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CE-311L Transportation
Engineering-|| Lab
Introduction:
 PRESENTED BY: MUHAMMAD ARIF
 REG NUM# 18PWCIV5179
 CLASS NUM# 170
 PRESENTED TO: ENGR.MANZOOR ELAHI
Estimation Construction Cost of 1 km road
in Urban areas and Rural area in special
context of Pakistan.(MRS-2020)
 COMMUNICATION & WORKS DEPARTMENT GOVERNMENT OF KHYBER
PAKHTUNKHWA. (https://cwd.gkp.pk/downloads.php)
 Standard Document MRS-2020 KPK Pakistan.
 Chapter 16 Roads and Bridges(Page No 206 to 217)
 From item Code 16-01 to 19-90-b)
 System used for estimation (metric system)
 It includes Unit cost of each material and relevant facility for each.
Urban Area:
 Road has more traffic and vehicles density so road will have
 AC Wearing Coarse = 5 centimeter.
 AC Base Coarse = 10 centimeter
 Water Bound Macadam (WBM) = 12 cm (4” down)
 Sub-Base = 6 centimeter (2-1/2”)
 Sub- Grade = 5 centimeter (2”-Sieve No#200)
 Road Length = 1 kilometer = 1000 m
 Carriage way = 6.096 meter (2 lane 10 ft each)
 Shoulder width = 1.5 meter each
 Built on Existing Road (bad Condition)
Volume Calculation:
 AC Wearing Coarse = 454.8 m^3
 AC Base Coarse = 909.6 m^3
 Water Bound Macadam = 1091.52 m^3
 Sub-Base = 545.76 m^3
 Sub- Grade = 454.8 ^3
From MRS- 2020 referring Item code no 16-14 a , 16-14b , 16-04b ,16-05b, 16,09a ,16-09b
Composite and labor cost we got
 AC Wearing Coarse = 8648517.7 PKR
 AC Base Coarse = 15289921.2PKR
 Water Bound Macadam = 2989465.9PKR
Cont.…..
 Sub-Base = 1292485.205 PKR
 Sub- Grade = 984837.564 PKR
 Total = 29205227.57 PKR
 Including Tack coat and Prime coat
 Tack Coat = 634718.9 PKR
 Prime Coat = 1864134.24 PKR
 Total = 31704080.7 PKR
Item code 16-20a and subs
 Traffic Road Signs
 Cost = 619151.5 PKR (12383 each)
Cont.….
 Overhead Gantry Beam/ Information Sign for Carriageway = 174900.5 PKR
 Total = 32496131.5 PKR Adjusted 0.003% Corruption (WBR)-WCC Price Fluctuations (Econometrics)
 RURAL AREA:
 Road has less traffic and vehicles density so road will have road with some coarsen neglected
 AC Wearing Coarse = 5 centimeter
 AC Base Coarse = 10 centimeter
 Water Bound Macadam = 22 cm (4” down)
 Road Length = 1 kilometer = 1000 m
 Carriage way = 5.25 meter
 Built on Existing Road (bad Condition)
 Shoulder width = Nil
VOLUME :
 AC Wearing Coarse = 262.5 m3
 AC Base Coarse = 525 m3
 Water Bound Macadam = 1155 m3
Cost
 AC Wearing Coarse = 4991723.6 PKR
 AC Base Coarse = 8825897 PKR
 Water Bound Macadam = 2735305 PKR
 Prime Coat = 1075935 PKR
 Total = 17628860 PKR

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Cost of 1 km Urban and Rural road in Pakistan

  • 2. Introduction:  PRESENTED BY: MUHAMMAD ARIF  REG NUM# 18PWCIV5179  CLASS NUM# 170  PRESENTED TO: ENGR.MANZOOR ELAHI
  • 3. Estimation Construction Cost of 1 km road in Urban areas and Rural area in special context of Pakistan.(MRS-2020)  COMMUNICATION & WORKS DEPARTMENT GOVERNMENT OF KHYBER PAKHTUNKHWA. (https://cwd.gkp.pk/downloads.php)  Standard Document MRS-2020 KPK Pakistan.  Chapter 16 Roads and Bridges(Page No 206 to 217)  From item Code 16-01 to 19-90-b)  System used for estimation (metric system)  It includes Unit cost of each material and relevant facility for each.
  • 4. Urban Area:  Road has more traffic and vehicles density so road will have  AC Wearing Coarse = 5 centimeter.  AC Base Coarse = 10 centimeter  Water Bound Macadam (WBM) = 12 cm (4” down)  Sub-Base = 6 centimeter (2-1/2”)  Sub- Grade = 5 centimeter (2”-Sieve No#200)  Road Length = 1 kilometer = 1000 m  Carriage way = 6.096 meter (2 lane 10 ft each)  Shoulder width = 1.5 meter each  Built on Existing Road (bad Condition)
  • 5. Volume Calculation:  AC Wearing Coarse = 454.8 m^3  AC Base Coarse = 909.6 m^3  Water Bound Macadam = 1091.52 m^3  Sub-Base = 545.76 m^3  Sub- Grade = 454.8 ^3 From MRS- 2020 referring Item code no 16-14 a , 16-14b , 16-04b ,16-05b, 16,09a ,16-09b Composite and labor cost we got  AC Wearing Coarse = 8648517.7 PKR  AC Base Coarse = 15289921.2PKR  Water Bound Macadam = 2989465.9PKR
  • 6. Cont.…..  Sub-Base = 1292485.205 PKR  Sub- Grade = 984837.564 PKR  Total = 29205227.57 PKR  Including Tack coat and Prime coat  Tack Coat = 634718.9 PKR  Prime Coat = 1864134.24 PKR  Total = 31704080.7 PKR Item code 16-20a and subs  Traffic Road Signs  Cost = 619151.5 PKR (12383 each)
  • 7. Cont.….  Overhead Gantry Beam/ Information Sign for Carriageway = 174900.5 PKR  Total = 32496131.5 PKR Adjusted 0.003% Corruption (WBR)-WCC Price Fluctuations (Econometrics)  RURAL AREA:  Road has less traffic and vehicles density so road will have road with some coarsen neglected  AC Wearing Coarse = 5 centimeter  AC Base Coarse = 10 centimeter  Water Bound Macadam = 22 cm (4” down)  Road Length = 1 kilometer = 1000 m  Carriage way = 5.25 meter  Built on Existing Road (bad Condition)  Shoulder width = Nil
  • 8. VOLUME :  AC Wearing Coarse = 262.5 m3  AC Base Coarse = 525 m3  Water Bound Macadam = 1155 m3 Cost  AC Wearing Coarse = 4991723.6 PKR  AC Base Coarse = 8825897 PKR  Water Bound Macadam = 2735305 PKR  Prime Coat = 1075935 PKR  Total = 17628860 PKR