

aJu

rang

mang

u1.9

9118

969

215

1616

1617

1718

1818

1919

Jura

ngma

ngu

Pd. R

anji

2.231

244

926

1920

2021

2122

2323

2425

25Pd

. Ran

jiBi

ntaro

1.620

177

651

1415

1515

1616

1617

1718

18Bi

ntaro

Pd. B

etung

1.625

185

649

1515

1616

1617

1717

1818

19Pd

. Betu

ngKe

bayo

rang

2.972

347

1,222

2829

3030

3132

3233

3434

35Ke

bayo

rang

Limo

1.396

180

634

1515

1516

1616

1717

1718

18Lim

oPa

l Mer

ah2.3

2729

91,0

5324

2525

2627

2728

2829

2930

Pal M

erah

Kare

t2.6

4435

81,0

6332

3232

3232

3333

3333

3333

Kare

tSu

dirma

n0.8

6112

237

311

1111

1111

1111

1111

1112

Sudir

man

Rasu

na0.5

8611

237

09

1010

1010

1010

1111

1111

Rasu

naMa

npan

mg1.1

7226

393

321

2222

2323

2424

2525

2627

Manp

anmg

Mang

gara

i1.3

9030

91,1

0425

2626

2727

2829

2930

3131

Total

26.77

73,2

4811

,506

266

271

277

283

288

295

301

307

314

320

327

(5) N

et R

even

ue1,7

1610

,376

00

-31

-271

-226

-750

-169

278

286

294

303

311

320

329

338

347

354

NPV

(Disc

ount

rate

=18%

):-5

9.5Rp

. billi

onFI

RR:

16.8%

Total

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-11

App

endi

x 6

(4):

Fina

ncia

l Ana

lysi

s of

Ser

pong

Lin

e D

oubl

e Tr

acki

ng, A

cces

s Im

prov

emen

t and

Inte

grat

ed L

and

Dev

elop

men

tAn

nual

grow

th ra

te20

2120

2220

2320

2420

2520

2620

2720

2820

2920

3020

3120

3220

3320

3420

3520

3620

3720

3820

3920

4020

10~2

0(3

) Num

ber o

f Pas

seng

er1)

Tota

l Get-

on (P

asse

nger

per d

ay)

Serp

ong

3.8%

Rawa

Bun

tu3.6

%Ci

ater

3.6%

Sudim

ara

3.0%

Jura

ngma

ngu

3.0%

Pd. R

anji

3.0%

Binta

ro3.0

%Pd

. Betu

ng3.0

%Ke

bayo

rang

2.3%

Limo

2.3%

Pal M

erah

2.3%

Kare

t2.3

%Su

dirma

n2.3

%Ra

suna

2.3%

Manp

anmg

2.1%

Mang

gara

iTo

tal

2.7%

2) T

otal S

ectio

n Volu

me (P

asse

nger

per d

ay)

Serp

ong

Rawa

Bun

tu2.9

%Ra

wa B

untu

Ciate

r3.1

%Ci

ater

Sudim

ara

3.1%

Sudim

ara

Jura

ngma

ngu

2.5%

Jura

ngma

ngu

Pd. R

anji

2.8%

Pd. R

anji

Binta

ro2.5

%Bi

ntaro

Pd. B

etung

2.1%

Pd. B

etung

Keba

yora

ng2.1

%Ke

bayo

rang

Limo

2.1%

Limo

Pal M

erah

2.1%

Pal M

erah

Kare

t0.5

%Ka

ret

Sudir

man

0.8%

Sudir

man

Rasu

na1.5

%Ra

suna

Manp

anmg

2.2%

Manp

anmg

Mang

gara

i2.2

%To

tal1.2

41.2

40(4

) Pas

seng

er R

even

ue (R

p. b

illion

per

year

)1)

Flag

Fall

1,000

Rp.

108

111

114

117

120

123

126

130

133

137

141

145

149

153

157

161

166

170

175

180

2) D

istan

t Por

tion

200

Rp./ k

m33

434

134

935

636

437

238

038

839

640

541

442

343

244

245

146

147

248

249

350

4To

tal P

asse

nger

Reve

nue

442

452

462

473

484

495

506

518

530

542

555

568

581

594

608

623

637

652

668

683

3) B

reak

down

of D

istan

t Por

tion R

even

ueDi

stanc

e (km

)Se

rpon

gRa

wa B

untu

1.404

67

77

77

88

88

89

99

910

1010

1111

Rawa

Bun

tuCi

ater

2.077

2020

2122

2223

2424

2526

2728

2829

3031

3233

3435

Ciate

rSu

dimar

a2.4

8124

2526

2728

2929

3031

3233

3435

3738

3940

4143

44Su

dimar

aJu

rang

mang

u1.9

9120

2021

2122

2223

2324

2525

2627

2728

2929

3031

31Ju

rang

mang

uPd

. Ran

ji2.2

3126

2727

2829

3031

3132

3334

3536

3738

3940

4143

44Pd

. Ran

jiBi

ntaro

1.620

1919

2020

2021

2222

2323

2424

2526

2627

2728

2930

Binta

roPd

. Betu

ng1.6

2519

1920

2021

2121

2222

2323

2424

2525

2626

2727

28Pd

. Betu

ngKe

bayo

rang

2.972

3636

3738

3940

4041

4243

4445

4647

4849

5051

5253

Keba

yora

ngLim

o1.3

9618

1919

2020

2121

2122

2223

2324

2425

2526

2627

27Lim

oPa

l Mer

ah2.3

2731

3132

3333

3435

3636

3738

3939

4041

4243

4445

46Pa

l Mer

ahKa

ret

2.644

3434

3434

3434

3535

3535

3536

3636

3636

3637

3737

Kare

tSu

dirma

n0.8

6112

1212

1212

1212

1212

1313

1313

1313

1313

1313

14Su

dirma

nRa

suna

0.586

1111

1112

1212

1212

1313

1313

1314

1414

1414

1515

Rasu

naMa

npan

mg1.1

7227

2828

2930

3031

3232

3334

3435

3637

3738

3940

41Ma

npan

mgMa

ngga

rai

1.390

3233

3334

3536

3737

3839

4041

4243

4344

4546

4749

Total

26.77

733

434

134

935

636

437

238

038

839

640

541

442

343

244

245

146

147

248

249

350

4

(5) N

et R

even

ue21

537

423

539

540

626

842

929

145

246

232

526

335

1-1

93-9

354

355

757

258

82,2

19

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-12

App

endi

x 7

(1):

Econ

omic

Ana

lysi

s of

2nd

JO

RR

Total

2004

~202

0To

tal20

04~2

040

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

2016

2017

2018

2019

2020

1. Co

sts (

billio

n ru

piah

s)1）

Tota

l Fin

ancia

l Cos

tLa

nd &

Com

pens

ation

2,061

00

00

2266

228

649

364

231

7834

2910

317

771

70

Cons

tructi

on C

ost

4,997

2,498

00

00

4010

037

182

668

932

216

644

6747

51,0

6473

110

2O&

M43

42,4

320

00

00

00

44

3540

5050

5252

5693

Total

(Fina

ncial

Cos

t)7,4

914,9

300

00

2210

632

81,0

191,1

9492

543

524

012

222

070

31,1

8679

419

5SC

F2）

Tota

l Eco

nom

ic Co

stLa

nd &

Com

pens

ation

60%

1,236

00

00

1340

137

389

219

139

4720

1762

106

434

0Co

nstru

ction

Cos

t84

%4,1

972,0

990

00

034

8431

169

457

927

013

937

5639

989

461

486

O&M

85%

369

2,067

00

00

00

03

330

3442

4244

4447

79To

tal (E

cono

mic C

ost)

5,802

4,166

00

013

7322

170

191

672

134

719

496

160

549

980

666

165

3）Di

scou

nted

tota

l cos

ts12

%2,0

200

00

947

125

355

414

291

125

6228

4112

620

112

227

2. VO

C an

d TT

C (b

illion

rupi

ahs)

1) N

ew 4b

VO

CH

237,6

0570

4,340

7,601

8,228

8,944

9,760

10,23

210

,847

11,54

012

,251

13,04

013

,914

14,88

315

,956

17,14

518

,463

19,92

321

,542

23,33

7VO

CM

256,3

4260

0,842

12,43

412

,884

13,38

013

,919

13,79

414

,260

15,00

915

,147

15,30

115

,473

15,66

415

,873

16,10

116

,350

16,61

916

,911

17,22

5VO

CL

16,48

320

,856

2,501

2,218

1,971

1,755

1,383

1,124

949

816

702

605

522

450

389

337

291

252

219

VOC

Sub-

total

510,4

301,3

26,03

822

,537

23,33

024

,294

25,43

325

,409

26,23

127

,498

28,21

429

,043

29,99

231

,068

32,27

933

,635

35,14

936

,834

38,70

540

,780

TTC

H14

8,908

707,0

063,3

163,6

714,0

794,5

314,7

265,3

226,1

936,8

827,6

518,5

119,4

7210

,547

11,75

113

,101

14,61

516

,315

18,22

6TT

CM

152,6

2747

0,656

7,125

7,318

7,529

7,753

7,598

8,141

9,221

9,302

9,391

9,486

9,590

9,701

9,821

9,949

10,08

510

,231

10,38

6TT

CL

6,699

9,833

1,044

897

771

663

534

441

378

331

290

254

223

196

172

151

133

116

102

TTC

Sub-

total

308,2

341,1

87,49

511

,486

11,88

612

,379

12,94

712

,859

13,90

515

,792

16,51

517

,332

18,25

219

,285

20,44

421

,743

23,20

024

,832

26,66

228

,715

Total

818,6

642,5

13,53

334

,023

35,21

636

,673

38,38

038

,267

40,13

543

,290

44,72

946

,375

48,24

450

,353

52,72

355

,379

58,34

961

,666

65,36

769

,495

2) W

ithou

t 2nd

JORR

VOC

H23

9,452

713,2

917,6

018,2

288,9

449,7

6010

,249

10,88

211

,596

12,31

713

,118

14,00

714

,995

16,09

217

,310

18,66

320

,165

21,83

523

,692

VOC

M25

7,145

603,1

5712

,434

12,88

413

,380

13,91

913

,811

14,29

715

,068

15,20

815

,364

15,53

815

,730

15,94

116

,171

16,42

116

,692

16,98

517

,301

VOC

L16

,503

20,90

72,5

012,2

181,9

711,7

551,3

841,1

2595

081

770

460

752

445

239

133

829

325

422

0VO

CSu

b-tot

al51

3,100

1,337

,355

22,53

723

,330

24,29

425

,433

25,44

326

,303

27,61

428

,342

29,18

630

,152

31,24

932

,485

33,87

235

,422

37,15

139

,075

41,21

3TT

CH

150,9

2172

0,002

3,316

3,671

4,079

4,531

4,742

5,357

6,252

6,955

7,741

8,620

9,604

10,70

511

,939

13,32

314

,877

16,62

218

,585

TTC

M15

3,110

472,9

047,1

257,3

187,5

297,7

537,6

068,1

589,2

499,3

329,4

239,5

229,6

289,7

429,8

659,9

9610

,136

10,28

510

,444

TTC

L6,7

089,8

691,0

4489

777

166

353

544

237

933

229

125

522

419

717

315

213

311

710

3TT

CSu

b-tot

al31

0,739

1,202

,776

11,48

611

,886

12,37

912

,947

12,88

313

,957

15,87

916

,620

17,45

618

,397

19,45

620

,644

21,97

723

,471

25,14

627

,024

29,13

2To

tal82

3,839

2,540

,131

34,02

335

,216

36,67

338

,380

38,32

540

,260

43,49

344

,961

46,64

148

,550

50,70

553

,129

55,84

958

,893

62,29

766

,099

70,34

53.

Bene

fits (

billio

n ru

piah

s)1)

VOC

Sav

ings

2,669

11,31

70

00

034

7211

612

814

216

018

120

623

727

331

737

043

22)

Tra

vel C

ost S

aving

s2,5

0515

,281

00

00

2452

8710

412

414

617

120

023

327

131

336

241

7To

tal be

nefits

5,174

26,59

80

00

058

125

203

232

266

306

352

406

470

544

631

732

850

Disc

ount

ed b

enef

itsDR

1) V

OC S

aving

s12

%1,2

650

00

022

4159

5858

5858

5961

6365

6871

2) T

rave

l Cos

t Sav

ings

12%

1,350

00

00

1530

4447

5053

5558

6062

6466

68To

tal be

nefits

12%

2,616

00

00

3771

103

105

107

110

113

117

121

125

129

134

139

4. Ne

t Ben

efits

(billi

on ru

piah

s)Ne

t Ben

efits

(eco

nomi

c pric

es)

22,43

20

00

-13

-15

-96

-497

-684

-455

-41

158

310

309

-5-3

4966

685

Net B

enefi

ts (d

iscou

nted a

t 12 %

)59

50

00

-9-1

0-5

4-2

52-3

09-1

84-1

551

8979

-1-7

112

112

Accu

mulat

ed N

et Be

nefits

(disc

ounte

d at 1

2 %)

00

0-9

-19

-74

-326

-635

-819

-834

-783

-693

-614

-615

-687

-675

-563

NPV:

12%

(disc

ount

rate

)59

5bi

llion

rupi

ahs

EIRR

:16

.3%

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-13

App

endi

x 7

(2):

Econ

omic

Ana

lysi

s of

2nd

JO

RR

2021

2022

2023

2024

2025

2026

2027

2028

2029

2030

2031

2032

2033

2034

2035

2036

2037

2038

2039

2040

1. Co

sts (

billio

n ru

piah

s)1）

Tota

l Fin

ancia

l Cos

tLa

nd &

Com

pens

ation

00

00

00

00

00

00

00

00

00

0-2

,061

Cons

tructi

on C

ost

00

00

00

00

00

00

00

00

00

0-2

,498

O&M

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

Total

(Fina

ncial

Cos

t)10

010

010

010

010

010

010

010

010

010

010

010

010

010

010

010

010

010

010

0-4

,459

SCF

2）To

tal E

cono

mic

Cost

Land

& C

ompe

nsati

on60

%0

00

00

00

00

00

00

00

00

00

-1,23

6Co

nstru

ction

Cos

t84

%0

00

00

00

00

00

00

00

00

00

-2,09

9O&

M85

%85

8585

8585

8585

8585

8585

8585

8585

8585

8585

85To

tal (E

cono

mic C

ost)

8585

8585

8585

8585

8585

8585

8585

8585

8585

85-3

,250

3）Di

scou

nted

tota

l cos

ts12

%12

1110

98

76

65

44

43

33

22

22

-55

2. VO

C an

d TT

C (b

illion

rupi

ahs)

1) N

ew 4b

VO

CH

23,33

723

,337

23,33

723

,337

23,33

723

,337

23,33

723

,337

23,33

723

,337

23,33

723

,337

23,33

723

,337

23,33

723

,337

23,33

723

,337

23,33

723

,337

VOC

M17

,225

17,22

517

,225

17,22

517

,225

17,22

517

,225

17,22

517

,225

17,22

517

,225

17,22

517

,225

17,22

517

,225

17,22

517

,225

17,22

517

,225

17,22

5VO

CL

219

219

219

219

219

219

219

219

219

219

219

219

219

219

219

219

219

219

219

219

VOC

Sub-

total

40,78

040

,780

40,78

040

,780

40,78

040

,780

40,78

040

,780

40,78

040

,780

40,78

040

,780

40,78

040

,780

40,78

040

,780

40,78

040

,780

40,78

040

,780

TTC

H18

,937

19,67

620

,443

21,24

022

,069

22,92

923

,824

24,75

325

,718

26,72

127

,763

28,84

629

,971

31,14

032

,354

33,61

634

,927

36,28

937

,705

39,17

5TT

CM

10,79

111

,212

11,64

912

,104

12,57

613

,066

13,57

614

,105

14,65

515

,227

15,82

116

,438

17,07

917

,745

18,43

719

,156

19,90

320

,679

21,48

622

,324

TTC

L10

611

011

511

912

412

913

413

914

415

015

616

216

817

518

218

919

620

421

222

0TT

CSu

b-tot

al29

,835

30,99

832

,207

33,46

334

,768

36,12

437

,533

38,99

740

,518

42,09

843

,740

45,44

647

,218

49,06

050

,973

52,96

155

,027

57,17

359

,402

61,71

9To

tal70

,615

71,77

972

,988

74,24

475

,549

76,90

578

,314

79,77

781

,298

82,87

984

,520

86,22

687

,999

89,84

091

,753

93,74

195

,807

97,95

310

0,183

102,4

99

2) W

ithou

t 2nd

JORR

VOC

H23

,692

23,69

223

,692

23,69

223

,692

23,69

223

,692

23,69

223

,692

23,69

223

,692

23,69

223

,692

23,69

223

,692

23,69

223

,692

23,69

223

,692

23,69

2VO

CM

17,30

117

,301

17,30

117

,301

17,30

117

,301

17,30

117

,301

17,30

117

,301

17,30

117

,301

17,30

117

,301

17,30

117

,301

17,30

117

,301

17,30

117

,301

VOC

L22

022

022

022

022

022

022

022

022

022

022

022

022

022

022

022

022

022

022

022

0VO

CSu

b-tot

al41

,213

41,21

341

,213

41,21

341

,213

41,21

341

,213

41,21

341

,213

41,21

341

,213

41,21

341

,213

41,21

341

,213

41,21

341

,213

41,21

341

,213

41,21

3TT

CH

19,31

020

,063

20,84

521

,658

22,50

323

,381

24,29

325

,240

26,22

427

,247

28,31

029

,414

30,56

131

,753

32,99

134

,278

35,61

537

,004

38,44

739

,946

TTC

M10

,851

11,27

411

,714

12,17

112

,646

13,13

913

,651

14,18

414

,737

15,31

115

,909

16,52

917

,174

17,84

318

,539

19,26

220

,014

20,79

421

,605

22,44

8TT

CL

107

111

116

120

125

130

135

140

146

151

157

163

170

176

183

190

198

206

214

222

TTC

Sub-

total

30,26

831

,449

32,67

533

,950

35,27

436

,649

38,07

939

,564

41,10

742

,710

44,37

646

,106

47,90

449

,773

51,71

453

,731

55,82

658

,003

60,26

562

,616

Total

71,48

172

,662

73,88

875

,162

76,48

677

,862

79,29

180

,776

82,31

983

,923

85,58

887

,319

89,11

790

,985

92,92

694

,943

97,03

999

,216

101,4

7810

3,829

3. Be

nefit

s (bi

llion

rupi

ahs)

1) V

OC S

aving

s43

243

243

243

243

243

243

243

243

243

243

243

243

243

243

243

243

243

243

243

22)

Tra

vel C

ost S

aving

s43

345

046

848

650

552

554

556

758

961

263

666

068

671

374

177

080

083

186

389

7To

tal be

nefits

866

883

900

919

938

957

978

999

1,021

1,044

1,068

1,093

1,118

1,145

1,173

1,202

1,232

1,263

1,296

1,329

Disc

ount

ed b

enef

itsDR

1) V

OC S

aving

s12

%63

5650

4540

3632

2825

2320

1816

1413

1210

98

72)

Tra

vel C

ost S

aving

s12

%63

5954

5047

4340

3735

3230

2826

2422

2019

1816

15To

tal be

nefits

12%

126

115

105

9587

7972

6660

5550

4642

3835

3229

2725

22

4. Ne

t Ben

efits

(billi

on ru

piah

s)Ne

t Ben

efits

(eco

nomi

c pric

es)

781

798

815

834

853

872

893

914

936

959

983

1,008

1,034

1,060

1,088

1,117

1,147

1,178

1,211

4,579

Net B

enefi

ts (d

iscou

nted a

t 12 %

)11

410

495

8679

7266

6055

5046

4239

3532

3027

2523

77Ac

cumu

lated

Net

Bene

fits (d

iscou

nted a

t 12 %

)-4

49-3

45-2

51-1

64-8

5-1

353

113

168

218

264

307

345

381

413

443

470

495

518

595

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-14

App

endi

x 8

(1):

Fina

ncia

l Ana

lysi

s of

2nd

JO

Toll S

ectio

n: 1~

14,

With

Lan

d de

velo

pmen

t sce

nario

alon

g 2n

d JO

RR,

Tarif

f: Rp

.500 p

er P

CU-k

m in

2003

and

annu

al in

crea

se b

y 7%

(rea

l gro

wth

rate

) afte

r 201

0

Total

Cost

2004

2005

2006

2007

2008

2009

2010

2011

2012

2013

2014

2015

2016

2017

2018

2019

2020

2021

2022

2023

2024

2025

1. Co

st S

ched

ule (

Rp. B

illion

)(2

004-

2020

)To

llLa

nd10

0%1,7

290

00

2266

228

649

364

231

7525

913

3511

00

00

0Se

ction

1Ci

vil w

ork &

Stru

cture

2,311

00

00

3176

283

631

526

246

127

3451

114

138

550

00

1214

15I

Engin

eerin

g, VA

T, C

TG71

60

00

09

2488

196

163

7639

1016

3543

170

00

44

5Se

ction

14To

tal ca

piotal

cost

4,755

00

022

106

328

1,019

1,191

921

397

190

5279

184

193

720

00

1618

20An

nual

OM co

st40

10

00

00

00

44

3540

5050

5252

5660

6060

6061

612.

Traf

fic d

eman

d1)

PCU

per

day

(2 d

irect

ions

)Le

ngth

(km)

Toll

110

.650

00

00

00

00

12,38

012

,999

13,64

914

,331

15,04

815

,800

16,59

017

,420

18,29

119

,206

20,16

621

,174

22,23

3To

ll2

6.23

00

00

00

00

00

026

,851

28,19

329

,603

31,08

332

,637

34,26

935

,982

37,78

239

,671

41,65

443

,737

Toll

32.7

60

00

00

00

00

37,91

339

,809

41,80

043

,890

46,08

448

,388

50,80

853

,348

56,01

558

,816

61,75

764

,845

68,08

7To

ll4

7.85

00

00

00

00

00

033

,107

34,76

236

,501

38,32

640

,242

42,25

444

,367

46,58

548

,914

51,36

053

,928

Toll

58.2

60

00

00

00

00

039

,014

40,96

543

,013

45,16

447

,422

49,79

352

,283

54,89

757

,642

60,52

463

,550

66,72

8To

ll6

4.13

00

00

00

00

016

,261

30,70

045

,140

47,39

749

,767

52,25

554

,868

57,61

160

,492

63,51

666

,692

70,02

773

,528

Toll

71.8

70

00

00

00

00

20,86

628

,661

36,45

538

,278

40,19

242

,201

44,31

146

,527

48,85

351

,296

53,86

156

,554

59,38

2To

ll8

5.77

00

00

00

00

020

,866

28,66

136

,455

38,27

840

,192

42,20

144

,311

46,52

748

,853

51,29

653

,861

56,55

459

,382

Toll

92.7

90

00

00

00

00

36,35

642

,878

49,40

051

,870

54,46

357

,186

60,04

663

,048

66,20

069

,510

72,98

676

,635

80,46

7To

ll10

3.28

00

00

00

34,74

236

,479

38,30

340

,218

43,97

947

,739

50,12

652

,633

55,26

458

,028

60,92

963

,975

67,17

470

,533

74,06

077

,763

Toll

112.9

70

00

00

00

00

00

28,41

129

,831

31,32

332

,889

34,53

336

,260

38,07

339

,977

41,97

544

,074

46,27

8To

ll12

5.76

00

00

00

00

00

00

025

,884

27,17

828

,537

29,96

431

,462

33,03

534

,687

36,42

138

,243

Toll

139.5

70

00

00

00

00

00

00

00

20,02

221

,023

22,07

423

,178

24,33

725

,554

26,83

1To

ll14

8.76

00

00

00

00

00

00

00

00

9,636

10,11

810

,624

11,15

511

,713

12,29

8To

ll Fre

e15

00

00

00

00

00

00

00

00

00

00

00

Toll F

ree

160

00

00

00

00

00

00

00

00

00

00

0To

ll Fre

e17

00

00

00

00

00

00

00

00

00

00

00

2) P

CU-k

m p

er ye

ar (1

,000,0

00)

Toll

10

00

00

00

00

4851

5356

5861

6468

7175

7882

86To

ll2

00

00

00

00

00

061

6467

7174

7882

8690

9510

0To

ll3

00

00

00

00

038

4042

4446

4951

5456

5962

6569

Toll

40

00

00

00

00

00

9510

010

511

011

512

112

713

414

014

715

5To

ll5

00

00

00

00

00

118

124

130

136

143

150

158

166

174

183

192

201

Toll

60

00

00

00

00

2446

6871

7579

8387

9196

100

105

111

Toll

70

00

00

00

00

1420

2526

2729

3032

3335

3738

40To

ll8

00

00

00

00

044

6077

8185

8993

9810

310

811

311

912

5To

ll9

00

00

00

00

037

4450

5355

5861

6467

7174

7882

Toll

100

00

00

042

4446

4853

5760

6366

6973

7680

8489

93To

ll11

00

00

00

00

00

031

3234

3637

3941

4346

4850

Toll

120

00

00

00

00

00

00

5457

6063

6669

7377

80To

ll13

00

00

00

00

00

00

00

070

7377

8185

8994

Toll

140

00

00

00

00

00

00

00

031

3234

3637

39To

tal0

00

00

042

4446

254

431

682

717

807

847

959

1,038

1,090

1,145

1,202

1,262

1,325

3. An

nual

Toll R

even

ue (R

p. B

illion

)To

tal (2

004-

2050

)To

ll rev

enue

234,9

190

00

00

020

.823

.326

156

282

479

538

648

728

882

1,021

1,147

1,289

1,448

1,627

1,828

4. An

nua

(Sec

tion

1-14

)To

tal (2

004-

2050

)Inv

estm

ent c

ost

5,084

00

022

106

328

1,019

1,191

921

397

190

5279

184

193

720

00

1618

20O&

M2,3

300

00

00

00

44

3540

5050

5252

5660

6060

6061

61To

tal7,4

140

00

2210

632

81,0

191,1

9492

543

223

010

212

923

624

412

860

6060

7679

81

5. Ne

t Rev

enue

(Rp.

Billi

on)

227,5

050

00

-22

-106

-328

-999

-1,17

1-8

98-2

7652

376

409

412

484

754

961

1,087

1,229

1,372

1,548

1,747

NPV

(disc

ount

rate

=18%

):Rp

.111 b

illion

FIRR

:18

.6%

Inter

media

te-ter

m pe

riod

Long

-term

perio

d

Case

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-15

App

endi

x 8

(2):

Fina

ncia

l Ana

lysi

s of

2nd

JO

RR

2026

2027

2028

2029

2030

2031

2032

2033

2034

2035

2036

2037

2038

2039

2040

2041

2042

2043

2044

2045

2046

2047

2048

2049

2050

1. Co

st S

ched

ule (

Rp. B

illion

)To

llLa

nd0

00

00

00

00

00

00

00

00

00

00

00

00

Secti

on 1

Civil

wor

k & S

tructu

re0

400

370

290

00

758

010

00

00

00

029

00

00

IEn

ginee

ring,

VAT,

CTG

012

011

09

00

02

180

30

00

00

00

90

00

0Se

ction

14To

tal ca

piotal

cost

052

048

038

00

09

760

130

00

00

00

380

00

0An

nual

OM co

st61

6163

6363

6364

6464

6464

6666

6666

6666

6666

6666

6767

6767

2. Tr

affic

1) P

CU p

er d

ay (2

dire

ctio

ns)

Toll

123

,344

24,51

225

,737

27,02

428

,375

29,79

431

,284

32,84

834

,490

36,21

538

,026

39,92

741

,923

44,01

946

,220

48,53

150

,958

53,50

656

,181

58,99

061

,940

65,03

768

,289

71,70

375

,288

Toll

245

,924

48,22

050

,631

53,16

255

,821

58,61

261

,542

64,61

967

,850

71,24

374

,805

78,54

582

,472

86,59

690

,926

95,47

210

0,246

105,2

5810

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

Toll

371

,491

75,06

678

,819

82,76

086

,898

91,24

395

,805

100,5

9610

5,625

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

Toll

456

,624

59,45

662

,428

65,55

068

,827

72,26

975

,882

79,67

683

,660

87,84

392

,235

96,84

710

1,689

106,7

7410

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

Toll

570

,064

73,56

777

,246

81,10

885

,163

89,42

293

,893

98,58

710

3,517

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

Toll

677

,204

81,06

485

,118

89,37

493

,842

98,53

410

3,461

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

Toll

762

,351

65,46

868

,742

72,17

975

,788

79,57

783

,556

87,73

492

,120

96,72

610

1,563

106,6

4110

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

Toll

862

,351

65,46

868

,742

72,17

975

,788

79,57

783

,556

87,73

492

,120

96,72

610

1,563

106,6

4110

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

Toll

984

,490

88,71

593

,151

97,80

810

2,699

107,8

3310

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

Toll

1081

,651

85,73

390

,020

94,52

199

,247

104,2

0910

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

Toll

1148

,592

51,02

153

,573

56,25

159

,064

62,01

765

,118

68,37

471

,792

75,38

279

,151

83,10

987

,264

91,62

796

,209

101,0

1910

6,070

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

108,0

0010

8,000

Toll

1240

,155

42,16

244

,270

46,48

448

,808

51,24

953

,811

56,50

259

,327

62,29

365

,408

68,67

872

,112

75,71

879

,503

83,47

987

,653

92,03

596

,637

101,4

6910

6,542

108,0

0010

8,000

108,0

0010

8,000

Toll

1328

,173

29,58

131

,061

32,61

434

,244

35,95

637

,754

39,64

241

,624

43,70

545

,891

48,18

550

,594

53,12

455

,780

58,56

961

,498

64,57

367

,801

71,19

174

,751

78,48

882

,413

86,53

490

,860

Toll

1412

,913

13,55

914

,237

14,94

915

,696

16,48

117

,305

18,17

019

,079

20,03

321

,034

22,08

623

,190

24,35

025

,567

26,84

628

,188

29,59

731

,077

32,63

134

,262

35,97

637

,774

39,66

341

,646

Toll F

ree

150

00

00

00

00

00

00

00

00

00

00

00

00

Toll F

ree

160

00

00

00

00

00

00

00

00

00

00

00

00

Toll F

ree

170

00

00

00

00

00

00

00

00

00

00

00

00

2) P

CU-k

m p

er ye

ar (1

,000,0

00)

Toll

191

9510

010

511

011

612

212

813

414

114

815

516

317

118

018

919

820

821

822

924

125

326

527

929

3To

ll2

104

110

115

121

127

133

140

147

154

162

170

179

188

197

207

217

228

240

246

246

246

246

246

246

246

Toll

372

7679

8388

9297

101

107

109

109

109

109

109

109

109

109

109

109

109

109

109

109

109

109

Toll

416

217

017

918

819

720

721

822

824

025

226

427

829

230

631

031

031

031

031

031

031

031

031

031

031

0To

ll5

211

222

233

245

257

270

283

297

312

326

326

326

326

326

326

326

326

326

326

326

326

326

326

326

326

Toll

611

612

212

813

514

114

815

616

316

316

316

316

316

316

316

316

316

316

316

316

316

316

316

316

316

3To

ll7

4245

4749

5254

5760

6366

6973

7474

7474

7474

7474

7474

7474

74To

ll8

131

138

145

152

160

168

176

185

194

204

214

225

228

228

228

228

228

228

228

228

228

228

228

228

228

Toll

986

9095

9910

411

011

011

011

011

011

011

011

011

011

011

011

011

011

011

011

011

011

011

011

0To

ll10

9810

210

811

311

912

512

912

912

912

912

912

912

912

912

912

912

912

912

912

912

912

912

912

912

9To

ll11

5355

5861

6467

7174

7882

8690

9599

104

110

115

117

117

117

117

117

117

117

117

Toll

1284

8993

9810

310

811

311

912

513

113

714

415

215

916

717

518

419

320

321

322

422

722

722

722

7To

ll13

9810

310

811

412

012

613

213

814

515

316

016

817

718

519

520

421

522

523

724

926

127

428

830

231

7To

ll14

4143

4648

5053

5558

6164

6771

7478

8286

9095

9910

411

011

512

112

713

3To

tal1,3

911,4

611,5

341,6

111,6

911,7

761,8

581,9

382,0

142,0

902,1

532,2

182,2

762,3

332,3

812,4

282,4

772,5

252,5

672,6

052,6

452,6

792,7

112,7

442,7

803.

Annu

al To

ll Rev

enue

(Rp.

Billi

on)

Toll r

even

ue2,0

542,3

072,5

922,9

123,2

723,6

764,1

154,5

925,1

095,6

716,2

506,8

937,5

688,3

009,0

649,8

8910

,795

11,77

412

,809

13,90

815

,108

16,37

217

,727

19,20

420

,813

4. Co

st(S

ectio

n 1-

14)

Inves

tmen

t cos

t0

520

480

380

00

976

013

00

00

00

038

00

00

O&M

6161

6363

6363

6464

6464

6466

6666

6666

6666

6666

6667

6767

67To

tal61

114

6311

163

101

6464

6473

140

6679

6666

6666

6666

6610

467

6767

67

5. Ne

t Rev

enue

(Rp.

Billi

on)

1,992

2,194

2,530

2,802

3,209

3,575

4,051

4,528

5,044

5,598

6,110

6,827

7,489

8,234

8,998

9,823

10,72

911

,707

12,74

313

,842

15,00

416

,305

17,66

119

,137

20,74

6

The Study on Integrated Transportation Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies (Appendix 1)

AP2-16