Roads Construction

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Introduction
Main Menu
Title Page
Important Note
Instruction for Use
Road Project Info
Weekly ADT
ESALS
Road Module Selection
Design Process
Inputs Summary
Design Output
Road Design Summary Sheet
Road Design Quantity
Fill Section
Cut Section
P Cut&Fill Section
RH Curve Section
LH Curve Section
Widening of Curve
Super Elevation Runoff
Road Se Run-Off And Transition
Road Clearing and Grubbing
Road Compaction of Ng
Road Cut
Road Fill
Subgrade
Bill1 Estimation
Bill 1 BOQ
Bill 2 Estimation
Bill 2 BOQ
Bill 3 Estimation
Bill 3 BOQ
Drain Design and Quantities
Bill 6 Cost Estimate
Bill 6 BOQ
BOQ Abstract of Cost
Result
 
DESIGN INPUT
If you know the required design ESALs, Subgrade - Esg, Subbase - Esb and Basecourse - Ebs values for your project, then input these in this form or else click GO TO NEXT to calculate these values.
Message (if any)
Modular Design ESALs Bin
Subgrade Elastic Modulus (psi)
Subgrade CBR (%)
Subbase Elastic Modulus (psi)
Subbase CBR (%)
Base Elastic Modulus (psi)
Base CBR (%)
Modular max. Traffic (ESALs) 0
Subgrade Bin -
Modular Subgrade min. MR (psi) 0
Subbase Bin -
Modular Subbase min. MR (psi) 0
Base course Bin -
Modular Base min. MR (psi) 0
Specific Modular Design -
STANDARDIZED MODULAR DESIGNS FOR SMALL ROADS
Flexible Pavement Structural Design
as per AASHTO Design Guide 1993
 
 
 
 








Sponsored by FCDO/SEED/ASI
for
Government of Khyber Pakhtunkhwa
August 2021
Important Note
This design repository is the outcome of a project sponsored by SEED/ASI/FCDO rendered to the Government of Khyber Pakhtunkhwa (KP), Pakistan.
It is designed for the sole use of Department(s) authorized by the Government of KP, for designing small/rural roads only while preparing PC-1s. It is strongly recommended that specific projects must be optimised on the basis of actual/realistic data (as and when available) with the help of additionally provided 'actual design' workbook.
This modular design repository can design for a maximum of cumulative 10 Million ESALs for entire design life, considering the data for small roads. In case of higher values of ESALs, 'actual design' workbook shall be used by qualified professionals with necessary precautions.
All technical specifications for construction of designed road projects and related rates are based on the MRS 2022.
In the following forms, only cells in blue color can be edited/selected. All the other value (uncolored) are static.
Read through the ‘Instructions for use’ and ‘Frequently Asked Questions’ for further clarity on using this repository.

INSTRUCTIONS FOR USE
1 All the input forms in this repository are designed in a user-friendly format to make them an integral part of PC-1 documents. PC-1 form (Infrastructure) can be downloaded from here. In all the input forms, only cells in blue color can be edited/selected. All the other value (uncolored) are static.
2 Certain cells in 'Design Summary' sheet are also editable for entering project- specific information. These cells are also highlighted in blue color.
3 All the output sheets are set for printing (where applicable). These sheets provide necessary details about major inputs, design process, design output coupled with a Design Summary sheet, followed by details of quantities and costs (based on MRS- 2022) for structural design of each module.
GOVERNMENT OF KHYBER PAKHTUNKHWA
PROJECT FOR INFRASTRUCTURE SECTOR DEVELOPMENT
Name of the project:



Location:



PSDP/ADP No.:
Year:

Total length of road (km):
Start coordinates/chainage of the road:
Terminal coordinates/chainage of the road:
Specific Module applicability (Section-wise):
Section Module Start coordinates/chainage of the road: End coordinates/chainage of the section Length of the section (km)
0 0

0
0
0
0

TOTAL ROAD LENGTH OF THE PROJECT (IN KM):
The visual inspection for change in cut/fill and subgrade material is recommended at every x-sectional point (commonly taken at 25 meters interval). At change points, CBR and/or MR test should be conducted to pick the appropriate modules from that change point to next change point.
Subdivision concerned:
Division concerned:
Name of SDO:
Name of XEN:
TRAFFIC DATA. WEEKLY COUNT SHEET
Location:
Day:
Direction:
Date:
Hour:
Weather Condition: Sunny / Partial cloudy / cloudy / Rain
S/No Vehicle type Illustration Monday Tuesday Wednesday Thursday Friday Saturday Sunday Weekly Total ADT
1 Passenger cars
0 0
2 Buses
0 0
3 Tractor trolley
0 0
4 Pickup/Jeep/4WD
0 0
5 Motorcycle
0 0
6 Rickshaw
0 0
7 Van/Hiace
0 0
8 Minibus/Flying coach
0 0
9 2-Ax Single (Bedford)
0 0
10 2-Ax Single (Hino/Nissan)
0 0
11 3-Ax Tandem
0 0
12 3-Ax Single
0 0
13 4-Ax Single-Tandem
0 0
14 4-Ax Tandem-Single
0 0
15 4-Ax Single
0 0
16 5-Ax Single-Tridem
0 0
17 5-Ax Tandem-Tandem
0 0
18 5-Ax Single-Single-Tandem
0 0
19 5-Ax Tandem-Single-Single
0 0
20 6-Ax Tandem-Tridem
0 0
21 6-Ax Tandem-Single-Tandem
0 0
























Collected By: Signature of concerned officer:
Design ESALs Calculation
Design Life (DL) in years




Growth Rate (g) in percent




Directional factor (DF)




Lane factor (LF)




S/No Vehicle type Illustration ADT Growth factor Design traffic (annual) ESAL factor Design ESAL
1 Passenger cars 0 13.816 1 0.0008 0
2 Buses 0 13.816 1 0.6806 0
3 Tractor trolley 0 13.816 1 5.4729 0
4 Pickup/Jeep/4WD 0 13.816 1 0.0024 0
5 Motorcycle 0 13.816 1 0.0002 0
6 Rickshaw 0 13.816 1 0.0004 0
7 Van/Hiace 0 13.816 1 0.3403 0
8 Minibus/Flying coach 0 13.816 1 0.5105 0
9 2-Ax Single (Bedford) 0 13.816 1 5.4729 0
10 2-Ax Single (Hino/Nissan) 0 13.816 1 5.4729 0
11 3-Ax Tandem 0 13.816 1 6.9824 0
12 3-Ax Single 0 13.816 1 12.8296 0
13 4-Ax Single-Tandem 0 13.816 1 9.804 0
14 4-Ax Tandem-Single 0 13.816 1 9.804 0
15 4-Ax Single 0 13.816 1 13.9447 0
16 5-Ax Single-Tridem 0 13.816 1 5.667 0
17 5-Ax Tandem-Tandem 0 13.816 1 10.8602 0
18 5-Ax Single-Single-Tandem 0 13.816 1 15.6168 0
19 5-Ax Tandem-Single-Single 0 13.816 1 16.0943 0
20 6-Ax Tandem-Tridem 0 13.816 1 11.471 0
21 6-Ax Tandem-Single-Tandem 0 13.816 1 16.9676 0








Minimum ESAL Maximum ESAL ESAL Bin #

Cumulative two-way ESALs:
- 50,000 Bin # 1 (Upto 0.05 Million ESALs)

ESALs taking DF into account:
51,000 150,000 Bin # 2 (0.051-0.15 Million ESALs)

ESALs taking LF into account:
151,000 500,000 Bin # 3 (0.151-0.50 Million ESALs)

Cumulative Design ESALs:
501,000 2,000,000 Bin # 4 (0.501-2.00 Million ESALs)

Cumulative Design ESALs in Millions:
2,001,000 7,000,000 Bin # 5 (2.001-7.00 Million ESALs)

Modular Design ESALs Bin:
7,001,000 10,000,000 Bin # 6 (7.001-10.00 Million ESALs)









SDO Concerned: ____________

XEN Concerned: ____________

INPUT FOR MODULE SELECTION
In the absence of MR, Esb and Ebs values calculated from lab/field tests, the actual CBR value shall be entered. Though, it is strongly recommended that the values calculated from lab/field tests should be used instead of CBR-based Ebs values.

Insert Input of Laboratory/In Situ Test Result and Design ESALs
Message (if any)
Subgrade Elastic Modulus - MR (psi)
MR < 1500 psi, lowest allowable for modular design
Subgrade CBR (%)


Subbase Elastic Modulus - Esb (psi)
#N/A, MR<15000 psi, lowest allowable for modular design
Subbase CBR (%)

Base Elastic Modulus - Ebs (psi)
#N/A, MR<28500 psi, lowest allowable for modular design
Base CBR (%)

Modular Design ESALs Bin
Cumulative Design ESALs
Subgrade Bin
Design MR for Subgrade (psi)
Subbase Bin
Design Esb for Subbase (psi)
Base course Bin
Design Ebs for Base (psi)
Specific Modular Design












SDO Concerned: ______________
XEN Concerned: ______________
DESIGN PROCESS
-
Name Symbol Value Unit Reference
Design lane ESALs W18 5.00E+04 18-kip axle AASHTO Design Guide '93 Sec. 2.1.2.
Reliability R
% AASHTO Design Guide '93 Sec. 2.1.3.
Overall Std Deviation So
- AASHTO Design Guide '93 Sec. 2.1.3.
Initial Serviceability Index Pi
-
Final Serviceability Index Pt
- AASHTO Design Guide '93 Sec. 2.2.1.
Elastic Modulus of AC Eac
psi Value may vary from 100,000 to 450,000 psi. Ref.: AASHTO Design Guide '93 Sec. 2.3.5. However, for modular design, the values from 417000 to 445000 are adopted for corresponding a1 coefficients 0.43 to 0.44.
Drainage Coeff. For AC course m1
- AASHTO Design Guide '93 Sec. 2.4.1.
Drainage Coeff. for Base course m2
- AASHTO Design Guide '93 Sec. 2.4.1.
Drainage Coeff. For Subbase course m3
- AASHTO Design Guide '93 Sec. 2.4.1.
ZR
-1.6449 -
Overall pavement searviceability index Delta PSI 2 -
Design lane ESALs W18 5.00E+04 18-kip axle AASHTO Design Guide '93 Sec. 2.1.2.
Base Elastic Modulus Ebs 30000 psi AASHTO Design Guide '93 Sec. 1.5, and TRRL.
Subbase Elastic Modulus Esb 0 psi AASHTO Design Guide '93 Sec. 2.3.5 Fig. 2.7.
Subgrade Elastic Modulus Esg 0 psi AASHTO Design Guide '93 Sec. 1.5, and TRRL.
Layer Coeff. for AC course a1 0.43 - Value may vary from 0.43 to 0.44, corresponding to Elastic Modulus of AC values of 417000 to 445000 psi. Ref.: AASHTO Design Guide '93 Sec. 2.3.5.
Layer Coeff. for Base course a2 0.14 - Value may vary from 0.13 to 0.14, corresponding to MR values of Base (Ebs) values of 28500 to 45000 psi. Ref.: AASHTO Design Guide '93 Sec. 2.3.5, FHWA.
Layer Coeff. For Subbase course a3 0.14 - Value may vary from 0.11 to 0.14, corresponding to MR values of Subbase (Esb) values of 15000 to 45000 psi. Please note that this equation is not valid for CBR values of less than 30% for Subbase material. Ref.: AASHTO Design Guide '93 Sec. 2.3.5.
Required Design SN
1.12 - AASHTO Design Guide '93 Sec. 1.2.

SDO Concerned: _________________________ XEN Concerned: _________________________
SUMMARY OF DESIGN INPUTS
-
Parameter Value
Modular Design ESALs Bin -
Cumulative Design ESALs 0
Subgrade Bin (CBR/MR) -
Design MR for Subgrade (psi) 0
Subbase Bin (CBR/Esb) -
Design Esb for Subbase (psi) -
Base course Bin (CBR/Ebs) -
Design Ebs for Base (psi) 0
Elastic Modulus of AC (psi) 0
Design Life (DL) in years 0
Growth Rate (g) in percent 0
Directional factor (DF) 0
Lane factor (LF) 0
Reliability 100
Overall Std Deviation 0
Initial Serviceability Index 0
Final Serviceability Index 0
Drainage Coeff. For AC course 0
Drainage Coeff. for Base course 0
Drainage Coeff. For Subbase course 0
ZR 0
Overall pavement searviceability index 0
Required design SN 0
DESIGN PROCESS FOR LAYER THICKNESSES
Design output with AASHTO recommendation coupling AC and Base layers with ESALs count
Layer Thickness Unit Thickness Unit Volume/m length Unit Unit cost Currency Layer-wise cost/km Provided SN Req'd Design SN
AC inches meters m^3 18691.45 Rs per m3
inches meters m^3 2741.94 Rs per m3
inches meters m^3 2134.62 Rs per m3
Total Per km Cost (only for the three layers) and Provided SN:
SN provided < SN required (Not Acceptable)
Note: Cells B4 and B5 (yellow) are the minimum required thickness, as recommended by AASHTO for the specific ESALs, however these values can be increased only to satisfy the design requirements. Cell B6 (green) is user editable.
FINAL DESIGN OUTPUT
Design output based on user-defined layer thicknesses for cost optimization
Layer Thickness Unit Thickness Unit Volume/m length Unit Unit cost Currency Layer-wise cost/km Provided SN Req'd Design SN
AC
inches meters m^3 Rs per m3
inches meters m^3 Rs per m3
inches meters m^3 Rs per m3
Total Per km Cost (only for the three layers) and Provided SN:
SN provided > SN required (Acceptable)
Note: Cells B14, B15 and B16 are user editable.

SDO Concerned: XEN Concerned:
___________________ ____________________
DESIGN SUMMARY SHEET
Name of Project and ADP No.:____

Design sheet no:____ (varies with the start coordinates of the specific road section)
Information to be put-in by the concerned SDO: Information extracted from design input:
Total length of road (km):
Drainage Coeff. For AC (m1):
Start coordinates/chainage of the road:
Drainage Coeff. for Base (m2):
Terminal coordinates/chainage of the road:
Drainage Coeff. For Subbase (m3):
Start coordinates/chainage of the Specific Section:
Design Base CBR/MR (Ebs):
Terminal coordinates/chainage of the Specific Section:
Design Subbase CBR/MR (Esb):
Total length of the Specific Section (km):
Design Subgrade CBR/MR:
Any other:
Delta PSI (Pt - Pi) :


Elastic Modulus of AC (Eac): psi
Design Type: Flexible Pavement
Layer Design ESALs (W18) Reliability (%) Zr So MR (psi)
Aggregate Base
Subbase
Subgrade






Layer Layer coefficient AC and Base thickness as per AASHTO guidelines, Subbase thickness is user-defined AC and Base SN as per AASHTO guidelines, Subbase SN is user-defined Design thickness Design SN
Asphalt Concrete 0 mm / in. mm / in.
Aggregate Base 0 mm / in. mm / in.
Subbase 0 mm / in. mm / in.
Total
0 mm / 0 in. 0 0 mm / 0 in. 0






SN required (as per design process) = SN provided = SN provided SN required






Final Pavement Structure Note:
When “(S)” appears in the Specific Design Case Number, it will mean that it is a special case. In this case, the design will be based on Subgrade CBR less than 7%, and/or Subbase CBR less than or equal to 50%. Subbase material having CBR less than 30% is to be rejected. Special case “(S)” will result in extra-ordinary layer thickness. Rate adjustment/analysis is to be performed if either of these or both appears in the Specific Design Case Number, since the MRS rates corresponding to these values are not available as of MRS 2022.
Asphalt Concrete mm / in.
Aggregate Base mm / in.
Subbase mm / in.
Total Pavement Thickness 0 mm / 0 in.













SDO Concerned:
XEN Concerned:
INPUT & OUTPUT WITH RESPECT TO STRUCTURAL LAYERS STRUCTURAL DESIGN QUANTITIES
No. of lanes #L
- -
Left lane width LWL
m BILL 2 (SUBBASE). Select one of the two given items either 16-04-a, or 16-04-b by entering 1 in the number column and the other value being 0.
Right lane width LWR
m MRS code Item description Item selection Unit Number Length Avg. Width Height Quantity/km Unit Rate (PKR) Amount (PKR)/km
Width of Left shoudler WLS
m 16-04-a Granular Sub Base Course using Pit Run Gravel m3 1 1000
Width of Right shoulder WRS
m 16-04-b Granular Sub Base Using Crushed Stone Aggregate m3 1 1000
Profile grade level PGL
m BILL 2 (BASE). Select one of the two given items either 16-05-a, or 16-05-b by entering 1 in the number column and the other value being 0.
Left Camber (Slope) LCS
% MRS code Item description Item selection Unit Number Length Avg. Width Height Quantity/km Unit Rate (PKR) Amount (PKR)/km
Right Camber (Slope) RCS
% 16-05-a Aggregate Base Course m3 1 1000
Left shoulder slope LShS
% 16-05-b Water Bound Macadam Base Course m3 1000
Right shoulder slope RShS
% Sub-Total Bill 2 0
Left side slope LSiS

BILL 3
Right side slope RSiS

MRS code Item description Item selection Unit Number Length Avg. Width Height Quantity/km Composite Rate (PKR) Amount (PKR)/km
Width of carriageway WCW 0 m 16-09-a Bitumenous Prime Coat Yes m2 1 1000 -
Width of AWC top W-AWC-top 0 m 16-14-b Asphaltic Wearing Course (Asphalt Batch Plant Hot Mixed) i/c Transportation and Finishing complete Yes m3 1 1000
Width of Base top W-BS-top 0 m Sub-Total Bill 3 0
Width of Subbase top W-SB-top 0 m Total (Bill 2 + Bill 3) 0
Final Pavement Structure
Asphalt Concrete = 0 mm / 0 in.
Aggregate Base = 0 mm / 0 in.
Subbase = 0 mm / 0in.
Total Thickness = 0 mm / 0 in.
SN Required =
SN Provided =
SDO Concerned: XEN Concerned:

Superelevation Runoff

Reference: AASHTO Green Book 2011

Superelevation, Runoff and Transition
Refer Table 3-17a of AASHTO Green Book 2011
INPUT
Parameter Symbol Unit Value
Terrain
Vehicle Design speed V Kmph
Vehicle Design speed V m/sec 11.11
Design coefficient of lateral friction f -
Camber slope C %
Actual radius of curvature R m
No. of lanes n -
CALCULATIONS/OUTPUT
Minmum recommended superelevation e_min %
Maximum recommended superelevation e_max %
Rate of superelevation e %
Recommended rate of superelevation e %
Superelevation runoff (Length of transition curve) Lr m
Note: Length of transition curve is recommended to be taken equal to superelevation runoff (Lr) for practical purposes.
Clearing & Grubbing
RD Length Width Average width Area
+ 0 - -
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
Total area of subgrade 0 sq.m
Item code Description

Proportion (%) Quantity
03-62 Clearing and Grubbing by mechanical means 100 0
Total 100 0 sq.m
Difference (shall be less than 1%) 0.000% OK
Compaction of NG
RD Length Width Average width Area
+ 0 - -
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
Total area of subgrade 0 sq.m
Item code Description

Proportion (%) Quantity
03-65 Compaction of Natural Ground 100 0
Total 100 0 sq.m
Difference (shall be less than 1%) 0.000% OK
Excavation (Cut)
RD Length X-sectional area Average area Length between sections Volume
+ 0 - - -
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
Total volume of cut





0 cu.m.
Item code Description


Proportion (%) Volume
03-03-a Excavate Unsuitable Common Material
0
03-03-b Excavate Unsuitable Hard Rock Material
0
03-03-c Excavate Unsuitable Medium Rock Material
0
03-03-d Excavate Unsuitable Soft Material
0
03-03-e Excavate Surplus Common Material
0
03-03-f Excavate Surplus Hard Rock Material
0
03-03-g Excavate Surplus Medium Rock Material
0
03-03-h Excavate Surplus Soft Rock Material
0
03-66-a Roadway Excavation in Surplus / Unsuitable Common Material 0
03-66-b Roadway Excavation in Surplus / Unsuitable Rock (Hard) Material requiring blasting. 0
03-66-c Roadway Excavation in Surplus / Unsuitable Rock (Medium) Material requiring blasting 0
03-66-d Roadway Excavation in Surplus / Unsuitable Rock (Soft) Material 0
Total




101 - Shall be equal to 100 0 cu.m.
Difference (shall be less than 1%)


0
Embankment (Fill)
RD

Length X-sectional area Average area Length between sections Volume
+ 0 - - -
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
+ 25 0 25 0
Total volume of fill





0 cu.m.
Item code Description


Proportion (%) Volume
03-70-a Formation of Embankment from Roadway Excavation in Common Material includingcompaction Modified AASHTO 90% by powerroller. 0
03-70-b Formation of Embankment from Roadway Excavation in Rock Material requiring blastingand compaction Modified AASHTO 95% ofembankment by power roller. 0
03-70-c Formation of Embankment from Borrow Excavation in Common Material includingcompaction Modified AASHTO 90% by powerroller. 0
03-70-d Formation of Embankment from Roadway Excavation in granular Material includingcompaction Modified AASHTO 90% by powerroller. 0
03-70-e Formation of Embankment from Roadway excavation in common Material 0
03-70-f Formation Of Embankment From Roadway Excavation In Hard Rock Material 0
03-70-g Formation Of Embankment From Roadway Excavation In Medium Rock Material 0
03-70-h Formation Of Embankment From Roadway Excavation In Soft Rock Material 0
03-70-i Formation Of Embankment From Borrow Excavation In Common Material 0
03-70-j Formation Of Embankment From Structural Excavation In Common Material 0
03-70-k Formation of Embankment from Roadway excavation in common Material (Hard Rock) 0
Total




101 - Shall be equal to 100 0 cu.m.
Difference (shall be less than 1%)


0
Subgrade
RD Length Width Average width Area
+ 0 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
+ 25 0 0
total area of subgrade 0 sq.m
item code description

proportion (%) quantity
03-71-a subgrade preparation in earth cut ; mod. Aashto 95% 0
03-71-b subgrade preparation in rock cut ; mod. Aashto 95% 0
03-71-c-i subgrade preparation on existing road ; mod. Aashto 95% 0
03-71-c-ii subgrade preparation in existing road without any fill ; mod. Aashto 95% 0
Total 101 - Shall be equal to 100 0 cu.m.
Difference (shall be less than 1%)


0
QUANTITIES: BILL 1 ESTIMATION
Notes: The quantities of Sub Total A are linked with respective sheets.
Particular Quantity Units







INPUT









Section length Meter







Lane width Meter







No. of lanes Numbers







Width of carriageway Meter







PGL Meter







Slope (Camber) Percent







Thickness of AWC Meter







Thickness of Base Meter







Thickness of Subbase Meter







OUTPUTS









Top width of AWC 7.4 Meter







Bottom width of AWC 7.4 Meter







Top width of Base 7.4 Meter







Bottom width of Base 7.6 Meter







Top width of Subbase 7.6 Meter







Bottom width of Subbase 8 Meter







X-sectional area of AWC 0.37 Sq.m







X-sectional area of Base 0.75 Sq.m







X-sectional area of Subbase 1.56 Sq.m







ESTIMATION
MRS code Item description Item selection Unit Number Length Width Height Quantity Unit Rate (PKR) Amount (PKR)
03-03-a Excavate Unsuitable Common Material No m3 - - - - 0 148.86 0
03-03-b Excavate Unsuitable Hard Rock Material No m3 - - - - 0 453.74 0
03-03-c Excavate Unsuitable Medium Rock Material No m3 - - - - 0 241.94 0
03-03-d Excavate Unsuitable Soft Material No m3 - - - - 0 153.79 0
03-03-e Excavate Surplus Common Material No m3 - - - - 0 135.37 0
03-03-f Excavate Surplus Hard Rock Material No m3 - - - - 0 474.42 0
03-03-g Excavate Surplus Medium Rock Material No m3 - - - - 0 413.98 0
03-03-h Excavate Surplus Soft Rock Material No m3 - - - - 0 312.56 0
03-62 Clearing and Grubbing by mechanical means No m2 - - - - 0 16.13 0
03-65 Compaction of Natural Ground No m2 - - - - 0 19.92 0
03-66-a Roadway Excavation in Surplus / Unsuitable Common Material No m3 - - - - 0 358.64 0
03-66-b Roadway Excavation in Surplus / Unsuitable Rock (Hard) Material requiring blasting. No m3 - - - - 0 752.58 0
03-66-c Roadway Excavation in Surplus / Unsuitable Rock (Medium) Material requiring blasting No m3 - - - - 0 666.91 0
03-66-d Roadway Excavation in Surplus / Unsuitable Rock (Soft) Material No m3 - - - - 0 295.3 0
03-70-a Formation of Embankment from Roadway Excavation in Common Material includingcompaction Modified AASHTO 90% by powerroller. No m3 - - - - 0 397.72 0
03-70-b Formation of Embankment from Roadway Excavation in Rock Material requiring blastingand compaction Modified AASHTO 95% ofembankment by power roller. No m3 - - - - 0 889.83 0
03-70-c Formation of Embankment from Borrow Excavation in Common Material includingcompaction Modified AASHTO 90% by powerroller. No m3 - - - - 0 785.64 0
03-70-d Formation of Embankment from Roadway Excavation in granular Material includingcompaction Modified AASHTO 90% by powerroller. No m3 - - - - 0 408.99 0
03-70-e Formation of Embankment from Roadway excavation in common Material No m3 - - - - 0 248.48 0
03-70-f Formation Of Embankment From Roadway Excavation In Hard Rock Material No m3 - - - - 0 890.93 0
03-70-g Formation Of Embankment From Roadway Excavation In Medium Rock Material No m3 - - - - 0 527 0
03-70-h Formation Of Embankment From Roadway Excavation In Soft Rock Material No m3 - - - - 0 523 0
03-70-i Formation Of Embankment From Borrow Excavation In Common Material No m3 - - - - 0 828.65 0
03-70-j Formation Of Embankment From Structural Excavation In Common Material No m3 - - - - 0 142.39 0
03-70-k Formation of Embankment from Roadway excavation in common Material (Hard Rock) No m3 - - - - 0 352.97 0
03-71-a Subgrade Preparation In Earth Cut ; Mod. AASHTO 95% No m2 - - - - 0 44.49 0
03-71-b Subgrade Preparation in Rock Cut ; Mod. AASHTO 95% No m2 - - - - 0 92.26 0
03-71-c-i Subgrade Preparation on Existing Road ; Mod. AASHTO 95% No m2 - - - - 0 52.75 0
03-71-c-ii Subgrade Preparation in Existing Road Without Any Fill ; Mod. AASHTO 95% No m2 - - - - 0 30.07 0
Sub-Total A








0
MRS code Item description Item selection Unit Number Length Width Height Quantity Unit Rate (PKR) Amount (PKR)
03-01-a Earth excavation undressed upto single throw of kassi phaorah or shovel etc : in ashes, sand, soft soil or silt clearance No m3 0 97.34 0
03-01-b Earth excavation undressed upto single throw of kassi phaorah or shove etc : in ordinary soil, No m3 0 116.8 0
03-02-a Earth excavation in ashes, sand & soft soil or silt clearance, undressed lead upto 15m. No m3 0 143.28 0
03-02-b Earth excavation in ashes, sand, shingle & soft soil or silt clearance by mechanical means undressed lead upto 15m. No m3 0 85.04 0
03-04-a Bed clearance and dressing slopes of drains including removing of weeds and roots etc. Excavated material undressed within 15m No m3 0 145.36 0
03-04-b Bed clearance and dressing slopes of drains including removing of weeds and roots etc. Excavated material dressed within 15m lead No m3 0 156.78 0
03-05-a Borrowpit excavation undressed lead upto 30m in Ordinary soil No m3 0 211.84 0
03-05-b Borrowpit excavation undressed lead upto 30m in Hard soil No m3 0 255.69 0
03-05-c Borrowpit excavation undressed lead upto 30m in shingle/gravel formation No m3 0 365.62 0
03-06-a Embankment formation in ordinary soil & compaction by mechanical means at optimum moistures content to 95% to 100% max. modified. AASHTO dry density (borrow area). No m3 0 391.65 0
03-06-b Embankment formation in ordinary soil & compaction by mechanical means at optimum moistures content to 90% max. modified AASHTO dry density (borrow area). No m3 0 360.35 0
03-06-c Embankment formation in ordinary soil & compaction by mechanical means at optimum moistures content to 85% max. modified AASHTO dry density (borrow area). No m3 0 329.05 0
03-07-a Earth fill in lawns including dressing & compaction with earth available from cutting/excavation No m3 0 129.78 0
03-07-b Earth fill in lawns including dressing & compaction with suitable earth borrowed. No m3 0 269.3 0
03-08 Furnishing And Planting Of Trees Including Maintenance For 2 Years No Each - - - 0 970.27 0
03-09-a Earth excavation in open cut upto 1.5m depth for drains, pipes etc & disposal : in Ordinary Soil No m3 0 232.52 0
03-09-b Earth excavation in open cut upto 1.5m depth for drains, pipes etc & disposal : in Hard Soil No m3 0 285.92 0
03-09-c Earth excavation in open cut upto 1.5m depth for drains, pipes etc & disposal : in Very hard Soil No m3 0 321.01 0
03-09-d Earth excavation in open cut upto 1.5m depth for drains, pipes etc & disposal : in Gravel & shingle No m3 0 368.92 0
03-10-a Earth excavation in open cut 1.5m - 3m depth for Surface Water Drains, pipes etc & disposal : in Ordinary Soil No m3 0 232.53 0
03-10-b Earth excavation in open cut 1.5m - 3m depth for Surface Water Drains, pipes etc & disposal : in Hard Soil No m3 0 285.92 0
03-10-c Earth excavation in open cut 1.5m - 3m depth for Surface Water Drains, pipes etc & disposal : in Very Hard Soil No m3 0 318.27 0
03-10-d Earth excavation in open cut 1.5m - 3m depth for drains, pipes etc & disposal : in Gravel & shingle No m3 0 350.63 0
03-11-a Excavation in shingle or gravel formation & rock not requiring blast, undressed, 50m lead : Dry No m3 0 222.27 0
03-11-b Excavation in shingle or gravel formation & rock not requiring blast, undressed, 50m lead : Wet No m3 0 296.31 0
03-11-c Excavation in shingle or gravel formation & rock not req. blast, undressed, 50m lead : in Flowing Water No m3 0 370.44 0
03-12-a Earth excavation in irrigation channels/drains & disposal upto 25m. & dressing : in Ordinary Soil No m3 0 207.65 0
03-12-b Earth excavation in irrigation channels/drains & disposal upto 25m. & dressing : in Hard Soil No m3 0 249.18 0
03-12-c Earth excavation in irrigation channels/drains & disposal upto 25m. & dressing : in Very Hard Soil No m3 0 293.31 0
03-12-d Earth excavation in irrigation channels/drains & disposal upto 25m. & dressing : in Shingle/Gravel No m3 0 545.08 0
03-13-a Rock Excavation, dressing & disposal up to 50m Soft Rock, slate, shale, schist or lateriate No m3 0 668.37 0
03-13-b Rock Excavation, dressing & disposal up to 50m Medium hard rock, requiring occasional blasting No m3 0 811.78 0
03-14-a Excavation in hard rock requiring blasting and disposal upto 25m & dressing : Grade I No m3 0 465.66 0
03-14-b Excavation in hard rock requiring blasting and disposal upto 25m & dressing : Grade II No m3 0 532.76 0
03-14-c Excavation in hard rock requiring blasting and disposal upto 25m & dressing : Grade III No m3 0 580.01 0
03-14-d Excavation in hard rock requiring blasting and disposal upto 25m & dressing : Grade IV No m3 0 611.61 0
03-14-e Excavation in hard rock requiring blasting and disposal upto 25m & dressing : Grade V No m3 0 645.33 0
03-14-f Excavation in hard rock requiring blasting and disposal upto 25m & dressing : Grade VI No m3 0 681.38 0
03-15-a Excavation in hard rock requiring blasting but blasting prohibited, dispose & dress within 25 m : Grade I No m3 0 559.51 0
03-15-b Excavation in hard rock requiring blasting where blasting prohibited, dispose & dress within 25 m : Grade II No m3 0 699.39 0
03-15-c Excavation in hard rock requiring blasting where blasting prohibited, dispose & dress within 25 m: Grade III No m3 0 874.23 0
03-15-d Excavation in hard rock requiring blasting where blasting prohibited, dispose & dress within 25 m: Grade IV No m3 0 1,005.36 0
03-15-e Excavation in hard rock requiring blasting where blasting prohibited, dispose & dress within 25 m: Grade V No m3 0 1,105.90 0
03-15-f Excavation in hard rock requiring blasting where blasting prohibited, dispose & dress within 25 m: Grade VI No m3 0 1,216.50 0
03-16-a Rehandling of earthwork Lead upto a single throw of kassi, shovel, phaorah No m3 0 64.89 0
03-16-b Rehandling of earthwork upto a lead of 25 m. No m3 0 90.85 0
03-17 Rehandling of gravel work or excavated rock, lead upto 25m. No m3 0 259.56 0
03-18-a Filling, watering and ramming earth under floor with surplus earth from foundation, etc No m3 0 77.66 0
03-18-b Selected Fill Material under Footings No m3 0 1,243.40 0
03-18-c Provide and Fill River Bed Filter Material For Widening Portion. No m3 0 1,020.08 0
03-18-d Filling, watering and ramming earth under floor with earth excavated from outside lead upto 30m No m3 0 77.87 0
03-19-a Extra for every 15 m extra lead or part thereof for earthwork soft, ordinary, hard & very hard No m3 0 4.41 0
03-19-b Extra for every 15 m extra lead or part thereof for gravel, shingle or rock. No m3 0 5.14 0
03-20-a Transportation of earth all types beyond 250 m and upto 500 m. No m3 0 184.29 0
03-20-b Transportation of earth all types for every 100m extra lead beyond 500m upto 1.5 km. No m3 0 28.55 0
03-20-c Transportation of earth all types for every 500m extra lead beyond 1.5 km. upto 8 km. No m3 0 25.96 0
03-20-d Transportation of earth all types for every 1 km extra lead or part thereof beyond 8 km. No m3 0 18.17 0
03-21-a Dressing & levelling earth to designed sections Ashes, sand, silt or soft soil upto cut or fill 6 inches No m3 0 8.31 0
03-21-b Dressing & levelling earth to designed sections Ordinary or hard soil upto cut or fill 6 inches No m3 0 16.09 0
03-21-c Dressing & levelling earth to designed section Gravel work or soft rock not requiring blasting upto cut or fill 6 inches No m3 0 38.93 0
03-22 Dowel dressing No m - - 0 8.44 0
03-23 Dressing slopes of banks or ground surface No m2 - 0 9.55 0
03-24 Dressing of earthwork (done by machinery or otherwise & left undressed) to designed section No m2 - 0 10.68 0
03-25-a Excavation in foundation of building, bridges etc complete : in sand, ashes or loose soil No m3 0 163.9 0
03-25-b Excavation in foundation of building, bridges etc complete : in ordinary soil No m3 0 243.91 0
03-25-c Excavation in foundation of building, bridges etc complete : in hard soil or soft murum No m3 0 298.5 0
03-25-d Excavation in foundation of building, bridges etc complete : in shingle/gravel No m3 0 328.09 0
03-26 Cutting hard rock such as granite, ballast, hard lime etc with chisels/hammers for small foundation No m3 0 2,394.67 0
03-27 Extra for excavaton requiring shoring No m3 0 64.26 0
03-28-a Mixing & moistening of earthwork to OMC in layers for compaction etc complete No m3 0 24.3 0
03-28-b-01 Compaction by rolling with animal driven roller or hand rammed : Soft or sandy soil No m3 0 43.26 0
03-28-b-02 Compaction by rolling with animal driven roller or hand rammed : Ordinary soil No m3 0 50.83 0
03-28-b-03 Compaction by rolling with animal driven roller or hand rammed : Hard soil No m3 0 56.96 0
03-28-b-04 Compaction by rolling with animal driven roller or hand rammed : Admixture of shingle No m3 0 64.56 0
03-28-c Ramming earthwork (all types of soil) No m3 0 38.93 0
03-28-d Ramming earthwork behind retaining wall No m3 0 51.91 0
03-29-a Compaction of earth with power road roller 95% to 100% max. mod. AASHTO dry density No m3 0 263.54 0
03-29-b Compaction of earth with power road roller 90% max. mod. AASHTO dry density No m3 0 209.12 0
03-29-c Compaction of earth with power road roller 85% max. mod. AASHTO dry density No m3 0 172.86 0
03-30 Extra for wet earthwork No m3 0 90.85 0
03-31 Extra for slush or daldal including dewatering No m3 0 233.72 0
03-32 Extra for puddling. No m3 0 162.23 0
03-33 Earthwork on small rain water drains, along canal banks,roads, drains, etc complete No m - - 0 204.73 0
03-34-a Filling and Compacting Soil, Earth and Boulders behind retaining walls (Available material) No m3 0 233.61 0
03-34-b Filling and Compacting Soil, Earth and Boulders behind retaining walls by mechanical means (Available material) No m3 0 248.57 0
03-35 Supply and spreading stone aggregate size 3/4" No m3 0 1,526.78 0
03-36 P/L Stone soling under foundation including consolidation etc. No m3 0 577.01 0
03-37 Dag belling 75 mm deep. No km - - 0 1,350.39 0
03-38 Turfing slopes of banks or lawns with grass sods including ploughing, laying, setting & watering No m2 - 0 80.11 0
03-39-a Berm cutting : Lead upto single throw of phaorah or shovel, without dressing No m3 0 116.8 0
03-39-b Berm cutting : Upto 25 m lead (including dressing) No m3 0 181.69 0
03-40-a Berm trimming both sides of channels Upto 1 m depth No km - - 0 6,394.08 0
03-40-b Berm trimming both sides of channels Over 1m to 1.5m depth No km - - 0 8,449.33 0
03-40-c Berm trimming both sides of channels Over 1.5m to 2.5m depth No km - - 0 13,473.25 0
03-41 Dressing Of Berm Without Extra Material No m3 0 27.59 0
03-43-a-01 Making boundary or service roads complete in unploughed land : From 3 m to 6 m wide No m - - 0 36.17 0
03-43-a-02 Making boundary or service roads complete in unploughed land : Over 6 m to 12 m wide No m - - 0 48.23 0
03-43-b-01 Making boundary or service roads complete in ploughed land : From 3 m to 6m wide No m - - 0 36.61 0
03-43-b-02 Making boundary or service roads complete in ploughed land : Over 6 m to 12 m wide No m - - 0 48.23 0
03-44-a Earthwork by boats, Digging and loading into boats, upto 25m lead No m3 0 155.74 0
03-44-b Earthwork by boats, including hire of boats Carriage by boats upto 250m. No m3 0 565.85 0
03-44-c Earthwork by boats, including hiring of boats Extra for every additional 50m beyond 250m No m3 0 33.37 0
03-44-d Earthwork by boats, Unloading earth from boats No m3 0 72.57 0
03-45 Unloading earth from BG trucks and clearing 1.5m from rail No m3 0 77.87 0
03-46 Earthwork by tramway, digging and loading in trucks, upto 25m lead No m3 0 181.69 0
03-47 Unloading earth from BG trucks and spreading upto 5m from rail No m3 0 116.8 0
03-48 Supplying clean and screened river or pit sand within 150m including removal of loose earth or overburden. No m3 0 109.1 0
03-49-a Excavation in open cut for sewers & manhole except shingle, gravel & rock : Upto 2m No m3 0 285.18 0
03-49-b Excavation in open cut for sewers & manholes except shingle, gravel & rock : 2m to 5m No m3 0 369.16 0
03-49-c Excavation in open cut for sewers & manholes except shingle, gravel & rock : Below 5m depth No m3 0 402.2 0
03-50-a Trench Excavation in open cutting below water level for sewers & manholes : Upto 1.25m depth No m3 0 615.11 0
03-50-b Trench Excavation in open cutting below water level for sewers & manholes : 1.25m to 2.5m depth No m3 0 805.08 0
03-50-c Trench Excavation in open cutting below water level for sewers & manholes : Exceeding 2.5m depth No m3 0 1,043.27 0
03-51 Excavation of trench in all kinds of soils except cutting in rock for pilelines upto 1.5m depth No m3 0 184.29 0
03-52-a Uprooting stump and removing within 50 m upto 2 m girth No Each - - - 0 546.96 0
03-52-b Uprooting stump and removing within 50 m above 2 m girth No Each - - - 0 821.27 0
03-52-c Uprooting stump and removing within 50 m upto 2 m girth including sand filling and trinches No Each - - - 0 1,388.51 0
03-52-d Uprooting stump and removing within 50 m above 2 m girth including sand filling and trenches No Each - - - 0 2,554.09 0
03-53-a Jungle clearance and removing within 50m Light Jungle No m2 - 0 3.95 0
03-53-b Jungle clearance and removing within 50m Thick Jungle No m2 - 0 7.91 0
03-54 Uprooting sarkanda growth & disposal within 50m No m2 - 0 10.28 0
03-55 Stripping No m3 0 159.08 0
03-57 Levelling, dressing and making lawns No m2 - 0 31.22 0
03-58 Turfing of lawn with Dacca Grass No m2 - 0 129.5 0
03-59-a Excavation and Clearance of shingle, gravel including sand, soft soil and silt deposits in channel bed upto 25m No m3 0 493.17 0
03-59-b Excavation and Clearance of shingle, gravel including sand, soft soil and silt deposits by mechanical means in channel bed upto 25m No m3 0 196.23 0
03-60 Clearance of site by cutting, removing all shrubs, trees, upto 6 inches (152 mm) girth, etc. and taking out their entire roots and filling the hollows with earth complete with dressing, consolidating and watering the filling including stacking the serviceable materials and disposal of useless material as directed, lead to 10 chains, cost of earth included. No m2 - 0 61.21 0
03-61-a Clearance of choked up syphon including dewatering Upto 1.25m dia No m - - 0 617.52 0
03-61-b Clearance of choked up syphon including dewatering Exceeding 1.25m dia No m - - 0 963.33 0
03-72-a Earthwork by mechanical means in drains and irrigation channels in DRY soil dressed to designed section, grades profile/with excavated material, disposed off within 50 feet (15.2 m) lead and dressed as directed. No m3 0 51.27 0
03-72-b Earthwork by mechanical means in drains and irrigation channels in DRY & WET soil dressed to designed section, grades profile/with excavated material, disposed off within 50 feet (15.2 m) lead and dressed as directed. No m3 0 54.62 0
03-72-c Earthwork by mechanical means in drains and irrigation channels in WET & SLUSH soil dressed to designed section, grades profile/with excavated material, disposed off within 50 feet (15.2 m) lead and dressed as directed. No m3 0 65.87 0
03-72-d Earthwork by mechanical means in drains and irrigation channels in SLUSH soil dressed to designed section, grades profile/with excavated material, disposed off within 50 feet (15.2 m) lead and dressed as directed. No m3 0 74.31 0
03-72-e Earthwork by mechanical means in drains and irrigation channels in SLUSH soil dressed to designed section, grades profile/with excavated material, disposed off within 50 feet (15.2 m) lead and dressed as directed. No m3 0 129.62 0
03-72-f Earthwork by mechanical means in drains and irrigation channels in BORROW AREA soil dressed to designed section, grades profile/with excavated material, disposed off within 50 feet (15.2 m) lead and dressed as directed. No m3 0 58.69 0
03-72-g Earthwork by mechanical means in drains and irrigation channels in UNDER WATER soil dressed to designed section, grades profile/with excavated material, disposed off within 50 feet (15.2 m) lead and dressed as directed. No m3 0 107.57 0
03-73 Provide, place and compact impervious clay core in dam embankment of specified grading, permiability i/c leveling dressing and haulage obtaining 95% modified AASHTO dry density i/c 1.5 KM lead No m3 0 377.07 0
03-74 Provide , Place & compact shoulder material (sandy / silty gravel) in Dam Embankment, of specified grading, leveling/ dressing i/c haulage for obtaining of 95% modified AASHTHO dry density. No m3 0 331.58 0
03-75 Provide , Place & compact Fine Filter in chimney drain vertical / horizantol on downstream of clay core No m3 0 1,545.53 0
03-76 Provide , Place & compact Coarse Filter (well graded gravel) in chimney drain vertical / horizantol on downstream of fine filter i/c leveling, moistening etc No m3 0 978.08 0
03-77 Excavation for core trench of Dam Embankment/Spillway/Intake & Outlet Structure and Irrigation System upto a minimum depth of 35 ft in common soil including removing of excavated material by machinery in 1.5 KM radius No m3 0 229.99 0
03-78-a Excavation for core trench of Dam Embankment/Spillway/Intake & Outlet Structure and Irrigation System upto a minimum depth of 35 ft in shingle gravel including removing of excavated material by machinery in 1.5 KM radius No m3 0 234.55 0
03-78-b Excavation for core trench of Dam Embankment/Spillway/Intake & Outlet Structure and Irrigation System upto design depth in Soft Rock/Shale requiring 20% blasting i/c removing of material from outside of the structure area lead upto 1.5 KM No m3 0 480.67 0
03-78-c Excavation for core trench of Dam Embankment/Spillway/Intake & Outlet Structure and Irrigation System upto design depth in Medium Hard Rock requiring 50% blasting i/c removing of material from outside of the structure area lead upto 1.5 KM No m3 0 763.52 0
03-78-d Excavation for core trench of Dam Embankment/Spillway/Intake & Outlet Structure and Irrigation System upto design depth in Hard Rock requiring 75% blasting i/c removing of material from outside of the structure area lead upto 1.5 KM No m3 0 1,166.01 0
Sub-Total B 0
MRS code Item description Item selection Unit Number Area Height Quantity Unit Rate (PKR) Amount (PKR)
03-42-a Ploughing and levelling borrow pits Upto 1m depth No ha - 0 6,886.44 0
03-42-b Ploughing and levelling borrow pits Exceeding 1m depth No ha - 0 7,870.22 0
03-56 Ploughing 3 times No ha - 0 7,413.09 0
Sub-Total C 0
MRS code Item description Item selection Unit Number Length Width Height Quantity Unit Rate (PKR) Amount (PKR)
03-63 Removal of Tree : Girth 150mm - 300mm including removal of stump & backfilling with sand No No - - - 0 577.14 0
03-64-a Removal of Tree : Girth 300mm - 600mm including removal of stump & backfilling with sand No No - - - 0 1,154.28 0
03-64-b Removal of Tree : Girth over 600mm including removal of stump & backfilling with sand No No - - - 0 2,804.79 0
Sub-Total D 0
Sub-Total Bill 1 (A+B+C+D)








0
Bill of Quantities
Bill 1: Earthwork






MRS code Item description Unit Quantity Unit Rate (PKR) Amount (PKR)
03-03-a Excavate Unsuitable Common Material m3 0 148.86 0
03-03-b Excavate Unsuitable Hard Rock Material m3 0 453.74 0
03-03-c Excavate Unsuitable Medium Rock Material m3 0 241.94 0
03-03-d Excavate Unsuitable Soft Material m3 0 153.79 0
03-03-e Excavate Surplus Common Material m3 0 135.37 0
03-03-f Excavate Surplus Hard Rock Material m3 0 474.42 0
03-03-g Excavate Surplus Medium Rock Material m3 0 413.98 0
03-03-h Excavate Surplus Soft Rock Material m3 0 312.56 0
03-62 Clearing and Grubbing by mechanical means m2 0 16.13 0
03-65 Compaction of Natural Ground m2 0 19.92 0
03-66-a Roadway Excavation in Surplus / Unsuitable Common Material m3 0 358.64 0
03-66-b Roadway Excavation in Surplus / Unsuitable Rock (Hard) Material requiring blasting. m3 0 752.58 0
03-66-c Roadway Excavation in Surplus / Unsuitable Rock (Medium) Material requiring blasting m3 0 666.91 0
03-66-d Roadway Excavation in Surplus / Unsuitable Rock (Soft) Material m3 0 295.3 0
03-70-a Formation of Embankment from Roadway Excavation in Common Material includingcompaction Modified AASHTO 90% by powerroller. m3 0 397.72 0
03-70-b Formation of Embankment from Roadway Excavation in Rock Material requiring blastingand compaction Modified AASHTO 95% ofembankment by power roller. m3 0 889.83 0
03-70-c Formation of Embankment from Borrow Excavation in Common Material includingcompaction Modified AASHTO 90% by powerroller. m3 0 785.64 0
03-70-d Formation of Embankment from Roadway Excavation in granular Material includingcompaction Modified AASHTO 90% by powerroller. m3 0 408.99 0
03-70-e Formation of Embankment from Roadway excavation in common Material m3 0 248.48 0
03-70-f Formation Of Embankment From Roadway Excavation In Hard Rock Material m3 0 890.93 0
03-70-g Formation Of Embankment From Roadway Excavation In Medium Rock Material m3 0 527 0
03-70-h Formation Of Embankment From Roadway Excavation In Soft Rock Material m3 0 523 0
03-70-i Formation Of Embankment From Borrow Excavation In Common Material m3 0 828.65 0
03-70-j Formation Of Embankment From Structural Excavation In Common Material m3 0 142.39 0
03-70-k Formation of Embankment from Roadway excavation in common Material (Hard Rock) m3 0 352.97 0
03-71-a Subgrade Preparation In Earth Cut ; Mod. AASHTO 95% m2 0 44.49 0
03-71-b Subgrade Preparation in Rock Cut ; Mod. AASHTO 95% m2 0 92.26 0
03-71-c-i Subgrade Preparation on Existing Road ; Mod. AASHTO 95% m2 0 52.75 0
03-71-c-ii Subgrade Preparation in Existing Road Without Any Fill ; Mod. AASHTO 95% m2 0 30.07 0
Sub-Total A 0
MRS code Item description Unit Quantity Unit Rate (PKR) Amount (PKR)
03-01-a Earth excavation undressed upto single throw of kassi phaorah or shovel etc : in ashes, sand, soft soil or silt clearance m3 0 97.34 0
03-01-b Earth excavation undressed upto single throw of kassi phaorah or shove etc : in ordinary soil, m3 0 116.8 0
03-02-a Earth excavation in ashes, sand & soft soil or silt clearance, undressed lead upto 15m. m3 0 143.28 0
03-02-b Earth excavation in ashes, sand, shingle & soft soil or silt clearance by mechanical means undressed lead upto 15m. m3 0 85.04 0
03-04-a Bed clearance and dressing slopes of drains including removing of weeds and roots etc. Excavated material undressed within 15m m3 0 145.36 0
03-04-b Bed clearance and dressing slopes of drains including removing of weeds and roots etc. Excavated material dressed within 15m lead m3 0 156.78 0
03-05-a Borrowpit excavation undressed lead upto 30m in Ordinary soil m3 0 211.84 0
03-05-b Borrowpit excavation undressed lead upto 30m in Hard soil m3 0 255.69 0
03-05-c Borrowpit excavation undressed lead upto 30m in shingle/gravel formation m3 0 365.62 0
03-06-a Embankment formation in ordinary soil & compaction by mechanical means at optimum moistures content to 95% to 100% max. modified. AASHTO dry density (borrow area). m3 0 391.65 0
03-06-b Embankment formation in ordinary soil & compaction by mechanical means at optimum moistures content to 90% max. modified AASHTO dry density (borrow area). m3 0 360.35 0
03-06-c Embankment formation in ordinary soil & compaction by mechanical means at optimum moistures content to 85% max. modified AASHTO dry density (borrow area). m3 0 329.05 0
03-07-a Earth fill in lawns including dressing & compaction with earth available from cutting/excavation m3 0 129.78 0
03-07-b Earth fill in lawns including dressing & compaction with suitable earth borrowed. m3 0 269.3 0
03-08 Furnishing And Planting Of Trees Including Maintenance For 2 Years Each 0 970.27 0
03-09-a Earth excavation in open cut upto 1.5m depth for drains, pipes etc & disposal : in Ordinary Soil m3 0 232.52 0
03-09-b Earth excavation in open cut upto 1.5m depth for drains, pipes etc & disposal : in Hard Soil m3 0 285.92 0
03-09-c Earth excavation in open cut upto 1.5m depth for drains, pipes etc & disposal : in Very hard Soil m3 0 321.01 0
03-09-d Earth excavation in open cut upto 1.5m depth for drains, pipes etc & disposal : in Gravel & shingle m3 0 368.92 0
03-10-a Earth excavation in open cut 1.5m - 3m depth for Surface Water Drains, pipes etc & disposal : in Ordinary Soil m3 0 232.53 0
03-10-b Earth excavation in open cut 1.5m - 3m depth for Surface Water Drains, pipes etc & disposal : in Hard Soil m3 0 285.92 0
03-10-c Earth excavation in open cut 1.5m - 3m depth for Surface Water Drains, pipes etc & disposal : in Very Hard Soil m3 0 318.27 0
03-10-d Earth excavation in open cut 1.5m - 3m depth for drains, pipes etc & disposal : in Gravel & shingle m3 0 350.63 0
03-11-a Excavation in shingle or gravel formation & rock not requiring blast, undressed, 50m lead : Dry m3 0 222.27 0
03-11-b Excavation in shingle or gravel formation & rock not requiring blast, undressed, 50m lead : Wet m3 0 296.31 0
03-11-c Excavation in shingle or gravel formation & rock not req. blast, undressed, 50m lead : in Flowing Water m3 0 370.44 0
03-12-a Earth excavation in irrigation channels/drains & disposal upto 25m. & dressing : in Ordinary Soil m3 0 207.65 0
03-12-b Earth excavation in irrigation channels/drains & disposal upto 25m. & dressing : in Hard Soil m3 0 249.18 0
03-12-c Earth excavation in irrigation channels/drains & disposal upto 25m. & dressing : in Very Hard Soil m3 0 293.31 0
03-12-d Earth excavation in irrigation channels/drains & disposal upto 25m. & dressing : in Shingle/Gravel m3 0 545.08 0
03-13-a Rock Excavation, dressing & disposal up to 50m Soft Rock, slate, shale, schist or lateriate m3 0 668.37 0
03-13-b Rock Excavation, dressing & disposal up to 50m Medium hard rock, requiring occasional blasting m3 0 811.78 0
03-14-a Excavation in hard rock requiring blasting and disposal upto 25m & dressing : Grade I m3 0 465.66 0
03-14-b Excavation in hard rock requiring blasting and disposal upto 25m & dressing : Grade II m3 0 532.76 0
03-14-c Excavation in hard rock requiring blasting and disposal upto 25m & dressing : Grade III m3 0 580.01 0
03-14-d Excavation in hard rock requiring blasting and disposal upto 25m & dressing : Grade IV m3 0 611.61 0
03-14-e Excavation in hard rock requiring blasting and disposal upto 25m & dressing : Grade V m3 0 645.33 0
03-14-f Excavation in hard rock requiring blasting and disposal upto 25m & dressing : Grade VI m3 0 681.38 0
03-15-a Excavation in hard rock requiring blasting but blasting prohibited, dispose & dress within 25 m : Grade I m3 0 559.51 0
03-15-b Excavation in hard rock requiring blasting where blasting prohibited, dispose & dress within 25 m : Grade II m3 0 699.39 0
03-15-c Excavation in hard rock requiring blasting where blasting prohibited, dispose & dress within 25 m: Grade III m3 0 874.23 0
03-15-d Excavation in hard rock requiring blasting where blasting prohibited, dispose & dress within 25 m: Grade IV m3 0 1,005.36 0
03-15-e Excavation in hard rock requiring blasting where blasting prohibited, dispose & dress within 25 m: Grade V m3 0 1,105.90 0
03-15-f Excavation in hard rock requiring blasting where blasting prohibited, dispose & dress within 25 m: Grade VI m3 0 1,216.50 0
03-16-a Rehandling of earthwork Lead upto a single throw of kassi, shovel, phaorah m3 0 64.89 0
03-16-b Rehandling of earthwork upto a lead of 25 m. m3 0 90.85 0
03-17 Rehandling of gravel work or excavated rock, lead upto 25m. m3 0 259.56 0
03-18-a Filling, watering and ramming earth under floor with surplus earth from foundation, etc m3 0 77.66 0
03-18-b Selected Fill Material under Footings m3 0 1,243.40 0
03-18-c Provide and Fill River Bed Filter Material For Widening Portion. m3 0 1,020.08 0
03-18-d Filling, watering and ramming earth under floor with earth excavated from outside lead upto 30m m3 0 77.87 0
03-19-a Extra for every 15 m extra lead or part thereof for earthwork soft, ordinary, hard & very hard m3 0 4.41 0
03-19-b Extra for every 15 m extra lead or part thereof for gravel, shingle or rock. m3 0 5.14 0
03-20-a Transportation of earth all types beyond 250 m and upto 500 m. m3 0 184.29 0
03-20-b Transportation of earth all types for every 100m extra lead beyond 500m upto 1.5 km. m3 0 28.55 0
03-20-c Transportation of earth all types for every 500m extra lead beyond 1.5 km. upto 8 km. m3 0 25.96 0
03-20-d Transportation of earth all types for every 1 km extra lead or part thereof beyond 8 km. m3 0 18.17 0
03-21-a Dressing & levelling earth to designed sections Ashes, sand, silt or soft soil upto cut or fill 6 inches m3 0 8.31 0
03-21-b Dressing & levelling earth to designed sections Ordinary or hard soil upto cut or fill 6 inches m3 0 16.09 0
03-21-c Dressing & levelling earth to designed section Gravel work or soft rock not requiring blasting upto cut or fill 6 inches m3 0 38.93 0
03-22 Dowel dressing m 0 8.44 0
03-23 Dressing slopes of banks or ground surface m2 0 9.55 0
03-24 Dressing of earthwork (done by machinery or otherwise & left undressed) to designed section m2 0 10.68 0
03-25-a Excavation in foundation of building, bridges etc complete : in sand, ashes or loose soil m3 0 163.9 0
03-25-b Excavation in foundation of building, bridges etc complete : in ordinary soil m3 0 243.91 0
03-25-c Excavation in foundation of building, bridges etc complete : in hard soil or soft murum m3 0 298.5 0
03-25-d Excavation in foundation of building, bridges etc complete : in shingle/gravel m3 0 328.09 0
03-26 Cutting hard rock such as granite, ballast, hard lime etc with chisels/hammers for small foundation m3 0 2,394.67 0
03-27 Extra for excavaton requiring shoring m3 0 64.26 0
03-28-a Mixing & moistening of earthwork to OMC in layers for compaction etc complete m3 0 24.3 0
03-28-b-01 Compaction by rolling with animal driven roller or hand rammed : Soft or sandy soil m3 0 43.26 0
03-28-b-02 Compaction by rolling with animal driven roller or hand rammed : Ordinary soil m3 0 50.83 0
03-28-b-03 Compaction by rolling with animal driven roller or hand rammed : Hard soil m3 0 56.96 0
03-28-b-04 Compaction by rolling with animal driven roller or hand rammed : Admixture of shingle m3 0 64.56 0
03-28-c Ramming earthwork (all types of soil) m3 0 38.93 0
03-28-d Ramming earthwork behind retaining wall m3 0 51.91 0
03-29-a Compaction of earth with power road roller 95% to 100% max. mod. AASHTO dry density m3 0 263.54 0
03-29-b Compaction of earth with power road roller 90% max. mod. AASHTO dry density m3 0 209.12 0
03-29-c Compaction of earth with power road roller 85% max. mod. AASHTO dry density m3 0 172.86 0
03-30 Extra for wet earthwork m3 0 90.85 0
03-31 Extra for slush or daldal including dewatering m3 0 233.72 0
03-32 Extra for puddling. m3 0 162.23 0
03-33 Earthwork on small rain water drains, along canal banks,roads, drains, etc complete m 0 204.73 0
03-34-a Filling and Compacting Soil, Earth and Boulders behind retaining walls (Available material) m3 0 233.61 0
03-34-b Filling and Compacting Soil, Earth and Boulders behind retaining walls by mechanical means (Available material) m3 0 248.57 0
03-35 Supply and spreading stone aggregate size 3/4" m3 0 1,526.78 0
03-36 P/L Stone soling under foundation including consolidation etc. m3 0 577.01 0
03-37 Dag belling 75 mm deep. km 0 1,350.39 0
03-38 Turfing slopes of banks or lawns with grass sods including ploughing, laying, setting & watering m2 0 80.11 0
03-39-a Berm cutting : Lead upto single throw of phaorah or shovel, without dressing m3 0 116.8 0
03-39-b Berm cutting : Upto 25 m lead (including dressing) m3 0 181.69 0
03-40-a Berm trimming both sides of channels Upto 1 m depth km 0 6,394.08 0
03-40-b Berm trimming both sides of channels Over 1m to 1.5m depth km 0 8,449.33 0
03-40-c Berm trimming both sides of channels Over 1.5m to 2.5m depth km 0 13,473.25 0
03-41 Dressing Of Berm Without Extra Material m3 0 27.59 0
03-43-a-01 Making boundary or service roads complete in unploughed land : From 3 m to 6 m wide m 0 36.17 0
03-43-a-02 Making boundary or service roads complete in unploughed land : Over 6 m to 12 m wide m 0 48.23 0
03-43-b-01 Making boundary or service roads complete in ploughed land : From 3 m to 6m wide m 0 36.61 0
03-43-b-02 Making boundary or service roads complete in ploughed land : Over 6 m to 12 m wide m 0 48.23 0
03-44-a Earthwork by boats, Digging and loading into boats, upto 25m lead m3 0 155.74 0
03-44-b Earthwork by boats, including hire of boats Carriage by boats upto 250m. m3 0 565.85 0
03-44-c Earthwork by boats, including hiring of boats Extra for every additional 50m beyond 250m m3 0 33.37 0
03-44-d Earthwork by boats, Unloading earth from boats m3 0 72.57 0
03-45 Unloading earth from BG trucks and clearing 1.5m from rail m3 0 77.87 0
03-46 Earthwork by tramway, digging and loading in trucks, upto 25m lead m3 0 181.69 0
03-47 Unloading earth from BG trucks and spreading upto 5m from rail m3 0 116.8 0
03-48 Supplying clean and screened river or pit sand within 150m including removal of loose earth or overburden. m3 0 109.1 0
03-49-a Excavation in open cut for sewers & manhole except shingle, gravel & rock : Upto 2m m3 0 285.18 0
03-49-b Excavation in open cut for sewers & manholes except shingle, gravel & rock : 2m to 5m m3 0 369.16 0
03-49-c Excavation in open cut for sewers & manholes except shingle, gravel & rock : Below 5m depth m3 0 402.2 0
03-50-a Trench Excavation in open cutting below water level for sewers & manholes : Upto 1.25m depth m3 0 615.11 0
03-50-b Trench Excavation in open cutting below water level for sewers & manholes : 1.25m to 2.5m depth m3 0 805.08 0
03-50-c Trench Excavation in open cutting below water level for sewers & manholes : Exceeding 2.5m depth m3 0 1,043.27 0
03-51 Excavation of trench in all kinds of soils except cutting in rock for pilelines upto 1.5m depth m3 0 184.29 0
03-52-a Uprooting stump and removing within 50 m upto 2 m girth Each 0 546.96 0
03-52-b Uprooting stump and removing within 50 m above 2 m girth Each 0 821.27 0
03-52-c Uprooting stump and removing within 50 m upto 2 m girth including sand filling and trinches Each 0 1,388.51 0
03-52-d Uprooting stump and removing within 50 m above 2 m girth including sand filling and trenches Each 0 2,554.09 0
03-53-a Jungle clearance and removing within 50m Light Jungle m2 0 3.95 0
03-53-b Jungle clearance and removing within 50m Thick Jungle m2 0 7.91 0
03-54 Uprooting sarkanda growth & disposal within 50m m2 0 10.28 0
03-55 Stripping m3 0 159.08 0
03-57 Levelling, dressing and making lawns m2 0 31.22 0
03-58 Turfing of lawn with Dacca Grass m2 0 129.5 0
03-59-a Excavation and Clearance of shingle, gravel including sand, soft soil and silt deposits in channel bed upto 25m m3 0 493.17 0
03-59-b Excavation and Clearance of shingle, gravel including sand, soft soil and silt deposits by mechanical means in channel bed upto 25m m3 0 196.23 0
03-60 Clearance of site by cutting, removing all shrubs, trees, upto 6 inches (152 mm) girth, etc. and taking out their entire roots and filling the hollows with earth complete with dressing, consolidating and watering the filling including stacking the serviceable materials and disposal of useless material as directed, lead to 10 chains, cost of earth included. m2 0 61.21 0
03-61-a Clearance of choked up syphon including dewatering Upto 1.25m dia m 0 617.52 0
03-61-b Clearance of choked up syphon including dewatering Exceeding 1.25m dia m 0 963.33 0
03-72-a Earthwork by mechanical means in drains and irrigation channels in DRY soil dressed to designed section, grades profile/with excavated material, disposed off within 50 feet (15.2 m) lead and dressed as directed. m3 0 51.27 0
03-72-b Earthwork by mechanical means in drains and irrigation channels in DRY & WET soil dressed to designed section, grades profile/with excavated material, disposed off within 50 feet (15.2 m) lead and dressed as directed. m3 0 54.62 0
03-72-c Earthwork by mechanical means in drains and irrigation channels in WET & SLUSH soil dressed to designed section, grades profile/with excavated material, disposed off within 50 feet (15.2 m) lead and dressed as directed. m3 0 65.87 0
03-72-d Earthwork by mechanical means in drains and irrigation channels in SLUSH soil dressed to designed section, grades profile/with excavated material, disposed off within 50 feet (15.2 m) lead and dressed as directed. m3 0 74.31 0
03-72-e Earthwork by mechanical means in drains and irrigation channels in SLUSH soil dressed to designed section, grades profile/with excavated material, disposed off within 50 feet (15.2 m) lead and dressed as directed. m3 0 129.62 0
03-72-f Earthwork by mechanical means in drains and irrigation channels in BORROW AREA soil dressed to designed section, grades profile/with excavated material, disposed off within 50 feet (15.2 m) lead and dressed as directed. m3 0 58.69 0
03-72-g Earthwork by mechanical means in drains and irrigation channels in UNDER WATER soil dressed to designed section, grades profile/with excavated material, disposed off within 50 feet (15.2 m) lead and dressed as directed. m3 0 107.57 0
03-73 Provide, place and compact impervious clay core in dam embankment of specified grading, permiability i/c leveling dressing and haulage obtaining 95% modified AASHTO dry density i/c 1.5 KM lead m3 0 377.07 0
03-74 Provide , Place & compact shoulder material (sandy / silty gravel) in Dam Embankment, of specified grading, leveling/ dressing i/c haulage for obtaining of 95% modified AASHTHO dry density. m3 0 331.58 0
03-75 Provide , Place & compact Fine Filter in chimney drain vertical / horizantol on downstream of clay core m3 0 1,545.53 0
03-76 Provide , Place & compact Coarse Filter (well graded gravel) in chimney drain vertical / horizantol on downstream of fine filter i/c leveling, moistening etc m3 0 978.08 0
03-77 Excavation for core trench of Dam Embankment/Spillway/Intake & Outlet Structure and Irrigation System upto a minimum depth of 35 ft in common soil including removing of excavated material by machinery in 1.5 KM radius m3 0 229.99 0
03-78-a Excavation for core trench of Dam Embankment/Spillway/Intake & Outlet Structure and Irrigation System upto a minimum depth of 35 ft in shingle gravel including removing of excavated material by machinery in 1.5 KM radius m3 0 234.55 0
03-78-b Excavation for core trench of Dam Embankment/Spillway/Intake & Outlet Structure and Irrigation System upto design depth in Soft Rock/Shale requiring 20% blasting i/c removing of material from outside of the structure area lead upto 1.5 KM m3 0 480.67 0
03-78-c Excavation for core trench of Dam Embankment/Spillway/Intake & Outlet Structure and Irrigation System upto design depth in Medium Hard Rock requiring 50% blasting i/c removing of material from outside of the structure area lead upto 1.5 KM m3 0 763.52 0
03-78-d Excavation for core trench of Dam Embankment/Spillway/Intake & Outlet Structure and Irrigation System upto design depth in Hard Rock requiring 75% blasting i/c removing of material from outside of the structure area lead upto 1.5 KM m3 0 1,166.01 0
Sub-Total B 0
MRS code Item description Unit Quantity Unit Rate (PKR) Amount (PKR)
03-42-a Ploughing and levelling borrow pits Upto 1m depth ha 0 6,886.44 0
03-42-b Ploughing and levelling borrow pits Exceeding 1m depth ha 0 7,870.22 0
03-56 Ploughing 3 times ha 0 7,413.09 0
Sub-Total C 0
MRS code Item description Unit Quantity Unit Rate (PKR) Amount (PKR)
03-63 Removal of Tree : Girth 150mm - 300mm including removal of stump & backfilling with sand No 0 577.14 0
03-64-a Removal of Tree : Girth 300mm - 600mm including removal of stump & backfilling with sand No 0 1,154.28 0
03-64-b Removal of Tree : Girth over 600mm including removal of stump & backfilling with sand No 0 2,804.79 0
Sub-Total D 0
Sub-Total Bill 1 (A+B+C+D) 0
Bill 2 Estimation
particular quantity units




input




section length meter




lane width meter




no. Of lanes numbers




width of carriageway meter




pgl meter




slope (camber) percent




thickness of awc meter




thickness of base meter




thickness of subbase meter




outputs







top width of awc 7.4 meter







bottom width of awc 7.4 meter







top width of base 7.4 meter







bottom width of base 7.6 meter







top width of subbase 7.6 meter







bottom width of subbase 8 meter







x-sectional area of awc 0.37 meter^2







x-sectional area of base 0.75 meter^2







x-sectional area of subbase 1.56 meter^2







Bill 2 Estimation
Estimation
MRS Code Item Description Item Selection Unit Number Length Width Height Quantity Unit Rate (pkr) Amount (pkr)
16-01 Providing and laying sub-base course of brick on edge 4.5" thick no m3 1000 7.8 0.2 0 6,660.25 0
16-02 providing and laying sub-base course of brick aggregate, including compaction to required camber, grade & density no m3 1000 7.8 0.2 0 1,261.13 0
16-04-a granular sub base course using pit run gravel no m3 1000 7.8 0.2 0 1,431.99 0
16-04-b granular sub base using crushed stone aggregate no m3 1000 7.8 0.2 0 2,134.62 0
16-05-a aggregate base course no m3 1000 7.5 0.1 0 2,741.94 0
16-05-b water bound macadam base course no m3 1000 7.5 0.1 0 2,505.20 0
16-06 providing and laying road edging of 3" wide & 9" deep brick on end, complete no m 1000 - - 0 206.18 0
16-03 graded crushed aggregate crack-relief layer no m3 0 1,900.80 0
sub-total bill 2 0
Bill of Quantities
Bill 2: Subbase & Base






MRS code Item description Unit Quantity Unit Rate (PKR) Amount (PKR)
16-01 Providing and Laying sub-base course of brick on edge 4.5" thick m3 0 6,660.25 0
16-02 Providing and Laying sub-base course of brick aggregate, including compaction to required camber, grade & density m3 0 1,261.13 0
16-04-a Granular Sub Base Course using Pit Run Gravel m3 0 1,431.99 0
16-04-b Granular Sub Base Using Crushed Stone Aggregate m3 0 2,134.62 0
16-05-a Aggregate Base Course m3 0 2,741.94 0
16-05-b Water Bound Macadam Base Course m3 0 2,505.20 0
16-06 Providing and Laying road edging of 3" wide & 9" deep brick on end, complete m 0 206.18 0
16-03 Graded Crushed Aggregate Crack-Relief Layer m3 0 1,900.80 0
Sub-Total Bill 2 0
Bill 3 Estimation
Particular Quantity Units






INPUT





Section length Meter






Lane width Meter






No. of lanes Numbers






Width of carriageway Meter






PGL Meter






Slope (Camber) Percent






Thickness of AWC Meter






Height of scarification surface Meter






Width of scarification surface Meter






OUTPUTS






Top width of AWC 7.4 Meter






Bottom width of AWC 7.4 sq.m






X-sectional area of AWC 0.37 sq.m






ESTIMATION
MRS code Item description Item selection Unit Number Length Width Height Quantity Unit Rate (PKR) Amount (PKR)
16-09-a Bitumenous Prime Coat No m2 1000 7.4 - 0 189.12 0
16-09-b Bitumenous Tack Coat No m2 1000 7.4 - 0 53.96 0
16-10-a Single bitumenous Surface Treatment No m2 1000 7.4 - 0 269.41 0
16-10-b Double bitumenous Surface Treatment No m2 1000 7.4 - 0 384.7 0
16-10-c Triple bitumenous Surface Treatment No m2 1000 7.4 - 0 504.02 0
16-13-b Dense Graded Hot Bitmac (Mobile Asphalt Mixer) 1.5" Thick No m2 1000 7.4 - 0 612.31 0
16-13-c Dense Graded Hot Bitmac (Mobile Asphalt Mixer) 2" Thick No m2 1000 7.4 - 0 810 0
16-14-a Asphaltic Base Course (Asphalt Batch Plant Hot Mixed) i/c Transportation and Finishing complete No m3 1000 7.4 0.05 0 16,484.86 0
16-14-b Asphaltic Wearing Course (Asphalt Batch Plant Hot Mixed) i/c Transportation and Finishing complete No m3 1000 7.4 0.05 0 18,691.45 0
Sub-Total A 0
MRS code Item description Item selection Unit Number Length Width Height Quantity Unit Rate (PKR) Amount (PKR)
16-11-a Resurfacing of road complete with per 100sft : 22 Ibs. bitumen, 2.5"cft bajri/crush aggregate No m2 1000 7.4 - 0 140.51 0
16-11-b Resurfacing of road complete with per 100sft : 20 Ibs. bitumen, 2 cft bajri/crush aggregate No m2 1000 7.4 - 0 132.97 0
16-12 Scarification Of Existing Road Pavement Structure No m3 1000 0 0 0 207.78 0
16-13-a Dense Graded Hot Bitmac (Mobile Asphalt Mixer) 1" Thick No m2 1000 7.4 - 0 421.68 0
Sub-Total B 0
Sub-Total Bill 3 (A+B) 0
Boq Bill 3
MRS code Item Description Unit Quantity Unit Rate (pkr) Amount (pkr)
16-09-a bitumenous prime coat m2 0 189.12 0
16-09-b bitumenous tack coat m2 0 53.96 0
16-10-a single bitumenous surface treatment m2 0 269.41 0
16-10-b double bitumenous surface treatment m2 0 384.7 0
16-10-c triple bitumenous surface treatment m2 0 504.02 0
16-13-b dense graded hot bitmac (mobile asphalt mixer) 1.5" thick m2 0 612.31 0
16-13-c dense graded hot bitmac (mobile asphalt mixer) 2" thick m2 0 810 0
16-14-a asphaltic base course (asphalt batch plant hot mixed) i/c transportation and finishing complete m3 0 16,484.86 0
16-14-b asphaltic wearing course (asphalt batch plant hot mixed) i/c transportation and finishing complete m3 0 18,691.45 0
sub-total a 0
mrs code item description unit quantity unit rate (pkr) amount (pkr)
16-11-a resurfacing of road complete with per 100sft : 22 ibs. Bitumen, 2.5"cft bajri/crush aggregate m2 0 140.51 0
16-11-b resurfacing of road complete with per 100sft : 20 ibs. Bitumen, 2 cft bajri/crush aggregate m2 0 132.97 0
16-12 scarification of existing road pavement structure m3 0 207.78 0
16-13-a dense graded hot bitmac (mobile asphalt mixer) 1" thick m2 0 421.68 0
sub-total b 0
sub-total bill 3 (a+b) 0
Drain Design & Quantities
(Assuming Trapezoidal Section)
Parameter Symbol Value Formula Unit
intensity of rain i - mm/hr
catchment area ac - sq.m
area coefficient c - -
discharge (demand) q 0.117 =C.i.A m^3/sec
depth of water y - m
bottom width b 0.352 =(2*SQRT(3)/3)*y m
top width t 0.704 =(4*SQRT(3)/3)*y m
area a 0.161 =SQRT(3)*y^2 sq.m
wetted perimeter p 1.057 =2*SQRT(3)*y m
hydraulic radius rh 0.153 =y/2 m
freeboard f 0.031 - m
velocity v 0.753
m/sec
discharge (capacity) q 0.121 =A*v m^3/sec





freeboard base - 0.018 - m





hypotenuse 2h 0.072 - m





coefficient of manning n - -





slope of channel s 0.002 Range: 2-4% -





k factor k 1 - -





velocity v 0.753 =k/n*Rh^(2/3)*s^0.5 m/sec





discharge capacity shall be greater or equal to discharge demand





ok









input for concrete volume slope calculation

internal y 0.336 m
level of starting point 100

external y 0.436 m
level of ending point 99

perimeter internal 1.164 m
distance in between 500

perimeter external 1.51 m
slope 0.002

average perimeter 1.337 m







x-sec area of concrete 0.134 sq.m
y+thickness of concrete 0.405

volume of concrete 134 m^3


















input for structural excavation









depth of excavation 0.436 m







top width 1.007 m







bottom width 0.503 m







average width 0.755 m







average area 0.329 sq.m





























Estimation of Drainage Works for Bill 5
mrs code item description item selection unit number length width height quantity unit rate (pkr) amount (pkr)
03-67-a structural excavation in common material by mechanical means No m3
1000 0.76 0.436 0 353.39 0
03-67-a-i structural excavation in common material No m3
1000 0.76 0.436 0 259.41 0
03-67-a-ii structural excavation in common material below water level No m3
1000 0.76 0.436 0 972.35 0
03-67-b-i structural excavation in hard rock material by mechanical means requiring blasting No m3
1000 0.76 0.436 0 1,851.67 0
03-67-b-ii structural excavation in medium rock material No m3
1000 0.76 0.436 0 623.2 0
03-67-b-iii structural excavation in soft rock material No m3
1000 0.76 0.436 0 407.3 0
03-09-a earth excavation in open cut upto 1.5m depth for drains, pipes etc & disposal : in ordinary soil No m3
1000 0.76 0.436 0 232.52 0
03-09-b earth excavation in open cut upto 1.5m depth for drains, pipes etc & disposal : in hard soil No m3
1000 0.76 0.436 0 285.92 0
03-09-c earth excavation in open cut upto 1.5m depth for drains, pipes etc & disposal : in very hard soil No m3
1000 0.76 0.436 0 321.01 0
03-09-d earth excavation in open cut upto 1.5m depth for drains, pipes etc & disposal : in gravel & shingle No m3
1000 0.76 0.436 0 368.92 0
03-10-a earth excavation in open cut 1.5m - 3m depth for surface water drains, pipes etc & disposal : in ordinary soil No m3
1000 0.76 0.436 0 232.53 0
03-10-b earth excavation in open cut 1.5m - 3m depth for surface water drains, pipes etc & disposal : in hard soil No m3
1000 0.76 0.436 0 285.92 0
03-10-c earth excavation in open cut 1.5m - 3m depth for surface water drains, pipes etc & disposal : in very hard soil No m3
1000 0.76 0.436 0 318.27 0
03-10-d earth excavation in open cut 1.5m - 3m depth for drains, pipes etc & disposal : in gravel & shingle No m3
1000 0.76 0.436 0 350.63 0
06-49-a concrete class a1 No m3
1000 1.34 0.1 0 10,834.92 0
06-49-b concrete class b No m3
1000 1.34 0.1 0 7,866.63 0
06-49-c concrete class c No m3
1000 1.34 0.1 0 10,398.07 0
06-49-d concrete class d1 No m3
1000 1.34 0.1 0 15,637.38 0
06-49-e concrete class y No m3
1000 1.34 0.1 0 10,649.43 0
06-49-f lean concrete No m3
0 7,541.28 0
Sub-total bill 5 0
Cost Estimate: Bill 6
MRS Code Item Description Item Selection Unit Number Length Width Height Quantity Unit Rate (pkr) Amount (pkr)
16-07 reflective mirrors at sharp curves (900 mm dia) with post complete in all respects No each
- - - 0 6,104.47 0
16-08 providing and fixing reflective sheet hi-intensity grade including foundation and steel post complete in all respect No m2
- 0 4,456.63 0
16-15 providing 3 feet high rcc railing (as per the drawing in specifications) on bridges No m
- - 0 2,823.81 0
16-16 providing and fixing gi pipe railing (3 feet high) No m/3row
- - 0 3,292.81 0
16-17-a p&e at site : rcc km stone No each
- - - 0 4,049.57 0
16-17-b p&e at site : rcc 1/10th km stone. No each
- - - 0 1,010.60 0
16-17-c p&e at site : rcc boundry pillar. No each
- - - 0 1,562.38 0
16-18-a road signs (not exceeding 1 m2) without reflection sheet & lettering : supply and fixing at site with pcc 1:3:6 upto max 3' depth No m2
- 0 10,379.98 0
16-18-b road signs (not exceeding 1 m2) without reflection sheet & lettering : supply to the c&w store/site of work No m2
- 0 8,638.36 0
16-19-a road sign (any size) double pedestal 4"x2"x0.25" 11' long without reflection sheet & lettering: supply and fixing at site with pcc 1:3:6 max 3' depth No m2
- 0 15,593.42 0
16-19-b road sign (any size) double pedestal 4"x2"x0.25" 11' long without reflection sheet & lettering: supply to the c&w store/site of work No m2
- 0 13,290.79 0
16-20-a traffic road sign cat 1 No each
- - - 0 11,770.41 0
16-20-b traffic road signs category 2, size 900 mm No each
- - - 0 11,809.11 0
16-20-c traffic road signs category 3a No each
- - - 0 27,311.21 0
16-20-d traffic road signs category 3b No each
- - - 0 47,522.10 0
16-21-a overhead gantry beam/ information sign for single carriageway No each
- - - 0 168,316.20 0
16-21-b overhead gantry beam/ information sign for dual carriageway No each
- - - 0 367,317.00 0
16-21-c overhead gantry beam/ information sign for six lane carriageway No each
- - - 0 528,948.50 0
16-21-d providing and fixing gantry of structural steel sections as per design / drawings including foundation complete No each
- - - 0 112,466.80 0
16-22-a supply and fixing reflective sheet on ms/aluminium road signs etc including lettering : diamond grade No m2
- 0 6,920.16 0
16-22-b supply and fixing reflective sheet on ms/aluminium road signs etc including lettering : high intensity grade No m2
- 0 4,399.95 0
16-22-c supply and fixing reflective sheet on ms/aluminium road signs etc including lettering : engineering grade No m2
- 0 2,754.10 0
16-23 delineator bi-directional (diamond sheet) No each
- - - 0 556 0
16-24 plastic 3m bi direction No each
- - - 0 658.77 0
16-25-a-01 supply and fixing aluminium alloy road studs as per specs large, strip 146x30mm, 171 beads: uni-direction No each
- - - 0 596.73 0
16-25-a-02 supply and fixing aluminium alloy road studs as per specs large, strip 146x30mm, 171 beads: bi-direction No each
- - - 0 613.46 0
16-25-b-01 supply and fixing aluminium alloy road studs as per specs medium, strip 114x18mm, 74 beads: uni-direction No each
- - - 0 497.55 0
16-25-b-02 supply and fixing aluminium alloy road studs as per specs medium, strip 114x18mm, 74 beads: bi-direction No each
- - - 0 508.3 0
16-25-c-01 supply and fixing aluminium alloy road studs as per specs small, strip 75x14mm, 43 beads: uni-directional No each
- - - 0 345.78 0
16-25-c-02 supply and fixing aluminium alloy road studs as per specs small, strip 75x14mm, 43 beads: bi-directional No each
- - - 0 352.95 0
16-25-c-03 supply & fixing of high quality) 360 d glass road studs ( 4" dia ) including fixing at site in all respect No each
- - - 0 613.46 0
16-25-c-04 reflectorized aluminium pavement stud (raised profile type - single) No each
- - - 0 510.59 0
16-25-c-05 reflectorized aluminium pavement stud (raised profile type - double) No each
- - - 0 540.47 0
16-25-c-06 reflectorized aluminium pavement stud (flushed profile type - single) No each
- - - 0 480.72 0
16-25-c-07 reflectorized aluminium pavement stud (flushed profile type - double) No each
- - - 0 510.59 0
16-25-c-08 reflectorized plastic pavement stud (raised profile type - single) No each
- - - 0 391.09 0
16-25-c-09 reflectorized plastic pavement stud (raised profile type - double) No each
- - - 0 420.97 0
16-25-c-10 reflectorized plastic pavement stud (flushed profile type - single) No each
- - - 0 361.22 0
16-25-c-11 reflectorized plastic pavement stud (flushed profile type - double) No each
- - - 0 420.97 0
16-73-a providing and fixing kerb stone (12"x18"x6") in cement sand mortar 1:3 in center media or round about as specified. No m
- - 0 687.6 0
16-73-b providing and fixing kerb stone (12"x14"x6") in cement sand mortar 1:3 in center media or round about as specified. No m
- - 0 566.06 0
16-73-c providing and fixing kerb stone (12"x12"x6") in cement sand mortar 1:3 in center media or round about as specified. No m
- - 0 542.54 0
16-74-a bailing out standing water by mechanical mean. No m3
0 37.38 0
16-74-b bailing out running water by mechanical mean. No cumec
0 6,903.36 0
16-75-a pavement marking in reflective thermoplast paint with glass beads for line 15 cm width. No m
- - 0 102.46 0
16-75-b pavement marking in reflective thermoplast paint with glass beads for line 20 cm width. No m
- - 0 137.2 0
16-75-c No m
- - 0 97.56 0
16-75-d No m
- - 0 130.64 0
16-76-a pavement marking in reflective chlorinated rubber paint with glass beads for line 15 cm width. No m
- - 0 43.65 0
16-76-b pavement marking in reflective chlorinated rubber paint with glass beads for line 20 cm width. No m
- - 0 58.39 0
16-77-a pavement marking in reflective chlorinated rubber paint for line 15 cm width. No m
- - 0 39.73 0
16-77-b pavement marking in reflective chlorinated rubber paint for line 20 cm width. No m
- - 0 53.14 0
16-78 right of way marker No each
- - - 0 417.62 0
16-88-a metal guard rail No m
- - 0 3,067.40 0
16-88-b metal guard rail end pieces No each
- - - 0 3,275.19 0
16-88-c steel post of metal guard rail No each
- - - 0 4,975.16 0
16-89-a concrete beam guardrail (including reinforcement) No m3
0 31,265.45 0
16-89-b concrete post for guardrail (incl. Reinforcement) No m3
0 30,977.21 0
sub-total bill 6 0
BoQ Bill 6
MRS code Item description Unit Quantity Unit Rate (PKR) Amount (PKR)
16-07 Reflective Mirrors at Sharp Curves (900 mm dia) with post Complete in all respects Each 0 0 0
16-08 Providing and Fixing Reflective Sheet Hi-intensity Grade Including Foundation and steel Post complete in all respect m2 0 0 0
16-15 Providing 3 feet high RCC railing (as per the drawing in specifications) on bridges m 0 0 0
16-16 Providing and fixing GI pipe railing (3 feet high) m/3row 0 0 0
16-17-a P&E at site : RCC km stone Each 0 0 0
16-17-b P&E at site : RCC 1/10th km stone. Each 0 0 0
16-17-c P&E at site : RCC boundry pillar. Each 0 0 0
16-18-a Road signs (not exceeding 1 m2) without reflection sheet & lettering : Supply and Fixing at site with PCC 1:3:6 upto max 3' depth m2 0 0 0
16-18-b Road signs (not exceeding 1 m2) without reflection sheet & lettering : Supply to the C&W store/site of work m2 0 0 0
16-19-a Road sign (any size) double pedestal 4"x2"x0.25" 11' long without reflection sheet & lettering: Supply and Fixing at site with PCC 1:3:6 max 3' depth m2 0 0 0
16-19-b Road sign (any size) double pedestal 4"x2"x0.25" 11' long without reflection sheet & lettering: Supply to the C&W store/site of work m2 0 0 0
16-20-a Traffic Road Sign Cat 1 Each 0 0 0
16-20-b Traffic Road Signs Category 2, Size 900 mm Each 0 0 0
16-20-c Traffic Road Signs Category 3a Each 0 0 0
16-20-d Traffic Road Signs Category 3b Each 0 0 0
16-21-a Overhead Gantry Beam/ Information Sign for Single Carriageway Each 0 0 0
16-21-b Overhead Gantry Beam/ Information Sign for Dual Carriageway Each 0 0 0
16-21-c Overhead Gantry Beam/ Information Sign for Six Lane Carriageway Each 0 0 0
16-21-d Providing and Fixing gantry of structural steel sections as per design / drawings including foundation complete Each 0 0 0
16-22-a Supply and Fixing reflective sheet on MS/aluminium road signs etc including lettering : Diamond grade m2 0 0 0
16-22-b Supply and Fixing reflective sheet on MS/aluminium road signs etc including lettering : High intensity grade m2 0 0 0
16-22-c Supply and Fixing reflective sheet on MS/aluminium road signs etc including lettering : Engineering grade m2 0 0 0
16-23 Delineator Bi-directional (Diamond sheet) Each 0 0 0
16-24 Plastic 3M Bi Direction Each 0 0 0
16-25-a-01 Supply and Fixing aluminium alloy road studs as per specs Large, strip 146x30mm, 171 beads: Uni-direction Each 0 0 0
16-25-a-02 Supply and Fixing aluminium alloy road studs as per specs Large, strip 146x30mm, 171 beads: Bi-direction Each 0 0 0
16-25-b-01 Supply and Fixing aluminium alloy road studs as per specs Medium, strip 114x18mm, 74 beads: Uni-direction Each 0 0 0
16-25-b-02 Supply and Fixing aluminium alloy road studs as per specs Medium, strip 114x18mm, 74 beads: Bi-direction Each 0 0 0
16-25-c-01 Supply and Fixing aluminium alloy road studs as per specs Small, strip 75x14mm, 43 beads: Uni-directional Each 0 0 0
16-25-c-02 Supply and Fixing aluminium alloy road studs as per specs Small, strip 75x14mm, 43 beads: Bi-directional Each 0 0 0
16-25-c-03 Supply & Fixing of high Quality) 360 d Glass Road studs ( 4" Dia ) Including fixing at site in all respect Each 0 0 0
16-25-c-04 Reflectorized Aluminium Pavement Stud (Raised Profile Type - Single) Each 0 0 0
16-25-c-05 Reflectorized Aluminium Pavement Stud (Raised Profile Type - Double) Each 0 0 0
16-25-c-06 Reflectorized Aluminium Pavement Stud (Flushed Profile Type - Single) Each 0 0 0
16-25-c-07 Reflectorized Aluminium Pavement Stud (Flushed Profile Type - Double) Each 0 0 0
16-25-c-08 Reflectorized Plastic Pavement Stud (Raised Profile Type - Single) Each 0 0 0
16-25-c-09 Reflectorized Plastic Pavement Stud (Raised Profile Type - Double) Each 0 0 0
16-25-c-10 Reflectorized Plastic Pavement Stud (Flushed Profile Type - Single) Each 0 0 0
16-25-c-11 Reflectorized Plastic Pavement Stud (Flushed Profile Type - Double) Each 0 0 0
16-73-a Providing and fixing kerb stone (12"x18"x6") in cement sand mortar 1:3 in center media or round about as specified. m 0 0 0
16-73-b Providing and fixing kerb stone (12"x14"x6") in cement sand mortar 1:3 in center media or round about as specified. m 0 0 0
16-73-c Providing and fixing kerb stone (12"x12"x6") in cement sand mortar 1:3 in center media or round about as specified. m 0 0 0
16-74-a Bailing out standing water by Mechanical mean. m3 0 0 0
16-74-b Bailing out running water by Mechanical mean. Cumec 0 0 0
16-75-a Pavement marking in reflective thermoplast paint with glass beads for line 15 cm width. m 0 0 0
16-75-b Pavement marking in reflective thermoplast paint with glass beads for line 20 cm width. m 0 0 0
16-75-c Pavement marking in non-reflective thermoplast paint for line 15 cm width. m 0 0 0
16-75-d Pavement marking in non-reflective thermoplast paint for line 20 cm width. m 0 0 0
16-76-a Pavement marking in reflective chlorinated rubber paint with glass beads for line 15 cm width. m 0 0 0
16-76-b Pavement marking in reflective chlorinated rubber paint with glass beads for line 20 cm width. m 0 0 0
16-77-a Pavement marking in reflective chlorinated rubber paint for line 15 cm width. m 0 0 0
16-77-b Pavement marking in reflective chlorinated rubber paint for line 20 cm width. m 0 0 0
16-78 Right of Way Marker Each 0 0 0
16-88-a Metal Guard Rail m 0 0 0
16-88-b Metal Guard Rail End Pieces Each 0 0 0
16-88-c Steel Post of Metal Guard Rail Each 0 0 0
16-89-a Concrete Beam Guardrail (including reinforcement) m3 0 0 0
16-89-b Concrete Post For Guardrail (Incl. Reinforcement) m3 0 0 0
Sub-Total Bill 6
Bill of Quantities
Abstract of Costs




Bill # Description BoQ Cost (PKR) Remarks
1 Earthwork 0
2 Subbase & Base 0
3 Surface course 0
4a Box & pipe culverts

4b Retaining walls & toe walls

4c RCC bridges

5 Drainage works 0
6 Ancillary works 0
7 Miscellaneous 0
Subtotal amount of Civil Works (A):
0
8 Land & building compensation

9 Relocation of utilities

10 Relocation of other items (if any)

11 Escalation

12 Advertisement charges

13 Departmental charges

14 Miscellaneous non-developmental

Subtotal of non-developmental works (B):
0
Grand total (A) + (B)
0
Grand total (in Millions)
0 Million

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