1. CONVERSION OF EXISTING 4-LANE SUPERHIGHWAY INTO 6-LANE MOTORWAY (M9) ON BOT (BUILD-OPERATE-TRANSFER) BASIS

2. The Karachi Hyderabad sectionof National Highway (popularyknown as superhighway)connects the port city of Karachiwith the North of Pakistan.This section of the highway isamongst the most denselytrafficked in the entire countryand is serving a traffic volume ofM-9 about 24,000 vehicles per daywith volume of large portion oftruck & trailer traffic. 3. The superhighway is also the shortest possible distance Alternative route are available via the N-5between the two cities (Karachi & Hyderabad) andwhich the alignment being not-so parellelfurther feeds into the main North South Link of theas the superhighway and at the length ofNational Highway. The superhighway length at 136km. 175km.Other than Karachi Port, Qasim Port which located atthe South-East of Karachi City is also utilizing the HYDERABADSuperhighway for logistic purpose as the N-5 being asingle carriageway with a condition not suitable fortrucks & trailer to travel. M-9 : 136KMKARACHI QasimPortN-5 : 175KM 4. The highway was first constructed as 2-Lane single carriagewaywith 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 carriagewaycapacity and NHA has constructed an additional lane of 3mshoulder as solution for present being. 7. To-date, highway users are facing inconvenience due to immerse growth of traffic volume andpresently 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 onthe BOT (Built-Operate-Transfer) Basic. North Bound 2-LaneSouth Bound 2-Lane 8. To-date, highway users are facing inconvenience due to immerse growth of traffic volume andpresently 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 onthe BOT (Built-Operate-Transfer) Basic. North Bound 3-Lane South Bound 3-Lane 9. Current Superhighway :: OPEN TOLL SYSTEMKarachi HyderabadToll $$ Toll $$Fuel Station / rest area Town Area. 10. Soon, M9 Motorway :: CLOSE TOLL SYSTEMKarachiToll TicketDistance X $$ HyderabadDistance X $$ Ticket Town Toll Plaza Toll Fuel StationFuel Station/ rest areaDistance X $$/ rest area Town Area. 11. The key engineering features of the M-9 Project, for the construction of world classmotorway, 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 Period28 years from the date of signing of CA. Effective Date Date of signing of CA. Financial CloseSix (6) months. Work Commencement Date Thirty (30) days from Financial Close. Construction PeriodThirty (30) months from Work Commencement Date. 14. Estimated Capital ExpenditureRupeesDescription (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 Plaza378,494,986 Weigh Bridges & Allied Works236,559,366 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 73 2 81910 1112KARACHI 17. NATO supply routes through PakistanRESUME. 18. NATO supply routes throughPakistan RESUME has directlybenefit 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 MedianNorth Bound 3-LaneSouth 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 ofNth 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 total136km, require widening toward outer shoulder due to insufficient gaps in the median.North Bound 3-LaneSouth 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 availablefor new lane wideningExisting M9Existing M9 AdditionalSlow 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 wideningAdditional1m Shoulder 30. Rehabilitation of the 4-Lane existing carriageway 31. Pavement Distress Rutting : NHA-KM 96 to 136Various 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 seriousand require immediate attention. 32. Pavement Distress Rutting : NHA-KM 96 to 136 The Rutting begin from KM-096 M9 Hyderabad Toll PlazaKM136 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 HyderabadToll Plaza KM136 KM96 34. Pavement Distress Rutting : NHA-KM 96 to 136Most of the heavy-weight truck /trailer will avoid having their wheelsrolling on the rutting surfaceM9 HyderabadToll Plaza KM136 When avoiding the rutting surface...The truck / trailer will have their wheel roll towardthe fast lane, which will disturb the motorist on KM96 fast lane. 35. Pavement Distress Rutting : NHA-KM 96 to 136The most serious stretch canbe found in between KM 126 127 M9 Hyderabad Toll PlazaKM136 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 136During Raining SeasonThese rutting surface will be filled with waterleaving all the motorist no choice, but to travel on the fast lane only. 41. Pavement Distress Rutting : NHA-KM 96 to 136These rutting surface also very likely to cause serious accidentWhen travel at high speed, it is difficult for motorist to notice the ruttingMany impatient motorist when travel behind a slow driving truck / trailerif the truck doesnt give way, they will tend to divert to the rutting slow lane athigh speed, eventually lose control of their vehicle and enter into an accident. 42. Pavement DistressRutting : NHA-KM 96 to 136Accident @ KM 126 Accident @ KM 110NB toward Hyderabad NB toward HyderabadDATE : 30/3/2012 DATE : 5/4/2012 43. Pavement Distress KM 96-KM136 WORK SEQUENCEM9 PAVEMENT DISTRESSNHA KM : 96 136Propose Construction & Rehabilitation Work Sequence 44. Pavement DistressKM 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 widthUnlike other stretch of M9 super-highway where the shoulder is 3M wideThe shoulder at KM-096 to KM-136 is only 1M width1M width is not wide enough to be apply as alternative lane for trafficdiversion purposes. 45. Pavement Distress KM 96-KM136 WORK SEQUENCE Since 1M width of shoulder cant 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 withoutdisturbing the existing traffic. 46. Pavement DistressKM 96-KM136 WORK SEQUENCE2) The new road which to be serve permanent road to be constructed. 47. Pavement Distress KM 96-KM136 WORK SEQUENCE3) 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 SEQUENCE4) 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 DistressKM 96-KM136 WORK SEQUENCE5) Rehabilitation work will then begin by removing the rutting surface. 50. Pavement Distress KM 96-KM136 WORK SEQUENCE5) Rehabilitation work will then be completed. 51. Extension of Existing Bridges 52. Extension of Existing 4-Lane Bridges 53. Interchanges 54. Interchanges 55. Services Road 56. Services Roads 57. Services Roads M9Service lanesInterchanges :Toll Plaza. 58. Architectural Design onToll 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 67. Rest & Services Area 68. Rest & Services Area 69. Rest & Services Area 70. Rest & Services Area 71. Rest & Services Area 72. Rest & Services Area 73. Toll System 74. Electronic Toll Collection (ETC) for quick convenient & cashless transaction TOUCH N GOCASH ONLYDEBIT CARDPAYMENT SYSTEM 75. Automatic Barrier At Toll Plazas. 76. Emergency Call Services to aid Motoristin the event of car breakdown, accidents & other emergencies. 77. VMS , Variable Message SignboardSLOW DOWN. MAINTENANCE CAUTION : STALLEDWORK AT KM 78. VEHICLES AT KM 108.Variable Message Signboards tobe provided to inform Motoriston the motorway conditionFor examples :1) Cautioning motorist on accident / maintenance work ahead.2) Informing traffic conditionand to advise alternativeroutes if available.3) Inform city condition if unfortunate protesting or riots occurred. 78. ~ THANK YOU ~