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CONVERSION OF EXISTING 4-LANE SUPERHIGHWAY
         INTO 6-LANE MOTORWAY (M9)
   ON BOT (BUILD-OPERATE-TRANSFER) BASIS
The Karachi – Hyderabad section
      of National Highway (populary
      known as superhighway)
      connects the port city of Karachi
      with the North of Pakistan.

      This section of the highway is
      amongst the most densely
      trafficked in the entire country
      and is serving a traffic volume of
M-9   about 24,000 vehicles per day
      with volume of large portion of
      truck & trailer traffic.
The superhighway is also the shortest possible distance   Alternative route are available via the N-5
between the two cities (Karachi & Hyderabad) and          which the alignment being not-so parellel
further feeds into the main North –South Link of the      as the superhighway and at the length of
National Highway. The superhighway length at 136km.       175km.

Other than Karachi Port, Qasim Port which located at
the South-East of Karachi City is also utilizing the                                     HYDERABAD
Superhighway for logistic purpose as the N-5 being a
single carriageway with a condition not suitable for
trucks & trailer to travel.




                                                       M-9 : 136KM




  KARACHI
                 Qasim
                  Port                                                    N-5 : 175KM
The highway was first constructed as 2-Lane single carriageway
with the assistance of World Bank during 1964 – 1968.
The highway are then duelized in year 1991 and converted to 4-
Lane Duel carriageway due to high increase in the traffic volume.
Toll is being collected from highway user by the NHA.
Presently, the traffic volume has exceed the duel carriageway
capacity and NHA has constructed an additional lane of 3m
shoulder as solution for present being.
To-date, highway users are facing inconvenience due to immerse growth of traffic volume and
presently exceeding the 4-lane capacity. The solution lies in the upgrading of the existing 4-
lane superhighway to a 6-lane Motorway (M-9).

The Project M-9 is to be carried out under PPP (Public-Private-Partnership) arrangement on
the BOT (Built-Operate-Transfer) Basic.

                 North Bound 2-Lane                South Bound 2-Lane
To-date, highway users are facing inconvenience due to immerse growth of traffic volume and
presently exceeding the 4-lane capacity. The solution lies in the upgrading of the existing 4-
lane superhighway to a 6-lane Motorway (M-9).

The Project M-9 is to be carried out under PPP (Public-Private-Partnership) arrangement on
the BOT (Built-Operate-Transfer) Basic.

                     North Bound 3-Lane         South Bound 3-Lane
Current Superhighway :: OPEN – TOLL – SYSTEM




Karachi                                                             Hyderabad
Toll $$                                                                   Toll



                                                                           $$
      Fuel Station
       / rest area

                                           Town Area.
Soon, M9 Motorway :: CLOSE – TOLL – SYSTEM




Karachi
Toll Ticket                                                          Distance X $$


                                                                         Hyderabad
Distance X $$                         Ticket       Town Toll Plaza             Toll
     Fuel Station
      Fuel Station
      / rest area                                Distance X $$
        / rest area
                                           Town Area.
The key engineering features of the M-9 Project, for the construction of world class
motorway, include :

 1) Rehabilitation of the existing 136km 4-Lane existing carriageway ;
 2) Construction of two (2) new additional lanes to become a 6-Lane M9 Motorway ;
 3) Construction of Services Lanes @ certain urban, semi-urban, & rural area ;
 4) Extension of all existing bridges ;
 5) Construction of Two (2) New 16-Lane Main Toll Plaza at Karachi & Hyderabad &
    Seven (7) New 4-Lane Mini Toll Plaza at each interchanges ;
 6) Seven (7) new interchanges to be provided ;
 7) Two (2) rest & service area to be provided ;
 8) Seven (7) weight stations to be provided ;
 9) Two (2) maintenance & operation compounds ;
10) Perimeter Fencing on both side of Motorway to define ROW ;
11) Electronic Toll Collection (ETC) for quick convenient & cashless transaction ;
12) Emergency Call Services to aid motorist in event of accidents & other emergencies;
13) CCTV & Centralized Operation Centre ;
14) Variable Message Signboards (VMS) for traffic updates & information to motorists ;
15) Other ancillary development relevant to the M9 Motorway ...
CONVERSION OF EXISTING 4-LANE SUPERHIGHWAY
         INTO 6-LANE MOTORWAY (M9)
   ON BOT (BUILD-OPERATE-TRANSFER) BASIS
Salient Terms

 Clause                     Terms


 Concession Period          28 years from the date of signing of CA.



 Effective Date             Date of signing of CA.


 Financial Close            Six (6) months.


 Work Commencement Date Thirty (30) days from Financial Close.



 Construction Period        Thirty (30) months from Work Commencement Date.
Estimated Capital Expenditure

                                                                                  Rupees
                                    Description                                   (“PKR”)


 Main Carriageway (North & South Bound)
                                                                               12,898,796,912
 Interchanges (7 nos)
                                                                               1,507,732,244
 Service Road
                                                                               1,084,549,545
 Service Areas (North and South)
                                                                                676,595,473
 Main Toll Plaza
                                                                                378,494,986
 Weigh Bridges & Allied Works
                                                                                236,559,366
                                                           Construction Cost
                                                                               16,782,728,525
 General & Preliminary, Consultancy, Design & Project Management Fees

                                                                               1,485,271,472
                                                                 Grand Total
                                                                               18,267,999,997
CONVERSION OF EXISTING 4-LANE SUPERHIGHWAY
         INTO 6-LANE MOTORWAY (M9)
   ON BOT (BUILD-OPERATE-TRANSFER) BASIS
Site Video @ Various Spot

                                                               HYDERABAD



                                                           5
                                   4                   6
                                                   7
                        3
                   2                       8
          1                            9
                              10
                       11
              12
KARACHI
NATO supply routes through Pakistan
………………………………………………RESUME.
NATO supply routes through
Pakistan RESUME has directly
benefit the M9 Motorway.
CONVERSION OF EXISTING 4-LANE SUPERHIGHWAY
         INTO 6-LANE MOTORWAY (M9)
   ON BOT (BUILD-OPERATE-TRANSFER) BASIS
Conversion of 4-lane superhighway to 6-lane motorway (M-9)
Conversion of 4-lane superhighway to 6-lane motorway (M-9)

    Proposed Lanes Widening towards the Median



 North Bound 2-Lane             South Bound 2-Lane
Conversion of 4-lane superhighway to 6-lane motorway (M-9)

    Proposed Lanes Widening towards the Median



    North Bound 3-Lane        South Bound 3-Lane
Conversion of 4-lane superhighway to 6-lane motorway (M-9)

    Proposed Lanes Widening towards the Median
           to achieve following advantages :
Conversion of 4-lane superhighway to 6-lane motorway (M-9)

    Proposed Lanes Widening towards the Median
           to achieve following advantages :
Conversion of 4-lane superhighway to 6-lane motorway (M-9)

    Proposed Lanes Widening towards the Median
           to achieve following advantages :
Conversion of 4-lane superhighway to 6-lane motorway (M-9)

    Proposed Lanes Widening towards the Median
           to achieve following advantages :
Conversion of 4-lane superhighway to 6-lane motorway (M-9)

 The existing median width is approximately 7meter to 8meter between the edges of
Nth Bound Fast Lane & Sth Bound Fast Lane which make the lanes widening toward
 median executable. However, there are estimated length of 15 – 20 km out of total
136km, require widening toward outer shoulder due to insufficient gaps in the median.

                North Bound 3-Lane        South Bound 3-Lane
Conversion of 4-lane superhighway to 6-lane motorway (M-9)

Median Width of Existing Superhighway Condition (North Bound Direction)

                                       Median of 7 – 9 m available
                                        for new lane widening




Existing M9              Existing M9                   Additional
Slow Lane.               Fast Lane.                    3m Shoulder
Conversion of 4-lane superhighway to 6-lane motorway (M-9)

Median Width of Existing Superhighway Condition (South Bound Direction)

                                Median of 7 – 9 m available for
                                     new lane widening




                                  Additional
                                  1m Shoulder
Rehabilitation of the 4-Lane existing carriageway
Pavement Distress           Rutting : NHA-KM 96 to 136
Various pavement distress are discovered in the existing 136KM M9 Super-Highway.
Among this pavement distress, NHA-KM 96 to KM136 are found to be the most serious
and require immediate attention.
Pavement Distress   Rutting : NHA-KM 96 to 136
                                 The Rutting begin from KM-096…




                                                 M9 Hyderabad
                                                 Toll Plaza


                                                    KM136




           KM96
Pavement Distress   Rutting : NHA-KM 96 to 136
                                 And stretched all the way to KM136
                                 till it is near M9 Hyderabad Toll Plaza.



                                                    M9 Hyderabad
                                                    Toll Plaza


                                                       KM136




           KM96
Pavement Distress   Rutting : NHA-KM 96 to 136
                                        Most of the heavy-weight truck /
                                        trailer will avoid having their wheels
                                        rolling on the rutting surface…


                                                            M9 Hyderabad
                                                            Toll Plaza


                                                               KM136




                     When avoiding the rutting surface...
                    The truck / trailer will have their wheel roll toward
                    the fast lane, which will disturb the motorist on
           KM96     fast lane.
Pavement Distress   Rutting : NHA-KM 96 to 136
                                      The most serious stretch can
                                      be found in between KM 126
                                      – 127 …


                                               M9 Hyderabad
                                               Toll Plaza


                                                  KM136




           KM96
Pavement Distress   Rutting : NHA-KM 96 to 136
Pavement Distress   Rutting : NHA-KM 96 to 136
Pavement Distress   Rutting : NHA-KM 96 to 136
Pavement Distress   Rutting : NHA-KM 96 to 136
Pavement Distress               Rutting : NHA-KM 96 to 136




During Raining Season…
These rutting surface will be filled with water…
leaving all the motorist no choice, but to travel on the fast lane only.
Pavement Distress               Rutting : NHA-KM 96 to 136




These rutting surface also very likely to cause serious accident…
When travel at high speed, it is difficult for motorist to notice the rutting…
Many impatient motorist when travel behind a slow driving truck / trailer…
if the truck doesn’t give way, they will tend to divert to the rutting slow lane at
high speed, eventually lose control of their vehicle and enter into an accident.
Pavement Distress      Rutting : NHA-KM 96 to 136




                                              Accident @ KM 126…
 Accident @ KM 110…
                                              NB toward Hyderabad
 NB toward Hyderabad
                                              DATE : 30/3/2012
 DATE : 5/4/2012
Pavement Distress   KM   96-KM136 WORK SEQUENCE
M9 PAVEMENT DISTRESS
NHA KM : 96 – 136
Propose Construction & Rehabilitation Work Sequence
Pavement Distress              KM   96-KM136 WORK SEQUENCE
 The daily traffic volume on this stretch is very high @ appx 12,000 vehicles travel / day.
 Out of 12,000 vehicles… 6,300 is belong to truck and 4-6 axle articulated truck.
 As a result, proper traffic diversion must be executed in order not to cause traffic choke
 at this stretch of the road.




     Shoulder @ 1M width

Unlike other stretch of M9 super-highway where the shoulder is 3M wide…

The shoulder at KM-096 to KM-136 is only 1M width…
1M width is not wide enough to be apply as alternative lane for traffic
diversion purposes.
Pavement Distress             KM   96-KM136 WORK SEQUENCE
 Since 1M width of shoulder can’t be serve as the purpose of alternative lane for traffic
 diversion purposes… usually, temporary track should be consider in this manner…
 However, such additional cost can be avoided, by constructing the new lane in the
 mediam which to be a permanent road and also serve as a diversion route.




1) Site clearing & excavation work to be executed at the mediam without
  disturbing the existing traffic.
Pavement Distress            KM   96-KM136 WORK SEQUENCE




2) The new road which to be serve permanent road to be constructed.
Pavement Distress             KM   96-KM136 WORK SEQUENCE




3) The NJB to be executed at site to avoid confusion of traffic for both
   North-Bound and South-Bound or prevent some unpredictable incident
   where a motorist from a bound accidentally enter into the other bound.
Pavement Distress               KM   96-KM136 WORK SEQUENCE




4) Road painting work to be executed for traffic diversion.
   Diversion signboard, safety corn, & etc... to be place at site and ready for
   rehabilitation work.
Pavement Distress              KM   96-KM136 WORK SEQUENCE




5) Rehabilitation work will then begin by removing the rutting surface.
Pavement Distress             KM   96-KM136 WORK SEQUENCE




5) Rehabilitation work will then be completed.
Extension of Existing Bridges
Extension of Existing 4-Lane Bridges
Interchanges
Interchanges
Services Road
Services Roads
Services Roads




           M9


Service lanes


                    Interchanges :
                    Toll Plaza.
Architectural Design on
Toll Plaza, Mini Toll Plaza, Rest & Services Area.
Construction of Two (2) New 16-Lane Main Toll Plaza at Karachi & Hyderabad
Construction of Two (2) New 16-Lane Main Toll Plaza at Karachi & Hyderabad
Construction of Two (2) New 16-Lane Main Toll Plaza at Karachi & Hyderabad
Construction of Two (2) New 16-Lane Main Toll Plaza at Karachi & Hyderabad
Construction of Two (2) New 16-Lane Main Toll Plaza at Karachi & Hyderabad
Construction of Seven (7) New 4-Lane Mini Toll Plaza at each interchanges
Construction of Seven (7) New 4-Lane Mini Toll Plaza at each interchanges
Construction of Seven (7) New 4-Lane Mini Toll Plaza at each interchanges
Rest & Services Area
Rest & Services Area
Rest & Services Area
Rest & Services Area
Rest & Services Area
Rest & Services Area
Toll System
Electronic Toll Collection (ETC) for quick convenient & cashless transaction




                                                   TOUCH ‘ N ‘ GO
                CASH ONLY
                                                    DEBIT CARD
                                                  PAYMENT SYSTEM
Automatic Barrier At Toll Plazas.
Emergency Call Services to aid Motorist
in the event of car breakdown, accidents & other emergencies.
VMS , Variable Message Signboard


                  SLOW DOWN. MAINTENANCE
                   CAUTION : STALLED
                  WORK AT KM 78.
                   VEHICLES AT KM 108.



                            Variable Message Signboards to
                            be provided to inform Motorist
                            on the motorway condition…

                            For examples :
                            1) Cautioning motorist on
                               accident / maintenance work
                               ahead.
                            2) Informing traffic condition
                                and to advise alternative
                                routes if available.
                            3) Inform city condition if
                               unfortunate protesting or riots
                               occurred.
~ THANK YOU ~

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Pstt to bankers @ PC hotel (19-7-2012)

  • 1. CONVERSION OF EXISTING 4-LANE SUPERHIGHWAY INTO 6-LANE MOTORWAY (M9) ON BOT (BUILD-OPERATE-TRANSFER) BASIS
  • 2. The Karachi – Hyderabad section of National Highway (populary known as superhighway) connects the port city of Karachi with the North of Pakistan. This section of the highway is amongst the most densely trafficked in the entire country and is serving a traffic volume of M-9 about 24,000 vehicles per day with volume of large portion of truck & trailer traffic.
  • 3. The superhighway is also the shortest possible distance Alternative route are available via the N-5 between the two cities (Karachi & Hyderabad) and which the alignment being not-so parellel further feeds into the main North –South Link of the as the superhighway and at the length of National Highway. The superhighway length at 136km. 175km. Other than Karachi Port, Qasim Port which located at the South-East of Karachi City is also utilizing the HYDERABAD Superhighway for logistic purpose as the N-5 being a single carriageway with a condition not suitable for trucks & trailer to travel. M-9 : 136KM KARACHI Qasim Port N-5 : 175KM
  • 4. The highway was first constructed as 2-Lane single carriageway with the assistance of World Bank during 1964 – 1968.
  • 5. The highway are then duelized in year 1991 and converted to 4- Lane Duel carriageway due to high increase in the traffic volume. Toll is being collected from highway user by the NHA.
  • 6. Presently, the traffic volume has exceed the duel carriageway capacity and NHA has constructed an additional lane of 3m shoulder as solution for present being.
  • 7. To-date, highway users are facing inconvenience due to immerse growth of traffic volume and presently exceeding the 4-lane capacity. The solution lies in the upgrading of the existing 4- lane superhighway to a 6-lane Motorway (M-9). The Project M-9 is to be carried out under PPP (Public-Private-Partnership) arrangement on the BOT (Built-Operate-Transfer) Basic. North Bound 2-Lane South Bound 2-Lane
  • 8. To-date, highway users are facing inconvenience due to immerse growth of traffic volume and presently exceeding the 4-lane capacity. The solution lies in the upgrading of the existing 4- lane superhighway to a 6-lane Motorway (M-9). The Project M-9 is to be carried out under PPP (Public-Private-Partnership) arrangement on the BOT (Built-Operate-Transfer) Basic. North Bound 3-Lane South Bound 3-Lane
  • 9. Current Superhighway :: OPEN – TOLL – SYSTEM Karachi Hyderabad Toll $$ Toll $$ Fuel Station / rest area Town Area.
  • 10. Soon, M9 Motorway :: CLOSE – TOLL – SYSTEM Karachi Toll Ticket Distance X $$ Hyderabad Distance X $$ Ticket Town Toll Plaza Toll Fuel Station Fuel Station / rest area Distance X $$ / rest area Town Area.
  • 11. The key engineering features of the M-9 Project, for the construction of world class motorway, include : 1) Rehabilitation of the existing 136km 4-Lane existing carriageway ; 2) Construction of two (2) new additional lanes to become a 6-Lane M9 Motorway ; 3) Construction of Services Lanes @ certain urban, semi-urban, & rural area ; 4) Extension of all existing bridges ; 5) Construction of Two (2) New 16-Lane Main Toll Plaza at Karachi & Hyderabad & Seven (7) New 4-Lane Mini Toll Plaza at each interchanges ; 6) Seven (7) new interchanges to be provided ; 7) Two (2) rest & service area to be provided ; 8) Seven (7) weight stations to be provided ; 9) Two (2) maintenance & operation compounds ; 10) Perimeter Fencing on both side of Motorway to define ROW ; 11) Electronic Toll Collection (ETC) for quick convenient & cashless transaction ; 12) Emergency Call Services to aid motorist in event of accidents & other emergencies; 13) CCTV & Centralized Operation Centre ; 14) Variable Message Signboards (VMS) for traffic updates & information to motorists ; 15) Other ancillary development relevant to the M9 Motorway ...
  • 12. CONVERSION OF EXISTING 4-LANE SUPERHIGHWAY INTO 6-LANE MOTORWAY (M9) ON BOT (BUILD-OPERATE-TRANSFER) BASIS
  • 13. Salient Terms Clause Terms Concession Period 28 years from the date of signing of CA. Effective Date Date of signing of CA. Financial Close Six (6) months. Work Commencement Date Thirty (30) days from Financial Close. Construction Period Thirty (30) months from Work Commencement Date.
  • 14. Estimated Capital Expenditure Rupees Description (“PKR”)  Main Carriageway (North & South Bound) 12,898,796,912  Interchanges (7 nos) 1,507,732,244  Service Road 1,084,549,545  Service Areas (North and South) 676,595,473  Main Toll Plaza 378,494,986  Weigh Bridges & Allied Works 236,559,366 Construction Cost 16,782,728,525  General & Preliminary, Consultancy, Design & Project Management Fees 1,485,271,472 Grand Total 18,267,999,997
  • 15. CONVERSION OF EXISTING 4-LANE SUPERHIGHWAY INTO 6-LANE MOTORWAY (M9) ON BOT (BUILD-OPERATE-TRANSFER) BASIS
  • 16. Site Video @ Various Spot HYDERABAD 5 4 6 7 3 2 8 1 9 10 11 12 KARACHI
  • 17. NATO supply routes through Pakistan ………………………………………………RESUME.
  • 18. NATO supply routes through Pakistan RESUME has directly benefit the M9 Motorway.
  • 19. CONVERSION OF EXISTING 4-LANE SUPERHIGHWAY INTO 6-LANE MOTORWAY (M9) ON BOT (BUILD-OPERATE-TRANSFER) BASIS
  • 20. Conversion of 4-lane superhighway to 6-lane motorway (M-9)
  • 21. Conversion of 4-lane superhighway to 6-lane motorway (M-9) Proposed Lanes Widening towards the Median North Bound 2-Lane South Bound 2-Lane
  • 22. Conversion of 4-lane superhighway to 6-lane motorway (M-9) Proposed Lanes Widening towards the Median North Bound 3-Lane South Bound 3-Lane
  • 23. Conversion of 4-lane superhighway to 6-lane motorway (M-9) Proposed Lanes Widening towards the Median to achieve following advantages :
  • 24. Conversion of 4-lane superhighway to 6-lane motorway (M-9) Proposed Lanes Widening towards the Median to achieve following advantages :
  • 25. Conversion of 4-lane superhighway to 6-lane motorway (M-9) Proposed Lanes Widening towards the Median to achieve following advantages :
  • 26. Conversion of 4-lane superhighway to 6-lane motorway (M-9) Proposed Lanes Widening towards the Median to achieve following advantages :
  • 27. Conversion of 4-lane superhighway to 6-lane motorway (M-9) The existing median width is approximately 7meter to 8meter between the edges of Nth Bound Fast Lane & Sth Bound Fast Lane which make the lanes widening toward median executable. However, there are estimated length of 15 – 20 km out of total 136km, require widening toward outer shoulder due to insufficient gaps in the median. North Bound 3-Lane South Bound 3-Lane
  • 28. Conversion of 4-lane superhighway to 6-lane motorway (M-9) Median Width of Existing Superhighway Condition (North Bound Direction) Median of 7 – 9 m available for new lane widening Existing M9 Existing M9 Additional Slow Lane. Fast Lane. 3m Shoulder
  • 29. Conversion of 4-lane superhighway to 6-lane motorway (M-9) Median Width of Existing Superhighway Condition (South Bound Direction) Median of 7 – 9 m available for new lane widening Additional 1m Shoulder
  • 30. Rehabilitation of the 4-Lane existing carriageway
  • 31. Pavement Distress Rutting : NHA-KM 96 to 136 Various pavement distress are discovered in the existing 136KM M9 Super-Highway. Among this pavement distress, NHA-KM 96 to KM136 are found to be the most serious and require immediate attention.
  • 32. Pavement Distress Rutting : NHA-KM 96 to 136 The Rutting begin from KM-096… M9 Hyderabad Toll Plaza KM136 KM96
  • 33. Pavement Distress Rutting : NHA-KM 96 to 136 And stretched all the way to KM136 till it is near M9 Hyderabad Toll Plaza. M9 Hyderabad Toll Plaza KM136 KM96
  • 34. Pavement Distress Rutting : NHA-KM 96 to 136 Most of the heavy-weight truck / trailer will avoid having their wheels rolling on the rutting surface… M9 Hyderabad Toll Plaza KM136 When avoiding the rutting surface... The truck / trailer will have their wheel roll toward the fast lane, which will disturb the motorist on KM96 fast lane.
  • 35. Pavement Distress Rutting : NHA-KM 96 to 136 The most serious stretch can be found in between KM 126 – 127 … M9 Hyderabad Toll Plaza KM136 KM96
  • 36. Pavement Distress Rutting : NHA-KM 96 to 136
  • 37. Pavement Distress Rutting : NHA-KM 96 to 136
  • 38. Pavement Distress Rutting : NHA-KM 96 to 136
  • 39. Pavement Distress Rutting : NHA-KM 96 to 136
  • 40. Pavement Distress Rutting : NHA-KM 96 to 136 During Raining Season… These rutting surface will be filled with water… leaving all the motorist no choice, but to travel on the fast lane only.
  • 41. Pavement Distress Rutting : NHA-KM 96 to 136 These rutting surface also very likely to cause serious accident… When travel at high speed, it is difficult for motorist to notice the rutting… Many impatient motorist when travel behind a slow driving truck / trailer… if the truck doesn’t give way, they will tend to divert to the rutting slow lane at high speed, eventually lose control of their vehicle and enter into an accident.
  • 42. Pavement Distress Rutting : NHA-KM 96 to 136 Accident @ KM 126… Accident @ KM 110… NB toward Hyderabad NB toward Hyderabad DATE : 30/3/2012 DATE : 5/4/2012
  • 43. Pavement Distress KM 96-KM136 WORK SEQUENCE M9 PAVEMENT DISTRESS NHA KM : 96 – 136 Propose Construction & Rehabilitation Work Sequence
  • 44. Pavement Distress KM 96-KM136 WORK SEQUENCE The daily traffic volume on this stretch is very high @ appx 12,000 vehicles travel / day. Out of 12,000 vehicles… 6,300 is belong to truck and 4-6 axle articulated truck. As a result, proper traffic diversion must be executed in order not to cause traffic choke at this stretch of the road. Shoulder @ 1M width Unlike other stretch of M9 super-highway where the shoulder is 3M wide… The shoulder at KM-096 to KM-136 is only 1M width… 1M width is not wide enough to be apply as alternative lane for traffic diversion purposes.
  • 45. Pavement Distress KM 96-KM136 WORK SEQUENCE Since 1M width of shoulder can’t be serve as the purpose of alternative lane for traffic diversion purposes… usually, temporary track should be consider in this manner… However, such additional cost can be avoided, by constructing the new lane in the mediam which to be a permanent road and also serve as a diversion route. 1) Site clearing & excavation work to be executed at the mediam without disturbing the existing traffic.
  • 46. Pavement Distress KM 96-KM136 WORK SEQUENCE 2) The new road which to be serve permanent road to be constructed.
  • 47. Pavement Distress KM 96-KM136 WORK SEQUENCE 3) The NJB to be executed at site to avoid confusion of traffic for both North-Bound and South-Bound or prevent some unpredictable incident where a motorist from a bound accidentally enter into the other bound.
  • 48. Pavement Distress KM 96-KM136 WORK SEQUENCE 4) Road painting work to be executed for traffic diversion. Diversion signboard, safety corn, & etc... to be place at site and ready for rehabilitation work.
  • 49. Pavement Distress KM 96-KM136 WORK SEQUENCE 5) Rehabilitation work will then begin by removing the rutting surface.
  • 50. Pavement Distress KM 96-KM136 WORK SEQUENCE 5) Rehabilitation work will then be completed.
  • 52. Extension of Existing 4-Lane Bridges
  • 57. Services Roads M9 Service lanes Interchanges : Toll Plaza.
  • 58. Architectural Design on Toll Plaza, Mini Toll Plaza, Rest & Services Area.
  • 59. Construction of Two (2) New 16-Lane Main Toll Plaza at Karachi & Hyderabad
  • 60. Construction of Two (2) New 16-Lane Main Toll Plaza at Karachi & Hyderabad
  • 61. Construction of Two (2) New 16-Lane Main Toll Plaza at Karachi & Hyderabad
  • 62. Construction of Two (2) New 16-Lane Main Toll Plaza at Karachi & Hyderabad
  • 63. Construction of Two (2) New 16-Lane Main Toll Plaza at Karachi & Hyderabad
  • 64. Construction of Seven (7) New 4-Lane Mini Toll Plaza at each interchanges
  • 65. Construction of Seven (7) New 4-Lane Mini Toll Plaza at each interchanges
  • 66. Construction of Seven (7) New 4-Lane Mini Toll Plaza at each interchanges
  • 74. Electronic Toll Collection (ETC) for quick convenient & cashless transaction TOUCH ‘ N ‘ GO CASH ONLY DEBIT CARD PAYMENT SYSTEM
  • 75. Automatic Barrier At Toll Plazas.
  • 76. Emergency Call Services to aid Motorist in the event of car breakdown, accidents & other emergencies.
  • 77. VMS , Variable Message Signboard SLOW DOWN. MAINTENANCE CAUTION : STALLED WORK AT KM 78. VEHICLES AT KM 108. Variable Message Signboards to be provided to inform Motorist on the motorway condition… For examples : 1) Cautioning motorist on accident / maintenance work ahead. 2) Informing traffic condition and to advise alternative routes if available. 3) Inform city condition if unfortunate protesting or riots occurred.
  • 78.