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