The project aims to construct and upgrade the 175km Dirgai Shabozai to Taunsa Sharif road in Balochistan and Punjab provinces at an estimated cost of Rs. 4795.980 million. The objectives are to reduce travel time, facilitate trade and transportation, and improve socioeconomic conditions in the region. Due to increased specifications, the total cost has been revised to Rs. 9,414.258 million, accounting for bridges, culverts, retaining walls, and increased carriageway width among other changes. Traffic studies project the average annual daily traffic will reach over 3,000 vehicles by 2024 with agriculture and mining sector growth.

1. FEDRAL PSDP No. 184 /2019-20
PROVINCIAL PSDP No. 351/2019-20
ESTIMATED COST Rs. 4795.980 MILLION Aug 2019

2. Following objectives shall be accruing from the
implementation of project:
Reduction in travelling time and economization of fuel consumption of transport;
1) Provision of an alternate route to control law & order situation of the province, as
and when require;
2) Reduction in the traffic volume and intensity on the national high way N-70,
thereby improving the level of service of later;
3) Facilitation and enhancement of education, health, living standards and social as
well as economic values of the most thickly populated area of the province of
Balochitsan;
4) Facilitation leading to enhanced trade & business between Balochistan and
Punjab provinces;
5) Enhancement of mineral development i.e. oil, gas, choromites, uranium and other
precious mineral available in the area through facilitation of access;
6) Facilitation of expeditious transport of fruits, wheat and livestock of the area to
the other parts of province / country;

3. QUETTA TO SUKKUR TO DG
KHAN TO TOUNSA
QUETTA TO LORALAI TO DG
KHAN TO TOUNSA
QUETTA TO LORALAI
TO TOUNSA
QUETTA TO SUKKUR LENGTH
389 KM
QUETTA TO LORALAI LENGTH
216.00 KM
QUETTA TO LORALAI
LENGTH 216.00 KM
(SPERA RAGHA)
SUKKUR TO DERA GHAZI
KAHN LENGTH 368 KM
LORALAI TO DERA GHAZI
KHAN LENGTH 275.00 KM
LORALAI TO DIRGI
LENGTH 20.00 KM
TAUNSA TO DERA GHAZI
KAHN LENGTH 83.00 KM
TAUNSA TO DERA GHAZI
KAHN LENGTH 83.00 KM
DIRGI TO TOUNSA
(BALOCHISTAN
BORDER) LENGTH
175.00 KM
BALOCHISTAN BORDER
TO TOUNSA CITY
LENGTH 60.00 KM
820.00 KM 574.00 KM 471.00 KM
PROJECT JUSTIFICATION

5. Length started from : Dargai Shabwozai to Taunsa(via Murgha Kibzai Musa Khil
175.00 Km

6. Length started from : Dargai Shabwozai to Murghakibzai 68.00 Km
Existing Road Was Constructed 28 km by the: C&W
28km Existing Road Condition :- Metal Road
28km Existing Road surface:- Partially Damaged
Balance 40 Km Road:- jeep able track
Package -1
(34 km)
Package -2
(34 km)

7. Murghakibzai to Sarghundi 29 km
Existing Road Was Constructed by the:
Existing Road Condition :- jeep able track
Existing Surface:-
Package -3
(29 km)

8. Surghundi to Musa Khail 21.00 Km
Musa Khail Bazar to Sami Aghbarg 10.00 Km
Existing Road Was Constructed by the:
Existing Road Condition :- Metal Road
Existing Surface:- 50% Damage
Sarghundi
Package -4
(31 km)

9. Sami Aghbarg to Tangisar 21 km
Existing Road Was Constructed by the: B.D.A
Existing Surface:- 3.66 Mater
Package -5
(21 km)

10. Tangisar to Drug (Katba Border) 26 km
Existing Road 12km Was Constructed by the: B.D.A
Existing Surface:- 3.66 Mater
Balance 14 Km Road:- jeep able track
Package -6
(21 km)

11. Katba Border to Gulki 35 km
Existing Road Was Constructed by the: Pak.PWD
Existing Road Condition :- In progress
Road Width of existing Surface:- 6.10 Mater

12. Gulki to taunsa Chungi Chowk 22 km
Existing Road Was Constructed by the: Govt. of Punjab
Existing Road Condition :- complete
Road Width of existing Surface:- 6.10 Mater

13. QUETTA TO SUKKUR LENGTH 389 KM

14. SUKKUR TO DERA GHAZI KAHN LENGTH 368 KM

15. QUETTA TO LORALAI LENGTH 216.00 KM

16. LORALAI TO DERA GHAZI KHAN LENGTH 275.00 KM

17. TAUNSA TO DERA GHAZI KAHN LENGTH 83.00 KM

18. • CONSTRUCTION/UP-GRADATION OF DIRGAI SHABOZAI (N-70) TO
TAUNSA SHARIF (N-55) ROAD PROJECT PSDP/2019-20 FEDERAL-
184 PROVINCIAL-351 ESTIMATED COST RS. 4795.980 MILLION.
•
• i) INTRODUCTION/BRIEF OF THE PROJECT
•
• The Project namely “Construction/Up-gradation of Dirgai Shabozai (N-70) to Taunsa
Sharif (N-55) Road Project PSDP/2018-19 FEDERAL-184 PROVINCIAL-351” was approved
in the meeting of Executive Committee of the National Economic Council on 13.09.2013
vide letter No. F.3/3/2013-Com dated Islamabad 16th September, 2013 at a total cost of
Rs. 4795.980 Million. The source of funds of project is 60% Federal/ 40% Provincial. It
has a total length of 175 K.M aimed at inter-connecting Balochistan & Punjab Provinces.
The project starts from Loralai at N-70 and connects Taunsa Sharif in Punjab at N-55. The
project is going to be an alternate and shortest route, reducing a distance of 103 K.M
between Quetta and Punjab. The project is a black top T.S.T road with width of 20 ft and
provided with 6 ft shoulders on each side. Initially the Executing Agency was Balochistan
Development Authority (BDA), who incurred the expenditure upto Rs. 40.000 Million
during 2015-2016. The Project was transferred to Communication & Works Department,
Government of Balochistan, on 12th January, 2017 vide Planning Development and
Reform Islamabad letter No. 16 (66)PLA-III/2011, dated 12.th January, 2017. The date of
start and completion is as under:-.
• Date of start Proposed. 28.09.2013
• Date of start Actual 01.05.2017
• Date of Completion Proposed 30.12.2016
• Date of completion Actual 30.06.2020 (Subject to
• availability of funds)

19. Original Proposal Approved by the
PDWP and Submitted to ECNEC on 04-
10-2013
Sr.No Description Cost in Million
1. Bill No. 1 to 6 4810.00
2. Bill No. 7 89.69
3. BDA & Police Building, Toll Plaza 100.000
Total 4999.89
Physical Contingency @3% 149.000
Establishment Charges @2% 100.000
Consultancy Services Detail Design & Construction
Supervision
250.000
Escalation/ Price Contingencies 500.00
Afforestation, Environmental 25.000
Sub Total 6023.89

20. Approval of the ECNEC in September,
2013
Sr.No Description Cost in Million Approved
1. Bill No. 1 to 6 4810.00 4159.69
2. Bill No. 7 89.69 65.84
3. BDA & Police Building, Toll Plaza 100.000 -
Total 4999.89 4225.53
Physical Contingency @3% 149.000 95.07
Establishment Charges @2% 100.000 95.07
Consultancy Services Detail Design &
Construction Supervision
250.000 169.02
Escalation/ Price Contingencies 500.00 274.66
Afforestation, Environmental 25.000 0
Sub Total 6023.89 4859.35

21. GENERAL ABSTRACT OF COST (CARRIAGE WAY 7.32 M ASPHLAT WEARING 2" ) Option # 1
S.NO Description
Orignal Total
PC-1
Amount
(Pak Rs.)
Revised Total
PC-1
Amount
(Pak Rs.)
Difference
Percentage
Difference(%
)
Remarks
A ROAD WORKS
1. In consensus with the P&D
Department it was decided to raise
the standard specification since the
present road structure proposed in
the original PC-1 will not be able to
with stand the anticipated traffic
loads. The Pavement as per sub
grade CBR and traffic load needed is
as following. (A) RD 0+000 to
68+000 and RD 97+000 to 150+000
the road structure will be 50mm
Wearing Course, 300mm Aggregate
Base course and 150mm granuler
sub base
(B) RD 68+000 to 97+000 and RD
150+000 to 175+000 the road
structure will be 50mm Wearing
Course, 300mm Aggregate Base
course and 350mm granuler sub
base
2. To make the project fully
operational following additional
components will be required which
were not cater in the original PC-1
(a) Bridges 5 No.
(b) Culverts. 215 No
(c) Retaining wall 10960 Rm
(e) Replacement of WBM with
Aggregate Base (f) Replacement of
TST with Asphalt Carpeting (g) Land&
PropertyCompensation
3. The width of the carriageway is
proposed to be increase from 6.10 M
to the standard width of two lanes
road which is 7.32 m.
1 EARTH WORK 1,136,359,412 1,027,467,380 (108,892,032) -9.58%
2 SUB BASE AND BASE COURSE 457,035,947 974,392,829 517,356,882 113.20%
3 SURFACE COURSE AND PAVEMENT 343,802,039 1,945,514,494 1,601,712,455 465.88%
B STRUCTURES WORKS
1 Box and Pipe Culverts 962,090,000 1,352,021,747 389,931,747 40.53%
2 Drain and Retaining Wall 814,380,000 1,475,813,863 661,433,863 81.22%
3 ANCILLARY WORKS
-
3,556,674 3,556,674 100.00%
4
C

22. GENERAL ABSTRACT OF COST (CARRIAGE WAY 7.32 M ASPHLAT WEARING 2" ) Option # 1
S.NO Description
Orignal Total
PC-1
Amount
(Pak Rs.)
Revised Total
PC-1
Amount
(Pak Rs.)
Difference
Percentage
Difference(%
)
Remarks
C BRIDGE WORKS 446,020,000 859,437,136 413,417,136 92.69%
SUB TOTAL 4,159,687,398 7,647,628,880
D General Item 65,840,000 197,585,748
TOTAL (A+B+C+D+E) 4,225,527,398 7,845,214,628
E
Physical Contingencies @ 3%on
(A+B+C+D) 84,510,000 235,356,438.84
F
Establishment Charges @ 2%on
(A+B+C+D) 42,260,000 156,904,293
G
Consultnacy Charges @ 5% on
(A+B+C+D) 169,020,000 392,260,731
H
Price Escalation/Contingencies@ 10%
on (A+B+C+D) 274,660,000 784,521,462.80
Total Capital Cost. (A to H)
4,795,977,398 9,414,257,554 4,618,280,156
Total Cost (Million)
4,795.977 9,414.258 4,618.280 96.29%

23. Comparative Statement of Structures
As per Bid Revised / Modify
S No. Description Unit P #1 P #2 P #3 P #4 P #5 P #6 Total S No. Description Unit P #1 P #2 P #3 P #4 P #5 P #6 Total
Differenc
e
1 Box Culverts No 109 103 107 86 92 103 600 1 Box Culverts No 141 78 114 146 212 61 752 152
2 Pipe Culvert No 13 40 7 40 6 8 114 2 Pipe Culvert No 15 58 7 18 0 0 98 -16
3
R.C.C
Retaining
Wall
RM 2300 1050 1075 350 200 1025 6000 3
R.C.C
Retaining
Wall
RM 1531 690 3594 6090 7890 5902
2569
7
19697
4 P.C.C Drain RM 3625 3675 3600 500 1000 3675
1607
5
4 P.C.C Drain RM 0 0 7919 3124 6315
1134
4
2870
2
12627
5 Perapit Wall RM 550 600 775 700 975 1425 5025 5 Perapit Wall RM 374 440 524 474 600 1540 3952 -1073
6
Embankmen
t Protection
RM 800 775 750 764 1125 775 4989 6
Embankmen
t Protection
RM 800 775 750 764 1125 775 4989 0
7 Bridges No 13 7 Bridges No 18 5
Comparative of Structure

24. ABSTRACT OF COST CONSTRUCTION OF BRIDGES
S.No Description
Amount
(Rs.)
Remarks
1
CONSTRUCTION OF BRIDGE AT (RD.
145+190 Additional) 46,293,314
2
CONSTRUCTION OF BRIDGE AT (RD.
146+254 Additional) 46,293,314
3
CONSTRUCTION OF BRIDGE AT (RD.
147+765 Additional) 50,100,990
4
CONSTRUCTION OF BRIDGE AT (RD.
149+257 Additional) 110,222,177
5
CONSTRUCTION OF BRIDGE AT (RD.
150+450 Additional) 100,155,802
TOTAL
353,065,598
TOTAL (Million)
353.066
Additional Bridges

25. TOTAL TRAFFIC
AVERAGE ANNUAL DAILY TRAFFIC (AADT)
TABLE - 4
Analysis
Period
YEAR
Cars/jeeps/
Station
Wagons
Motor
Cycles/
Scooters
Mini Buses Buses
Passenger
Pickups
Freight
Pickups
Trucks
Multi Axle trucks
& Trailer
Tractors
Tractor
with Trolley
AADT
1.2 1.22
4,5,6 or More
Axies
Average Daily traffic
(ADT) 733 100 519 32 144 24 490 51 16 24 30 2163
Growth Rate 2018 to
2020 7.8 7.8 7.8 7.8 7.8 8.47 8.47 8.47 8.47 8.47 8.47
No. of Design Year
1 2018 733 100 519 32 144 24 490 51 16 24 30 2163
2 2019 790 108 559 34 155 26 532 55 17 26 33 2,336
3 2020 852 116 603 37 167 28 577 60 19 28 35 2,523
Growth Rate 2021 to
2025 6.15 6.15 6.15 6.15 6.15 7.37 7.37 7.37 7.37 7.37 7.37
4 2021 904 123 640 39 178 30 619 64 20 30 38 2,687
5 2022 960 131 680 42 189 33 665 69 22 33 41 2,862
6 2023 1,019 139 721 44 200 35 714 74 23 35 44 3,049
7 2024 1,081 148 766 47 212 38 766 80 25 38 47 3,247
8 2025 1,148 157 813 50 226 40 823 86 27 40 50 3,459
Growth Rate 2026 to
2030 5.14 5.14 5.14 5.14 5.14 6.61 6.61 6.61 6.61 6.61 6.61
9 2026 1,207 165 855 53 237 43 877 91 29 43 54 3,653
10 2027 1,269 173 899 55 249 46 935 97 31 46 57 3,857
11 2028 1,334 182 945 58 262 49 997 104 33 49 61 4,073
12 2029 1,403 191 993 61 276 52 1,063 111 35 52 65 4,302
13 2030 1,475 201 1,044 64 290 55 1,133 118 37 55 69 4,543
Growth Rate 2031 to
2035
4.4 4.4 4.4 4.4 4.4 5.9 5.9 5.9 5.9 5.9 5.9
14 2031 1,540 210 1,090 67 303 59 1,200 125 39 59 73 4,765
15 2032 1,608 219 1,138 70 316 62 1,271 132 41 62 78 4,998
16 2033 1,678 229 1,188 73 330 66 1,346 140 44 66 82 5,242
17 2034 1,752 239 1,241 76 344 70 1,425 148 47 70 87 5,499
18 2035 1,829 250 1,295 80 359 74 1,509 157 49 74 92 5,769
Growth Rate 2036 to
2040
3.78 3.78 3.78 3.78 3.78 5.28 5.28 5.28 5.28 5.28 5.28
19 2036 1,898 259 1,344 83 373 78 1,589 165 52 78 97 6,016
20 2037 1,970 269 1,395 86 387 82 1,673 174 55 82 102 6,275
21 2038 2,045 279 1,448 89 402 86 1,761 183 57 86 108 6,544
22 2039 2,122 289 1,502 93 417 91 1,854 193 61 91 114 6,826
23 2040 2,202 300 1,559 96 433 96 1,952 203 64 96 119 7,120

26. Dirgi Shabozai (N70) to Taunsa (N55) road
TRAFFIC PROJECTIONS
YEARS BUSES TRUCKS OTHERS TOTAL
2021 679 703 1303 2685
2022 721 755 1383 2859
2023 765 810 1468 3044
2024 812 870 1558 3241
2025 862 934 1654 3451
2026 906 996 1739 3642
2027 953 1062 1829 3844
2028 1002 1132 1923 4057
2029 1053 1207 2022 4282
2030 1108 1287 2126 4520
2031 1156 1363 2219 4738
2032 1207 1443 2317 4967
2033 1260 1528 2419 1355
2034 1316 1618 2525 5459
2035 1374 1714 2636 1499
2036 1426 1804 2736 5966
2037 1480 1900 2839 1789
2038 1535 2000 2947 1825
2039 1593 2105 3058 2036
2040 1654 2217 3173 2265
2041 1716 2334 3293 2506

27. VEHICLE OPERATION COST ON UNIMPROVED AND
IMPROVED ROAD CONDITIONS
Road condition
Shingle Road
Improved Bitumenous
Road Saving /Km of the
Improved Road.
Speed KPH Cost /KM Speed KPH Cost /KM
BUSES
Operation cost per
Km (1984) 48 4.82 72 3.55 1.27
Operation cost per
Km (2017) 48 88.57 72 79.24 9.33
TRUCKS
Operation cost per
Km (1984) 40 3.24 64 2.48 0.76
Operation cost per
Km (2017) 40 120.35 64 96.55 23.80
PICKUPS, CARS AND OTHERS
Operation cost per
Km (1984) 56 2.24 80 1.48 0.76
Operation cost per
Km (2017) 56 33.22 80 21.13 12.09

28. Dirgi Shabozai (N70) to Taunsa (N55) road
TRAFFIC PROJECTIONS
Road Length = 175 Km (Rs. In Million)
YEAR
Buses Trucks Pickups, Cars and others
Total Annual
SavingVehicles
Annual
Saving
Vehicles
Annual
Saving
Vehicles
Annual
Saving
2021 679 404.71 703 1,068.76 1303 1,006.66 2,480.13
2022 721 429.60 755 1,147.53 1383 1,068.56 2,645.70
2023 765 456.02 810 1,232.10 1468 1,134.28 2,822.41
2024 812 484.07 870 1,322.91 1558 1,204.04 3,011.02
2025 862 513.84 934 1,420.41 1654 1,278.09 3,212.33
2026 906 540.25 996 1,514.30 1739 1,343.78 3,398.33
2027 953 568.02 1062 1,614.39 1829 1,412.85 3,595.26
2028 1002 597.21 1132 1,721.10 1923 1,485.47 3,803.79
2029 1053 627.91 1207 1,834.87 2022 1,561.83 4,024.60
2030 1108 660.18 1287 1,956.15 2126 1,642.10 4,258.44
2031 1156 689.23 1363 2,071.57 2219 1,714.36 4,475.16
2032 1207 719.56 1443 2,193.79 2317 1,789.79 4,703.14
2033 1260 751.22 1528 2,323.22 2419 1,868.54 4,942.98
2034 1316 784.27 1618 2,460.29 2525 1,950.75 5,195.32
2035 1374 818.78 1714 2,605.45 2636 2,036.59 5,460.82
2036 1426 849.73 1804 2,743.02 2736 2,113.57 5,706.32
2037 1480 881.85 1900 2,887.85 2839 2,193.46 5,963.16
2038 1535 915.19 2000 3,040.33 2947 2,276.38 6,231.89
2039 1593 949.78 2105 3,200.86 3058 2,362.42 6,513.06
2040 1654 985.68 2217 3,369.86 3173 2,451.72 6,807.27
2041 1716 1,022.94 2334 3,547.79 3293 2,544.40 7,115.13

29. Dirgi Shabozai (N70) to Taunsa (N55) road
BENEFIT / COST RATIO
(Rs. In Million )
Year Cost
Discounted Costs
Benefits
Discounted Benefits
20% 25% 30% 20% 25% 30%
2018 3,138.09 3,138.09 3,138.09 3,138.09 0.00 0.00 0.00 0.00
2019 3,138.09 2,615.08 2,510.47 2,413.92 0.00 0.00 0.00 0.00
2020 3,138.09 2,179.23 2,008.38 1,856.86 0.00 0.00 0.00 0.00
2021 92.00 53.24 47.10 41.88 2,480.13 1,435.26 1,269.83 1,128.87
2022 92.00 44.37 37.68 32.21 2,645.70 1,275.90 1,083.68 926.33
2023 92.00 36.97 30.15 24.78 2,822.41 1,134.26 924.85 760.16
2024 92.00 30.81 24.12 19.06 3,011.02 1,008.38 789.32 623.81
2025 92.00 25.68 19.29 14.66 3,212.33 896.50 673.68 511.94
2026 92.00 21.40 15.44 11.28 3,398.33 790.34 570.14 416.60
2027 92.00 17.83 12.35 8.68 3,595.26 696.79 482.55 339.03
2028 92.00 14.86 9.88 6.67 3,803.79 614.33 408.43 275.92
2029 92.00 12.38 7.90 5.13 4,024.60 541.66 345.71 224.57
2030 92.00 10.32 6.32 3.95 4,258.44 477.61 292.64 182.78
2031 2,000.00 186.93 109.95 66.03 4,475.16 418.27 246.02 147.76
2032 92.00 7.17 4.05 2.34 4,703.14 366.31 206.85 119.45
2033 92.00 5.97 3.24 1.80 4,942.98 320.83 173.92 96.57
2034 92.00 4.98 2.59 1.38 5,195.32 281.00 146.24 78.08
2035 92.00 4.15 2.07 1.06 5,460.82 246.14 122.97 63.13
2036 92.00 3.46 1.66 0.82 5,706.32 214.34 102.80 50.74
2037 92.00 2.88 1.33 0.63 5,963.16 186.65 85.94 40.79
2038 92.00 2.40 1.06 0.48 6,231.89 162.55 71.85 32.79
2039 92.00 2.00 0.85 0.37 6,513.06 141.57 60.07 26.36
2040 92.00 1.67 0.68 0.29 6,807.27 123.31 50.23 21.19
2041 92.00 1.39 0.54 0.22 7,115.13 107.40 42.00 17.04

30. Dirgi Shabozai (N70) to Taunsa (N55) road
(Rs. In Million )
Year Cost
Discounted Costs
Benefits
Discounted Benefits
10% 15% 20% 10% 15% 20%
2018 2,824.28 2,824.28 2,824.28 2,824.28 0.00 0.00 0.00 0.00
2019 2,824.28 2,567.53 2,455.90 2,353.57 0.00 0.00 0.00 0.00
2020 2,824.28 2,334.12 2,135.56 1,961.31 0.00 0.00 0.00 0.00
2021 82.80 62.21 54.44 47.92 992.05 745.34 652.29 574.10
2022 82.80 56.55 47.34 39.93 1,058.28 722.82 605.07 510.36
2023 82.80 51.41 41.17 33.28 1,128.96 701.00 561.29 453.70
2024 82.80 46.74 35.80 27.73 1,204.41 679.86 520.70 403.35
2025 82.80 42.49 31.13 23.11 1,284.93 659.37 483.05 358.60
2026 82.80 38.63 27.07 19.26 1,359.33 634.14 444.37 316.14
2027 82.80 35.12 23.54 16.05 1,438.10 609.90 408.80 278.71
2028 82.80 31.92 20.47 13.37 1,521.52 586.61 376.10 245.73
2029 82.80 29.02 17.80 11.14 1,609.84 564.24 346.02 216.67
2030 82.80 26.38 15.48 9.29 1,703.38 542.75 318.37 191.05
2031 1,800.00 521.40 292.55 168.23 1,790.06 518.52 290.94 167.31
2032 82.80 21.80 11.70 6.45 1,881.25 495.39 265.88 146.52
2033 82.80 19.82 10.18 5.37 1,977.19 473.32 242.99 128.33
2034 82.80 18.02 8.85 4.48 2,078.13 452.26 222.08 112.40
2035 82.80 16.38 7.69 3.73 2,184.33 432.16 202.98 98.45
2036 82.80 14.89 6.69 3.11 2,282.53 410.53 184.44 85.73
2037 82.80 13.54 5.82 2.59 2,385.27 390.01 167.60 74.66
2038 82.80 12.31 5.06 2.16 2,492.76 370.53 152.31 65.02
2039 82.80 11.19 4.40 1.80 2,605.22 352.05 138.42 56.63
2040 82.80 10.17 3.83 1.50 2,722.91 334.50 125.80 49.32
2041 82.80 9.25 3.33 1.25 2,846.05 317.84 114.34 42.96
8,815.17 8,090.05 7,580.90 10,993.14 6,823.83 4,575.76
a EIRR 14.21%

31. Dirgi Shabozai (N70) to Taunsa (N55) road
ECONOMIC PARAMETERS
(Rs. In
Million)
Parameters
RATE OF DISCOUNT (PERCENT)
20% 25% 30%
Discounted Benefits 11,439.41 8,149.69 6,083.90
Discounted Costs 8,423.22 7,995.18 7,652.58
Net Present Worth 3,016.18 154.51 -1,568.68
Benefit/Cost Ratio 1.36 1.02 0.80

32. ii) BUDGET (GOB/FEDERAL SHARE UTILIZATION AND DEMAND FEDERAL (60%
Share)
Year Allocation Releases Expenditure
2015-2016 - 40.000 40.000 (By BDA)
2016-2017 300.000 250.000 250.000
2017-2018 400.000 60.000 60.000
2018-2019 250.000 250.000 250.000
2019-2020 400.000 - -_
Total:- 1550.000 600.000 600.000
PROVINCIAL (40% Share)
Year Allocation Releases Expenditure
2015-2016
2016-2017 256.000 256.000 256.000
2017-2018 592.760 592.760 592.760
2018-2019 400.000 400.000 400.000
2019-2020 500.000 - -
Total:- 1748.760 1248.760 1248.760
(Financial 38%

33. Project Component Quantity
Achievement
upto
30.06.2017
Achieveme
nt upto
30.06.2018
Upto date
progress.
a. Earth
work/excavation
175.0 KM 1 KM 100 KM 136 KM
b.Sub Base 175.0 KM 0 KM 10 KM 10 KM
c. Base Course 175.0 KM 0 KM 0 KM 0 KM
d. Black Topping 175.0 KM 0 KM 0 KM 0 KM
e. Pipe Culverts
Single Cell
106 Nos 0 Nos 02 Nos 02 Nos
f. Pipe Culverts
double cell
08 Nos 0 Nos 02 Nos 02 Nos
PHYSICAL PROGRESS PHYSICAL 42%)

34. Project
Component
Quantity
Achievement
upto
30.06.2017
Achievement
upto
30.06.2018
Upto date
progress.
1. 1x1.0x1.0 33 Nos 0 Nos 02 Nos 07 Nos
2. 1x1.5x1.5 28 Nos 03 Nos 03 Nos 10 Nos
3. 1x1.5x1.0 46 Nos 0 Nos 03 Nos 11Nos
4. 1x1.5x2.5 04 Nos 0 Nos 0 Nos 02 Nos
5. 1x2.0x1.0 50 Nos 0 Nos 03 Nos 06 Nos
6. 1x2.0x1.5 62 Nos 0 Nos 04 Nos 10 Nos
7. 1x2.0x2.0 48 Nos 0 Nos 0 Nos 10 Nos
8. 1x2.5x2.0 10 Nos 0 Nos 0 Nos 00 Nos

35. Project
Component
Quantity
Achievement
upto
30.06.2017
Achievement
upto
30.06.2018
Upto date
progress.
9. 1x2.5x2.5 02 Nos 0 Nos 0 Nos 01 Nos
10. 1x3.0x1.0 15 Nos 0 Nos 0 Nos 02 Nos
11. 1x3.0x1.5 35 Nos 0 Nos 0 Nos 09 Nos
12. 1x3.0x2.0 30 Nos 0 Nos 0 Nos 11 Nos
13. 1x3.0x2.5 07 Nos 0 Nos 0 Nos 01 Nos
14. 1x4.0x2.0 04 Nos 0 Nos 0 Nos 01 Nos
15. 2x1.0x1.0 01 Nos 0 Nos 0 Nos 01 Nos
16. 2x1.0x1.5 01 Nos 0 Nos 0 Nos 01 Nos

36. Project
Component
Quantity
Achievement
upto
30.06.2017
Achievement
upto
30.06.2018
Upto date
progress.
17. 2x1.5x1.5 04 Nos 0 Nos 0 Nos 03 Nos
18. 2x2.0x1.0 05 Nos 0 Nos 0 Nos 02 Nos
19. 2x2.0x1.5 05 Nos 0 Nos 0 Nos 04 Nos
20. 2x2.0x2.0 03 Nos 0 Nos 0 Nos 02 Nos
21. 2x2.0x2.5 01 No 0 Nos 0 Nos 00 Nos
22. 2x3.0x1.0 02 Nos 0 Nos 0 Nos 00 Nos
23. 2x3.0x1.5 10 Nos 0 Nos 0 Nos 04 Nos
24. 2x3.0x2.0 13 Nos 0 Nos 0 Nos 06 N0s

37. Project
Component
Quantity
Achievement
upto
30.06.2017
Achievement
upto
30.06.2018
Upto date
progress.
25. 2x3.0x2.0 01 Nos 0 Nos 0 Nos 00 Nos
26. 3x2.0x1.0 01 Nos 0 Nos 0 Nos 01 Nos
27. 3x3.0x1.0 01 Nos 0 Nos 0 Nos 01 Nos
28. 3x2.0x2.5 01 Nos 0 Nos 0 Nos 01 Nos
29. 3x3.0x1.0 01 Nos 0 Nos 0 Nos 01 Nos
30. 3x3.0x1.5 02 Nos 0 Nos 0 Nos 00 Nos
31. 3x3.0x2.0 05 Nos 0 Nos 0 Nos 01 Nos
32. 5x2.0x2.0 01 Nos 0 Nos 0 Nos 01 Nos

38. Project
Component
Quantity
Achievement
upto
30.06.2017
Achievement
upto
30.06.2018
Upto date
progress.
33. 5x3.0x2.0 02 Nos 0 Nos 0 Nos 00 Nos
34. 6x3.0x2.0 01 Nos 0 Nos 0 Nos 01 Nos
35. 4x2.0x1.5 01 Nos 0 Nos 0 Nos 01 Nos
36. 4x3.0x2.5 02 Nos 0 Nos 0 Nos 02 Nos
37. 4x3.0x3.0 04 Nos 0 Nos 0 Nos 01 Nos
38. 1x2.5x1.0 07 Nos 0 Nos 0 Nos 00 Nos
39..1x2.5x1.5 08 Nos 0 Nos 0 Nos 00 Nos
40. 1x3.5x2.0 01 Nos 0 Nos 0 Nos 00 Nos

39. Project
Component
Quantity
Achievement
upto
30.06.2017
Achievement
upto
30.06.2018
Upto date
progress.
41. 2x1.5x1.0 02 Nos 0 Nos 0 Nos 00 Nos
42. 2x3.5x1.0 01 Nos 0 Nos 0 Nos 00 Nos
43. 2x3.5x1.5 01 Nos 0 Nos 0 Nos 00 Nos
44. 2x3.5x2.0 01 Nos 0 Nos 0 Nos 00 Nos
45. 2x2.5x2.5 05 Nos 0 Nos 0 Nos 00 Nos
46. 1x1.0x1.5 04 Nos 0 Nos 0 Nos 00 Nos
47. 1x1.5x2.0 09 Nos 0 Nos 0 Nos 00 Nos.
48. 1x1.5x3.0 01 Nos 0 Nos 0 Nos 00 Nos

40. Project
Component
Quantity
Achievement
upto
30.06.2017
Achievement
upto
30.06.2018
Upto date
progress.
49. 1x2.0x2.5 08 Nos 0 Nos 0 Nos 00 Nos
50. 1x2.0x3.0 23 Nos 0 Nos 0 Nos 00 Nos
51. 1x3.0x3.0 12 Nos 0 Nos 0 Nos 01 Nos
52. 3x3.0x2.5 01 Nos 0 Nos 0 Nos 00 Nos
53. 4x3.0x1.0 01 Nos 0 Nos 0 Nos 00 Nos
54. 4x3.0x2.0 01 Nos 0 Nos 0 Nos 00 Nos
55. 5x3.0x2.5 03 Nos 0 Nos 0 Nos 01 Nos
56. 6x3.0x1.5 01 Nos 0 Nos 0 Nos 00 Nos

41. Project
Component
Quantity
Achievement
upto
30.06.2017
Achievement
upto
30.06.2018
Upto date
progress.
57. 1x4.0x1.0 01 Nos 0 Nos 0 Nos 00 Nos
58. 1x4.0x1.5 05 Nos 0 Nos 0 Nos 00 Nos
59. 1x1.0x2.0 07 Nos 0 Nos 0 Nos 00 Nos
60. 1x1.0x2.5 12 Nos 0 Nos 0 Nos 00 Nos
61. 1x1.0x3.0 01 Nos 0 Nos 0 Nos 00 Nos
62. 1x1.0x3.5 02 Nos 0 Nos 0 Nos 00 Nos
63. 1x2.0x3.5 03 Nos 0 Nos 0 Nos 00 Nos
64. 1x2.5x3.0 01 Nos 0 Nos 0 Nos 00 Nos

42. Project
Component
Quantity
Achievement
upto
30.06.2017
Achievement
upto
30.06.2018
Upto date
progress.
65. 1x3.5x3.0 01 Nos 0 Nos 0 Nos 00 Nos
66. 1x4.0x3.0 02 Nos 0 Nos 0 Nos 00 Nos
67. 2x3.5x3.0 02 Nos 0 Nos 0 Nos 00 Nos
68. 2x2.0x3.5 01 Nos 0 Nos 0 Nos 00 Nos
69. 8x2.5x3.0 01 Nos 0 Nos 0 Nos 00 Nos
70. 1x4.0x3.5 01 Nos 0 Nos 0 Nos 00 Nos
71. 2x2.5x3.0 02 Nos 0 Nos 0 Nos 01 Nos
72. 2x2.5x4.0 02 Nos 0 Nos 0 Nos 00 Nos

43. Project Component Quantity
Achievement
upto
30.06.2017
Achievement
upto
30.06.2018
Upto date
progress.
73. 2x3.5x3.0 02 Nos 0 Nos 0 Nos 00 Nos
74. 4x2.0x3.0 03 Nos 0 Nos 0 Nos 00 Nos
75. 4x2.5x2.5 03 Nos 0 Nos 0 Nos 00 Nos
76. 4x2.5x3.5 01 Nos 0 Nos 0 Nos 00 Nos
77. 4x2.5x4.0 01 Nos 0 Nos 0 Nos 00 Nos
78. 9x3.0x2.0 01 Nos 0 Nos 0 Nos 00 Nos
79.10x3.0x2.0 01 Nos 0 Nos 0 Nos 00 Nos
80. 10x3.0x2.5 01 Nos 0 Nos 0 Nos 00 Nos

44. Project Component Quantity
Achievement
upto
30.06.2017
Achievement
upto
30.06.2018
Upto date
progress.
81. 10x2.0x3.0 01 Nos 0 Nos 0 Nos 00 Nos
82. 3x2.0x3.0 01 Nos 0 Nos 0 Nos 00 Nos
83. 4x2.5x2.5 01 Nos 0 Nos 0 Nos 00 Nos
84. 4x3.0x3.0 01 Nos 0 Nos 0 Nos 00 Nos
85. 6x3.0x3.0 01 Nos 0 Nos 0 Nos 00 Nos

45. Project
Component
Quantity
Achievement
upto
30.06.2017
Achievement
upto
30.06.2018
Upto date progress.
h. Retaining Wall 6000 RM 000 RM 000 RM 200 RM
i. Side Drain 17900 RM 000 RM 000 RM 000 RM
j. Bridges with
Carriageway 20 ft
1465 RM
14 Bridges
000 RM 000 RM 05 Nos Bridges Soil
Investigation and load
test Pile work / pile
shaft and girder work
completed
05 Nos Bridges Soil
Investigation and load
test Pile work
completed
04 Nos Bridges
Soil Investigation and
load test completed

46. DETAIL OF CONTRACTORS / ACCEPTANCE AND TENDER AMOUNT
S.
No.
Name of Contractor Package No. Contract
Amount
Date of
Acceptance/
Work Order
1. M/S CAMEOS Consultants Consultancy
Services.
Rs. 148.047 06-06-2017
2. M/S National Logistics
Cell NLC Dry Port (PMU)
City Balochistan Quetta.
Package No.
01
(0+000 to
34+000)
(34 K.M)
Rs.
610.936,228
06.06.2017
3. M/S National Logistics
Cell NLC Dry Port (PMU)
City Balochistan Quetta.
Package No.
02
(34+000 to
68+000)
(34 K.M.)
Rs.
522.513,827
06.06.2017
4. M/S Zarif Khan Kibzai &
Sons 12-Jinnah Cloth
Market M.A Jinnah Road
Quetta.
Package
No.03
(68+000 to
97+000)
(29 K.M.)
Rs.
645.224,413
06.06.2017
5. M/S Origin Enterprises
Bungalow No. 120/121
Shahbaz Town Quetta.
Package No.
04
(97+000 to
128+000)
(31 K.M.)
Rs.
454.155,537
06.06.2017

47. S.
No.
Name of Contractor Package No. Contract
Amount
Date of
Acceptance/
Work Order
6. M/S Origin Enterprises
Bungalow No. 120/121
Shahbaz Town Quetta.
Package N0.
05.
(128+000 to
149+000)
(21 K.M.)
Rs.
513.060,932
06.06.2017
7 M/S Zarif Khan
Hussainzai & Brothers,
Zarif Khan Hussainzai
House Jamiat Street
Khilji Abad Spinny Road
Quetta.
Package No.
06
(149+000 to
175+000)
(26 K.M.)
Rs.
912.682,961
06.06.2017
8. M/S Hakeem Khan Kibzai
& Brothers, A-12 Swiss
Plaza M.A Jinnah Road
Quetta.
Package No.
07
(Const: of 06
Nos Bridges)
Rs.
278.397,745
06.06.2017
9. M/S Akhunzada Fazal
Jameel & Co, Zarif Khan
Hussainzai House Jamiat
Street Khilji Abad Spinny
Road Qta.
Package No.
08
(Const: of 08
Nos Bridges)
Rs.
267.420,724
06.06.2017

48. It is further added that the revised PC-I for the Project amounting to Rs.
9414.258 Millions has also been submitted after removing the observations raised by
P&D Department.
JUSTIFICATION REGARDING REVISION OF PC-I
In consensus with the P&D Department, it was decided to raise the standard
specification since the present road structure proposed in the original PC-1 will not be
able to with stand the anticipated traffic loads. The Pavement as per sub grade CBR and
traffic load needed is as following:
RD 0+000 to 68+000 and RD 97+000 to 150+000 the road structure will be 50mm
Wearing Course, 300mm Aggregate Base course and 150mm granular sub base.
RD 68+000 to 97+000 and RD 150+000 to 175+000 the road structure will be 50mm
Wearing Course, 300mm Aggregate Base course and 350mm granular sub base.
To make the project fully operational following additional components will be required
which were not cater in the original PC-I.
5 No. of Bridges;
215 No. of Culverts;
10,960 Rm Retaining wall;
18 No. of Bridges Protection Work with 7.32 m carriageway width;
Replacement of TST with Asphalt carpeting;
Replacement of WBM with Aggregate Base;
Land & Property Compensation;
The width of the carriageway is proposed to be increased from 6.1 m to the standard
width of two lanes road which is 7.32 m.

49. OTHER GRIEVANCES
It is pertinent to mention here that proposed work plan project
supposed to be completed in 24 months. But due to slow funding
the pace of progress is slow and target fixed for the financial years
2017-18 and 2018-19 could not be achieved. It is feared that if such
situation continues and funds are not provided timely the Project
could not be completed within stipulated time period.
It is, therefore, requested to kindly approach the Planning/Finance
Division Government of Pakistan for arrangement/release of funds
(1st quarter Federal share) against allocation for the year 2019-2020
Rs. 80.000 Million + Rs. 349.647 Million re-appropriated for the
Project during the month of June, 2019, but not yet released
respectively total Rs. 429.647 Million, so that the target fixed for
the Current Financial Year 2019-2020 could be achieved.

50. TYPICAL SECTION
9.76

51. CUT TYPICAL SECTION

52. C- CUT TYPICAL SECTION