CSR KPK 2021

NATIONAL HIGHWAY AUTHORITY
MINISTRY OF COMMUNICATIONS
GOVERNMENT OF PAKISTAN
ISLAMABAD
COMPOSITE SCHEDULE
OF RATES-2021
KHYBER PAKHTUNKHWA
SEPTEMBER 2021
A JOINT VENTURE OF
PRIME ENGINEERING &
TESTING CONSULTANTS (PVT.)
LTD. AND
REPUBLIC ENGINEERING
CORPORATION
CONTENTS
1. Foreword
2. General
3. List of Manpower
4. List of Material
5. List of Plant and Equipment
6. List of Quarries in Khyber Pakhtunkhwa
7. District wise Composite Schedule of Rates for Khyber Pakhtunkhwa
(i)
FOREWORD
The main objective of CSR (Composite Schedule of Rates) is to provide a realistic
reference base for preparing Cost Estimate/PC-1 and evaluation of Bids for National
Highway Authority Projects in particular and in general for various Government
Departments and Construction Industry.
Subsequent to the difference in prices of Materials, Manpower, and Plant &

Equipment in the year 2014-15 and after, revision/updation of CSR 2014 has
become imperative. So the past year the unit rates of basic materials like Cement,
Steel, Bitumen, POL, and hence transport have gone up considerably. Worked-out
rates are still uncertain as the unit rates of components are not stable. We have
carried out a general revision of all prices up to 2021 in consultation with leading
manufacturers suppliers and specialist contractors.
In preparing CSR 2021, realistic and in-depth efforts have been made to enquire
rates of Materials, Plant & Equipment rentals, Manpower, and transport from each of
the 156 districts of the country which hitherto in CSR 2014 covered only 109 districts.
The prices, rates, and outputs included in the resources and unit cost calculations,
including allowances for wastage, normal productivity, and efficiency are not only
based on international reference books of estimation but has been compared on with
network of roads and bridges under execution all over the country as NHA Projects.
However, unit rates are average for a particular district and not project-specific.
The unit rates have been developed using NHA Rate-analysis, formulae revised for
prevision CSRs with substantial improvement wherever necessary. Variation in
proposed rates is anticipated in certain cases which may be due to varying
degrees/levels of price differences and particularly at the regional level and also from
day-to-day changes in particular to the rates of POL in the country.
While all efforts have been made to ensure the accuracy of the data and information
used in updating the CSR 2014, neither NHA or authors of the CSR-2021 can in any
way accept the liability for loss of any kind resulting from the use of CSR 2021,
suffered by any person, institution, company, department, etc.
Our gratitude to the Chairman, Member (Planning), G.M (Design), and Director
(Design) of NHA without whose support it would not have been possible to finalize
this uphill task.
National Highway Authority:
1. M. Khurram Agha (Chairman),

2. Asim Amin (Member-Planning),
3. Sami-ur-Rehman (GM-Design)
(ii)
4. Nand Kumar Soofi (Ex-Director-Design QS)
5. Atta-ul-Mohsin (Director-Design QS)
6. Ayesha Mahmood (Dy. Director-Design QS)
7. Farah Tahir (Asst. Director-Design QS)
Consultant:
1. Lt. Col. (R) Naseer Ahmed (Project Manager)

2. Yasir Fahad (Senior QS)
3. Ahmer Hasan (Market Data Collector)
4. Sajjad Hussain Sheikh (AQS)
Amir A. Ghori
CEO & Director
Prime Engineering & Testing Consultants (Pvt.) Ltd.
in J.V. with
Republic Engineering Corporation (Pvt.) Ltd.
(iii)
1. GENERAL
For many years National Highway Authority has been compiling/updating the
Composite Schedule of Rates for use in the Civil Engineering Industry. The
Civil Engineering Industry uses this Schedule of Rates for pricing work by the
application of unit rates to the quantities measured from the designer‟s
drawings. The main objective of CSR is to provide a realistic reference base
for cost estimates. One has to understand no two projects are the same,
some variables affect the price of the project i.e., the volume of work below
ground, embankment height, cut & fill, increased exposure to weather, and
the tremendous variety of the projects, in terms of type, complexity, and scale
makes the straight forward use of unit rates less reliable. This uncertainty is
compounded by the lower number of bill of items generated in Civil
Engineering Projects as compared to Building Works so that the precise
nature of work is less apparent from bill descriptions and the statistical effect
of „swings and roundabout‟ has less scope to average out extremes of pricing.
To prepare a price for a Civil Engineering project, then, it is necessary to have

regard to the method to be adopted in executing the work, draw up a detailed
program and then cost out the resources necessary to execute the chosen
method. In the first part of this process in the field of construction planner,
there has been a tendency to postpone detailed estimating until the tendering
stage itself, with the employer relying, up to that point, upon an estimate
prepared on a „Thumb Rule‟ basis.
There is increasing growing pressure on the part of project sponsors for an

improvement to budgetary advice so that a decision to commit expenditure to
a particular project is taken on firmer grounds. The absence of a detailed price
method during the pre-contract phase also inhibits the accurate costing of
alternative designs and regular cost checking to ensure that the design is
being developed within the employer‟s budget. The CSR gives unit rates for
use when quantities can be taken from available drawings. To take some note
of the range of unit rates that might apply to an item, the rates themselves are
in some cases related to the working method – for example by identifying the
different types of equipment that would suit varying circumstances.
Nonetheless, it would be a folly to propose that all types of Civil Engineering
work could be covered by the use of CSR. While developing these unit rates,
we had in mind the type and scale of work to be commissioned by NHA.
The CSR does embrace the great majority of work undertaken by NHA.
Although almost all projects will have individual features that require careful
attention in pricing, there will be some projects that are so specialist that they
will not conform to standard pricing information at all. But for most projects,
within the range of work covered, this CSR should provide a firm foundation
for:
(iv)
 Preparing Project Cost Estimate and PC-1
 Evaluating Tender / Bids
 Evaluating Claims and Variation Order
 Arbitration Matters
To prepare an authentic Composite Schedule of Rates and to keep it

effective, the basic requirements are as under:
 Collection of first-hand, prudent, and legitimate information for inputs

(Manpower, Material & Equipment) in the rate analysis.
 Merging the above information in proper proportion according to Design

Specifications and Constructional requirements to create the rate of a work
item.
 Updating the data inputs every year or from time to time, to revalidate the
item rates.
2. GENERAL METHODOLOGY
a) Composite Schedule of Rates was originally published in the year 1991

and subsequent revisions were carried out in 1995, 2000, 2005, 2006,
2008, 2009, 2011, and 2014. There are total of 156 Districts considered
and their Province wise breakdown is as under:
No. of Districts
PROVINCE
CSR 2014 CSR 2021
Punjab 36 36
Sindh 20 29
Khyber Pakhtunkhwa (inl. 10 Districts of FATA) 24 39
Baluchistan 29 32
AJK - 10
Gilgit Baltistan - 10
All Disctricts 109 156
Specifications and Methodology for Construction items have been adopted

as given in General Specification of National Highway Authority (1998) and
its addenda. Items of work for construction have been given the same
numbers as appearing in the General Specifications of the National
Highway Authority. Some items have been added in CSR-2021, which
were necessary but are not covered under General Specifications 1998.
Hence, it has become imperative to revise and update the Specifications.
b) These rates are based on the revised formulae and equipment efficiency
(v)
levels used in the preparation of the previous CSR 2014.
c) The rates analysis of individual items of CSR 2021 consists of four basic
inputs, which have been assigned the new codes numbers.
i) Manpower code starting from LS, LT and LX

ii) Material code starting from MS, MR, ME and MX
iii) Equipment code starting from PS, PR, PE and PX
iv) Overheads, Profits, Preliminaries & Taxes
d) For the preparation of rates following documents have been referred:
i) General Specifications 1998

ii) NHA Composite Schedule of Rates 2014
iii) Statistical Bulletins by Federal Bureau of Statistics
iv) Current Market rates study
Code list of Manpower, Material and Equipment appear at the end of the
chapter for the convenience of the users.
2.1 MANPOWER
a) Allocation of Code Numbers:
Costs of manpower engaged on Plant & Equipment have been included in

owning and operating cost of Plant & Equipment and only site supervisory
staff has been considered under the heading of Manpower.
Code numbers are allocated accordingly to such manpower that is directly

charged to the items of work. Manpower cost for top supervision,
administration, and other non-productive works of support services have
been considered under overhead charges.
b) Formulation of Rates:
Manpower basic rates collected from districts have been first scrutinized,
to eliminate irrational information and the following overheads are applied
to include fringe benefits and other charges:
i) Social Security Payment

ii) E.O.B.I. Payment
iii) Education Cess Payment
iv) Yearly Leave Salary (Earned, casual and sick)
v) Bonus (Compulsory)
vi) Provident Fund (Contribution of Employer) or Gratuity
vii) Mess Expenses (Site Staff)
(vi)
viii)Entertainment Allowance (Provisional)
ix) Group Life Insurance
x) Site Staff Accommodation
After including the above overheads, manpower rates for each of the 156
districts have been calculated and separate records developed for use by
the Computer Program.
2.2 CONSTRUCTION MATERIAL:
a) Allocation of Code Numbers to Materials:
The list of materials required for road construction has been first prepared
from the construction items appearing in the General Specifications of the
National Highway Authority. After arranging the construction material list in
order, code numbers have been allocated.
b) Formulation of Rates:
Considering the location of each district, Engineers decided the most

appropriate source of construction materials for all the code numbers. The
cost of material at source has been established from field data and
transportation rates calculated, to arrive at the landed cost of material at
the district headquarters.
c) Cost of Material
To arrive at a “Material at sources” rate, the following considerations have

been made.
i) Material royalty at the quarry (actual or estimated)

ii) Cost of Preparation of material
iii) Loading of material in truck/trailer etc.
In the case of quarry materials, the source of materials for embankment,

Sub- Base or Base Course can be more than one; however, the most
appropriate source from the point of view of quality and economy has been
used for preparing the Composite Schedule of Rates – 2021.
d) Cost of Transportation
 Rates at the district are derived by adding the ex-factory rates and
transportation costs from the factory to the district.
 Haulage rate data has been collected from the supplier and
transporters to calculate the transportation cost. Transportation cost
data has been analyzed for transporting material to different districts
(vii)
 Transportation cost at the district is calculated by multiplying the travel
distance from the factory to the considered district by the haulage rate
to the corresponding district.
 Material rates at the district are selected from the minimum of the
derived rates for the respective factory as follows:-
 MATERIAL RATE AT DISTRICT = MINIMUM (EX-FACTORY RATE1 +
HAULAGE RATE*DISTANCE1, EX-FACTORY RATE2 + HAULAGE
RATE*DISTANCE2, ……… , EX-FACTORY RATEn + HAULAGE
RATE*DISTANCEn)
2.3 PLANT AND EQUIPMENT
a) Allocation of Code Numbers
The list of plant and equipment includes major equipment whereas small
equipment, tools and attachments are ignored, as these have been
charged under the item of overhead. After arranging the list in order, code
numbers have been allocated.
b) Power, Performance, and Maintenance of Plant & Equipment
To decide for choosing the right horsepower, appropriate performance

level, and reasonable maintenance charges, the recommendation of well-
known suppliers has been considered. In order to decide the price level of
any equipment, the average cost has been used, which includes C&F
price, plus duties and taxes, etc.
c) Formulation of Rates of Plant and Equipment
 Equipment rates are computed by calculating the owning cost (i-e fixed
cost) and operating & maintenance cost (variable cost) for the
respective Equipment.
 Owning costs or fixed costs are those which can be predetermined as
accumulating with the passage of time, rather than with the rate of
work. They do not stop when the work stops and spread over the hours
of work during the year. Commonly included in fixed costs are capital
costs after deducting salvage value spread over the economic life of
the equipment, equipment depreciation, interest on investment, taxes,
storage, transportation, and insurance cost. Salvage value is calculated
at the end of the economic life of the Equipment using a discount rate.
 The purchase price is the CIF price for imported Equipment and the ex-
factory price for the locally manufactured Equipment including all
applicable taxes.
 Operating costs vary directly with the rate of work. These costs include
(viii)
the labor costs (operator and mechanic), costs of fuel, lubricants (Oils
and lube), tires (tracks), equipment maintenance, and repairs.
 Rates at the district are derived by dividing the owning and operating
costs by the roughness factor assigned to each district. The roughness
factor is based on the Terrain/Soil type present, weather/climate &
temperature prevailing, and accessibility to that district.
Fuel consumption, working efficiency, and maintenance costs have

been fixed after consulting the recommendation of the manufacturers.
Equipment economical life and tire life have been fixed after consulting
several organizations using heavy and light equipment in the present
indigenous conditions.
2.4 FORMULAE FOR CONSTRUCTION ITEMS
All the basic inputs have been updated in the individual rate analysis. These
formulae have been created by appropriate quantitative inputs of the following
items:
Manpower Hour and Number

Material Weight, Volume, Length, and Unit
Plant & Equipment Hour and Number
Overheads, profit, preliminaries, and 25 percent
taxes
2.5 OVERHEADS, PROFIT & PRELIMINARIES
a) Profit
The level of profit is governed by the degree of competition applicable to

the job which is, in turn, a function of the industry‟s current workload. The
appropriate addition is highly discretionary and thus variable.
b) Head Office Overheads
An addition to the estimate needs to be made to the net estimate to cover

all costs incurred in operating the central services provided by head office.
Apart from general management and accountancy, this will normally
include the departments dealing with:
 Tendering / Estimating
 Planning & Design
 Wages and Bonus
Finance Cost: Some companies would include finance costs with head
office overheads, but this will vary from contractor to contractor.
(ix)
The appropriate addition varies with the extent of services provided
centrally and company to company, rather than on-site, and with the size
of the organization.
c) Preliminaries
Preliminaries cost in Civil Engineering works are indirectly related to the

actual quantity of work being carried out. It comprises a definition of
method-related charges, a checklist of items to be accounted for on a
typical Civil Engineering Contract.
Generally, the contract document gives detailed requirements for the

facilities and equipment to be provided for the employer and the
Engineer‟s Representative given in the Bill of Quantities. Thus General
Items given in the BOQ are excluded from the checklist of preliminaries.
The following checklist is representative but not exhaustive which is not

covered in the BOQ or General items section. The list describes the major
preliminaries which are included, implicitly or explicitly, in a typically Civil
Engineering Contract.
 Contractor’s site on costs

 Temporary works (other than those included in unit cost)
 General-purpose plant (other than those included in unit cost)
 Other services, charges and fees
 Site Staff Salaries
All non-productive supervisory staff on site i.e., agents, clerks,

computer operators, security guards, storemen, drivers for staff
vehicles, cleaners, general labour for general clearance, etc.
 Plant Maintenance
Fitters, electricians, and assistants engaged in general plant

maintenance on site (excludes drivers who are provided in the unit
costs)
 Site Transport for Staff and General Use
Vehicles/buses provided for use of staff and others including O & M

costs etc.
 Contractor’s offices rental/ construction/ site huts and associated

running costs.
(x)
 Canteen, welfare / medical
 General office expenditure
 Provision of postage, stationery, and other consumables for

general office use.
 Mobilization and demobilization of resources
 Telecommunications
 Furniture and equipment
 Small tools
 Traffic Control, traffic diversion, and signs
 Fencing
 Protective clothing Health and safety Road lighting
 Cleaning roads etc.
 Progress photographs
 Water Supply
 Electric connection
 Notice boards and signs
 Insurances / bonds / bank guarantees / Employees liabilities

insurance etc.
There will be many other items of preliminaries that may have to be

considered, which probably will be project and site-specific. Preliminaries
percentage can vary from project to project.
d) Tax
Tax has been included as per Government rules.
In the CSR, 25% is added on the estimated unit cost of the items which
includes overheads, taxes, preliminaries, and profit, however, this will vary
with the promulgation of new taxes by Federal and Provincial
Governments from project to project and contractor to contractor.
(xi)
2.6 VARIABLES AFFECTING THE RATE ANALYSIS
Rate Analysis in CSR has been prepared based on the policy explained here
above. However, certain factors are to be considered while deciding about
more realistic rates in special situations.
a) Price Escalation
General and Special escalation have been considered as published by

Government Agencies. However, care is to be exercised to consider
Government Legislation, which may create the condition of Special
Escalation.
b) Double Taxation
In International tenders, a factor is to be considered which may handicap

the contractors from such countries, whose governments have no
agreement with the Government of Pakistan to avoid double taxation. The
effect of this item will be equal to the limit of tax level in such a country.
c) Service Roads
No provision has been made in this rate analysis for road diversion cost or
service road, which the contractor has to construct or maintain as per the
specified scope of works.
d) Extra Overhead for Expatriate Staff
International tenders will require a factor to employ expatriate staff on the

project. The effect of this will be equal to the actual expenses on such
items.
e) Other Factors
Some of the items mentioned in the above text included as overhead Cost
in Estimates of CSR may appear as a B.O.Q item in a tender, the cost of
such items are to be adjusted from the total estimate of the project.
(xii)
LIST OF MANPOWER
S. No. CODE DESCRIPTION UNIT

1 LS-001 Site Engineer Hr
2 LS-002 Asphalt Plant Engineer Hr
3 LS-003 Concrete Plant Engineer Hr
4 LS-004 Foreman Asphalt Hr
5 LS-005 Foreman Earthwork Hr
6 LS-006 Foreman Concrete Hr
7 LS-007 General Foreman Hr
8 LS-008 Supervisor Hr
9 LT-011 Surveyor Hr
10 LT-012 Assistant Surveyor Hr
11 LT-013 Mason (Stone) Hr
12 LT-014 Mason (Brick Work) Hr
13 LT-015 Mason (General) Hr
14 LT-016 Carpenter Hr
15 LT-017 Painter Hr
16 LT-018 Steel Binder /Cutter Hr
17 LT-019 Carpenter Helper Hr
18 LT-020 Scaffolder (Khalasi) Hr
19 LT-021 Welder Hr
20 LT-022 Highly Skilled Labour Hr
21 LX-031 Helper Hr
22 LX-032 Labour Hr
23 LX-033 Heavy Machinery Mechanic Hr
24 LX-034 Vehicle Mechanic Hr
25 LX-035 Operator Plant / Equipment Hr
26 LX-036 Driver Light Vehicle Hr
27 LX-037 Driver Heavy Vehicle Hr
28 LX-038 Assistant Operator Plant / Equipment Hr
29 LX-039 Electrician / Motor Attendant Hr
30 LX-040 Gardner (Mali) Hr
Notes:
Cost of following Manpower has been included elsewhere as under
1. Top Management and Senior Engineers etc., included in the overhead of the
project.
2. All indirect Manpower such as clerk, Typist, Accountant, Lab staff, Workshop
Staff, Store Staff, etc. is included under overhead.
3. All operators of Light and Heavy Duty equipment and plant included in the
hourly rate of the equipment
(xiii)
LIST OF MATERIAL
CODE DESCRIPTION UNIT

MS-001 Rock (50 Kgs) Cu.m
MS-002 Stone Random Class "A" Cu.m
MS-003 Stone Random Class "B" Cu.m
MS-004 Stone Random Class "C" Cu.m
MS-005 Stone Random Class "D" Cu.m
MS-006 Stone Dressed Cu.m
MS-007 Crushed Aggregates 2 1/2" down Cu.m
MS-008 Coarse Sand For Cement Works Cu.m
MS-009 Fine Sand For Cement Works Cu.m
MS-010 Aggregate 2" - 1-1/2" For Cement Works Cu.m
MS-011 Aggregate 1-1/2"-3/4" For Cement Works Cu.m
MS-012 Aggregate 3/4" - 3/8" For Cement Works Cu.m
MS-013 Aggregate 3/8"- No. 4 For Cement Works Cu.m
MS-014 Aggregate No. 4 - N0. 200 For Cement Works Cu.m
MR-015 Filler Material (Rock Dust) For Cement Works Cu.m
MR-016 Coarse Sand for Asphalt Works Cu.m
MR-017 Fine Sand for Asphalt Works Cu.m
MR-018 Aggregate 2" - 1-1/2" for Asphalt Works Cu.m
MR-019 Aggregate 1-1/2"-3/4" for Asphalt Works Cu.m
MR-020 Aggregate 3/4" - 3/8" for Asphalt Works Cu.m
MR-021 Aggregate 3/8"- No. 4 for Asphalt Works Cu.m
MR-022 Aggregate No. 4 - N0. 200 for Asphalt Works Cu.m
ME-023 Filler Material (Rock Dust) for Asphalt Works Cu.m
ME-024 Crushed / Natural Aggregate Base "A" Cu.m
ME-025 Crushed / Natural Aggregate Base "B" Cu.m
ME-027 Granular Sub Base (A) Cu.m
ME-028 Granular Sub Base (B) Cu.m
ME-029 Soil Class - A 1 (A) Cu.m
ME-030 Soil Class - A 1 (B) Cu.m
ME-031 Soil Class - A 2 (4) Cu.m
ME-035 Soil Class - A 3 Cu.m
ME-039 Soil Class - A 7-5 Cu.m
(xiv)
LIST OF MATERIAL

ME-040 Soil Class - A 7-6 Cu.m
ME-041 Sweet Soil for Plantation (Bhal) Cu.m
ME-042 Blasting Material Cu.m
ME-043 Electric Charges Commercial kWh
ME-044 Geleteneous Explosive Kg
ME-045 Emulsion Explosive Kg
ME-046 Powder Explosive Kg
ME-047 Detonating Cord M
ME-048 Plain Detonator No 8 Each
ME-049 Safety Fuze M
ME-050 Connecting Wire M
MS-051 Shotcrete Accelerator Kg
MR-052 Asphalt Grade 60/70 Ton
MR-053 Asphalt Grade 60/70 Cu.m
MR-054 Asphalt Grade 80/100 Ton
MR-055 Asphalt Grade 80/100 Cu.m
MR-056 Asphalt M.C 70 Ton
MR-057 Asphalt M.C 70 Cu.m
MR-062 Asphalt R.C 70 Ton
MR-063 Asphalt R.C. 70 Cu.m
MR-065 Asphalt R.C. 250 Cu.m
MR-067 Asphalt R.C 800 Cu.m
MR-068 Asphalt SS 1 Ton
MR-069 Asphalt SS 1 Cu.m
MR-070 Asphalt SS 1H Ton
MR-071 Asphalt SS 1H Cu.m
MR-072 Asphalt R.S.1 Ton
MR-073 Asphalt R.S.1 Cu.m
MR-074 Asphalt R.S.2 Ton
MR-075 Asphalt R.S.2 Cu.m
MR-076 Heavy Oil L
MS-077 Cement Type - 1 (OPC) BAG
(xv)
LIST OF MATERIAL

MS-078 Cement Type - II (Low SR) BAG
MS-082 Admixture Type A (Water Reducing) L
MS-083 Admixture Type B (Retarder) L
MS-084 Admixture Type C (Accelerator) L
MS-085 Admixture Type D (Water Reducing & Retarding) L
MS-086 Admixture Type E (Water Reducing & Accelerating) L
MS-087 Admixture Type F (Water Reducing High Range) L
MS-088 Admixture Type G (Water Reducing High Range & Retarding) L
MS-089 Curing Compound L
MS-090 Steel Grade 40 Ton
MS-091 Steel Grade 60 Ton
MS-092 Prestressing Strand 3/8 " , 1/2 " Ton
MS-093 Steel Wire Mesh 4" x 4",guage 9 Kg
MS-094 Cold Steel Wire AASHTO M-32 (reinforcement binder) Ton
MS-095 Structures Shapes ASTM A-36 Ton
MS-096 Concrete Pipe Non Reinf. 150 mm Ø M
MS-099 RCC Pipe Class II 310 mm Ø (AASHTO M-170) M
MS-108 RCC Pipe Class IV 310 mm Ø (AASHTO M-170) M
MS-117 Steel / Metal Bearing Devices Kg
MS-118 Bitumen Impregnated Fiber Board 12 mm Sq.m
(xvi)
LIST OF MATERIAL

MS-119 Neoprene Rubber Sheet 6mm thick Sq.m
MS-120 Asphalt felt 3 Ply Sq.m
MS-121 PVC Water Stops (6"wide) 12 mm thick M
MS-122 Polysulphide Joint Sealant Kg
Elastomeric Bearing pad M-183.local (Pakistan make),PSQCA
MS-123 Cu.cm
Certified
Bridge Expansion Joint with Two Extruded Aluminium Alloy
MS-124 Sections (50 mm Movement) Imported (European/ American M
make)
Bridge Expansion Joint with Cast Aluminium Alloy Cantilever
MS-125 Teeth (110 mm Movement) - Imported (European/ American M
make)
Bridge Expansion Joint with Cast Aluminium Alloy Cantilever
MS-126 Teeth (300 mm Movement) - Imported (European/American) M
make)
65 mm-Expansion Joint -Nosing-Moded Vulcanized Elastomeric
MS-127 Single Section (One Piece, Monoboloc) -Imported M
(European/American make)
MS-128 Steel Expansion Joint (Local) Kg
MS-129 Steel Block C150x100x5 (Length 350mm) Each
MS-130 Steel Post C150x100x5 (Length 1830mm) Each
MS-131 W6x15 Steel Post (Length 1830mm) Each
MS-132 Steel Backing Plate 318 x 270 x 12 Each
MS-133 Metal Beam Rail 310 mm Wide M
MS-134 Metal Rail End Piece Each
MS-135 Cementitious Grout (High Strength) Cu.m
MS-136 PVC Water Stopper (width 8") 12 mm thick M
MS-137 Brick Class "A" Each
MS-138 Brick Class "B" Each
MS-139 Bitumen Impregnated Fiber Board 25 mm Sq.m
MX-140 Warning Tape (3" Wide). M
MS-142 Precast Pre-Stressed Fence Post (140x140x2400)mm Each
Precast RCC Lateral Fence Post (200x200x2100)mm incl Steel
MS-143 Each
U-Strips (3x150x2400)
MX-144 Coolant L
Elastomeric Bearing Pads (According to size and thickness
MS-145 Cu.cm
Imported (Asian Make)
MS-152 Trumpets/bearing Plate (240x240)mm for (10-11-12) Each
MS-153 Wedges 5" Imported Each
MR-154 Rectangular Concrete Paver - 60 mm (200mmx100mmx60mm) Sq.m
MR-155 Rectangular Concrete Paver - 80 mm (200mmx100mmx80mm) Sq.m
(xvii)
LIST OF MATERIAL

MX-156 Welded Reinforcement Concrete Mesh 4"x4" dia 6mm Sq.m
MS-157 Shuttering A Cu.m
MS-158 Shuttering B Cu.m
MS-159 Shuttering C Cu.m
MS-160 Shuttering D Cu.m
MS-161 Shuttering E Cu.m
MS-162 Scaffolding (A) Cu.m
MS-163 Scaffolding (B) Sq.m
MS-164 Mobilization of 30 Ton Trailer for Pilling Equipment M
MS-165 Mobilization of Confirmatory Boring Equipment M
MS-166 Reinforcement G-60 (404b) Composite Ton
MS-167 Polythene Sheet Sq.m
MS-168 Bitumastic Joint Sealant Kg
MS-169 Mobilization of Piling Equipment (1.1m to 2 m dia) M
MS-170 Steel Casing for Piles (8-10)mm thick Ton
MS-171 Bentonite Powder Kg
MS-172 Plat Form (Shuttering) for Pile Test 120 Tons LS
MS-173 Plat Form (Shuttering) 240 Tons LS
MS-176 Plat Form (Shuttering) Test 800 Tons LS
MX-179 G.I Pipe 3" Outer Dia 8 Guage thickness M
MX-180 CR Reflective Paint for Kerb Stone L
MX-181 Epoxy Adhesive (2 Components) L
MX-182 Cats-Eye Single (Raised Profile) - Plastic 100x100 mm Each
MX-183 Cats-Eye Double (Raised Profile) - Plastic 100x100 mm Each
MX-184 Cats-Eye Single (Raised Profile) - Aluminium 100x100 mm Each
MX-185 Cats-Eye Double (Raised Profile) - Aluminium 100x100 m Each
Traffic Sign Cat 1i - 90 cm Sign Boards in high intensity
MX-186 Each
Reflective Sheeting Laminated on 1.8 mm thick G.I Sheets
Traffic Sign Cat 2i- 90 cm Sign Boards in high intensity
MX-187 Each
Traffic Sign Category 3C- Sign Boards in high intensity
MX-188 Sq.m
MX-189 Pavement Marking Non Reflecting (TP) Paint Kg
MX-190 Pavement Marking Non Reflecting (CR) Paint L
MR-191 Pre-Cast Concrete Kerb Stone (457hx152wx300L)mm Each
(xviii)
LIST OF MATERIAL

MX-192 Pavement Marking Reflecting (CR) Paint L
MX-193 Steel Bit Each
MX-194 Diamond Bit Each
MX-195 Tungsten Carbide Bits SET
MX-196 Red Oxide Paint L
MX-197 Quick Lime Kg
MX-198 Precast Concrete Blocks (4'x4') Each
MX-199 Synthetic Enamel Paint L
MX-200 GMS Barbed Wire 12 guage/14g Kg
MX-201 Angle Iron Assorted Kg
MX-202 Steel Channels Kg
MX-203 Corrugated MS duct (sheath)(2.5"-3" Dia) M
MX-204 Stressing Block Anchor Head (10-11-12 strands) 12/.5" holes Each
MX-205 G.I Pipe 6" Outer Dia Schedule 40 M
MX-206 Steel Sheath Casing M
MX-207 GMS Screw, Nuts, Bolts and Washers Kg
MX-208 Rubber Speed Ramp (w345xh40) mm M
MX-209 Pavement Marking Reflecting (TP) Paint Kg
MX-210 Galvanized Flat Steel Fasteners and Washers Kg
MX-211 Galvanized U-Bolts Clamp with 2 Nuts and Tie Bolts Kg
MX-212 Galvanized Supporting Hooks Cast in Precast Posts Each
MX-213 Galvanized Chain Link Wire mesh Fabric Sq.m
MX-214 Galvanized Wire 3.76mm Ø Tension, 3mm Ø Stirrups Kg
MX-215 MS Sheet (Plates) 2.5-3mm thick Kg
MX-216 Galvanization Kg
Galvanized Wire Mesh Fence 10 SWG (50 mm x 50 mm) 3mm
MX-217 Sq.m
thick
MX-218 Welding Rods Each
MX-219 Water 1000 L
MX-220 High speed Diesel L
MX-221 Super Gasoline L
MX-222 Regular Gasoline L
MX-223 Engine Oil (All Type) L
MX-224 Grease Kg
MX-225 MS Scaffolding Pipe 2" Dia Kg
MX-226 Scaffolding Clamps Each
MX-227 Safety Cone Plastic Small with Reflective Strips 18" Each
MX-228 Safety Cone Plastic Large with Reflective Strips 28" Each
(xix)
LIST OF MATERIAL

MX-229 Guard Rail Reflector (Butterfly type) size 120x70mm Each
MX-230 Concrete Barrier Reflector Single side size 155x75mm Each
MX-231 Plantation Trees (local inhabitant) Each
MX-232 Grass Sod / Turf (Korean / American / ) 1' x 1' size Sq.m
MX-233 Shrubs / Hedges (Sanatha or any local) Sq.m
MX-234 Grass Sod / Turf (Local / Dakha) 1' x 1' size Sq.m
MX-235 Axle & Transmission oils L
MX-236 Hydraulic Oil/fluids L
MX-237 Fertilizer DAP (18% nitrogen & 46% phosphorus) Kg
MX-238 Aluminium Speed Ramp 335x330x40 mm Each
MX-239 Aluminium Divider Size 150x90x30mm with single side Reflector Each
Aluminium Divider Size 150x90x30mm with double side
MX-240 Each
Reflector
Aluminium Divider Size 150x90x45mm with Single side
MX-241 Each
Reflector
Aluminium Divider Size 150x90x45mm with Double side
MX-242 Each
Reflector
Traffic Sign Cat 3a- Sign Boards in high intensity Reflective
MX-243 Each
Sheeting Laminated on 1.8 mm thick G.I Sheets
Traffic Sign Cat 3b- Sign Boards in high intensity Reflective
MX-244 Each
Sheeting Laminated on 1.8 mm thick G.I Sheets
MX-245 Plastic Moulded Antiglare Shield (w200mmxh800 mm) Each
MX-246 Tubular Markers(Delineator Post) h 90cm Each
MX-247 Tubular Markers Post h 45cm Each
MX-248 Coarse Sand for Dry Works Cu.m
MX-249 Fine Sand for Dry Works Cu.m
MX-250 Aggregate 2" - 1-1/2" for Dry Works Cu.m
MX-251 Aggregate 1-1/2"-3/4" for Dry Works Cu.m
MX-252 Aggregate 3/4" - 3/8" for Dry Works Cu.m
MX-253 Aggregate 3/8"- No. 4 for Dry Works Cu.m
MX-254 Aggregate No. 4 - N0. 200 Dry Works Cu.m
MX-255 Filler (Rock Dust) Material Dry Works Cu.m
MX-256 Geotextile 136 gm/sm Sq.m
MX-257 Geotextile 320gm/sm Sq.m
MX-258 Neoprene Rubber Sheet 12mm thick Sq.m
MX-259 LPG Kg
MR-260 Royalty Cost Cu.m
MX-261 Axle oils/Swing machinery Oil L
MX-262 Final Drive Oil L
(xx)
LIST OF MATERIAL

MX-263 Damper case Oil L
MX-264 Borehole Sample Testing in Soil Strata M
MX-265 Cementitious Grout (High Strength) Kg
MS-266 PVC Water Stopper (width 6") 12 mm thick M
MX-267 Borehole Sample Testing in Gravel Strata M
MX-268 Borehole Sample Testing in Rock Strata M
Elastomeric Bearing Pads (According to size and thickness)
MS-269 Cu.cm
Important (Europe/American make)
50 mm-Expansion Joint-Nosing type with two Alluminium Alloy
MS-273 M
Sections and Elastomeric Profile Imported (Asian Make)
110 mm-Expansion Joint -Cantilever Saw teeth with Aluminium
MS-274 M
Alloy Sections Imported (Asian Make)
65 mm-Expansion Joint -Nosing-Moded Vulcanized Elastomeric
MS-275 M
Single Section (One Piece, Monoboloc) Imported (Asian Make)
MX-276 G.I Pipe 8" Outer Dia Schedule 40 M
Traffic Sign Cat 1ii - 105 cm Sign Boards in HIP Grade
MX-277 Each
Traffic Sign Cat 2ii- 105 cm Sign Boards in HIP Grade
MX-278 Each
Traffic Sign Cat 1iii - 120 cm Sign Boards in HIP Grade
MX-279 Each
Traffic Sign Cat 2iii- 120 cm Sign Boards in HIP Grade
MX-280 Each
MX-281 G.I Pipe 4" Outer Dia 8 Guage M
Bridge Expansion Joint 50 mm Movement Joint Two Profile
MS-282 Alloy Aluminum 6063 T 6 Continuous CR Profile, Sockets Studs M
Local (Pakistan Make), PSQCA Certified
Bridge Expansion Joint 65 mm Movement W Section CR
MS-283 Vulcanized Molded Nosing Expansion Joint Local (Pakistan M
Make), PSQCA Certified
Digital Printing Sign Traffic Cat 1i - 90 cm Sign Boards in high
MX-284 intensity Reflective Sheeting Laminated on 1.8 mm thick G.I Each
Sheets
Digital Printing Traffic Sign Cat 1ii - 105 cm Sign Boards in high
Sheets
Digital Printing Traffic Sign Cat 1iii - 120 cm Sign Boards in high
Sheets
(xxi)
LIST OF MATERIAL

Digital Printing Traffic Sign Cat 2i- 90 cm Sign Boards in high
Sheets
Digital Printing Traffic Sign Cat 2ii- 105 cm Sign Boards in high
Sheets
Digital Printing Traffic Sign Cat 2iii- 120 cm Sign Boards in high
Sheets
Digital Printing Traffic Sign Cat 3a- Sign Boards in high
Sheets
Digital Printing Traffic Sign Cat 3b- Sign Boards in high
Sheets
Digital Printing Traffic sign Category 3C Sign Boards
MX-292 in high intensity Reflective Sheeting Sq.m
Signs Laminated on 1.8 mm thick G.I Sheets
Bridge Expansion Joint 50 mm Movement Indigenous
MS-293 Expansion Joint 15 mm thick two vertical Steel Plates welded 10 M
mm round steel bars, Local (Pakistan Make), PSQCA Certified
Bridge Expansion Joint 110 mm Movement Saw teeth Four
MS-294 profile aluminum alloy 6063-T 6 continuous CR Profile noise M
free Local (Pakistan Make), PSQCA Certified
Bridge Expansion Joint 80 mm Steel Grade EN10025 Sound
MS-295 isolated Silent Type Expansion Joint with SINUS Plates M
Imported (Asian Make)
Fiber glass Reinforced Polyester Grating Size (600 mm x 600
MS-297 Each
mm) Class-D 400 with Frame (Imported)
Fiber glass Reinforced Polyester Grating Size (876 mm x 603
Ms-298 mm x 250 mm ) Class-C 250 with Frame - Side Walk Type Each
(Imported)
(xxii)
OWNING AND OPERATING RATES FOR PLANT AND EQUIPMENT
Codes Description Unit Abbottabad Bajaur Bannu Battagram Buner

Agency
PE-001 Bulldozer-264 HP (Crawler Dozer-Track Type) with Blade Capacity 7 cum Rs/Hr 8,448.89 8,454.09 8,434.65 8,451.68 8,446.01
PE-002 Bulldozer-200 HP (Crawler Dozer-Track Type) with Blade Capacity 4.4 cum Rs/Hr 6,537.79 6,541.63 6,527.28 6,539.85 6,535.67
PE-004 Wheel Loader 187HP with Bucket Capacity 3.3 cum Rs/Hr 6,186.45 6,189.47 6,178.19 6,188.07 6,184.78
PE-005 Wheel Loader 166 HP with Bucket Capacity 2.8 cum Rs/Hr 5,196.99 5,199.50 5,190.11 5,198.33 5,195.60
PE-008 Dumper loading Capacity 18 T Rs/Hr 2,348.54 2,351.01 2,341.76 2,349.87 2,347.17
PE-010 Excavator (Track Type) 100 HP Rs/Hr 5,609.13 5,613.11 5,598.26 5,611.27 5,606.94
PE-011 Compressor 300 CFM Rs/Hr 3,638.42 3,638.79 3,637.39 3,638.62 3,638.21
PE-012 Rock Driller -Pneumatic-plug Rs/Hr 356.47 356.48 356.46 356.47 356.47
PE-013 Electric Saw Rs/Hr 311.23 311.23 311.23 311.23 311.23
PE-014 Petrol Motorized Chain Saw Rs/Hr 386.81 386.81 386.80 386.81 386.81
PE-015 Electric Breaker (Demolition Hammer) Rs/Hr 326.04 326.05 326.03 326.05 326.04
PE-016 Plate Compactor Rs/Hr 603.25 603.38 602.88 603.32 603.18
PE-017 Pugmill 40 Tons per hour Rs/Hr 5,003.57 5,039.56 4,905.08 5,022.88 4,983.71
PR-018 Combination Roller 18 T Single drum Pad/Sheep Foot Compactor Rs/Hr 5,179.79 5,182.01 5,173.69 5,180.98 5,178.56
PR-019 Combination Roller 12 T (Single drum Pad/Sheep Foot Compactor) Rs/Hr 4,057.17 4,059.33 4,051.24 4,058.33 4,055.97
PR-020 Combination Roller 8T (Single drum Pad/Sheep Foot Compactor) Rs/Hr 3,978.44 3,980.50 3,972.83 3,979.55 3,977.31
PE-021 Excavator (Track Type) 168 HP with Bucket Capacity 0.8 cum Rs/Hr 5,922.18 5,926.43 5,910.54 5,924.46 5,919.83
PE-024 Jack Hammer side type for Excavator (Track Type) 168 HP with Bucket Rs/Hr 380.93 381.95 378.13 381.48 380.36
Capacity 0.9 cum
PE-025 Jack Hammer side type for Excavator (Track Type) 265/340 HP with Bucket Rs/Hr 562.65 564.41 557.85 563.60 561.69
Capacity 1.6/2.3 cum
PS-026 Pipe Layer with lifting weight upto 25 Ton Rs/Hr 5,781.64 5,786.75 5,767.66 5,784.38 5,778.82
PR-031 Motor Grader 250HP with Blade length 4.32m Rs/Hr 7,359.59 7,363.17 7,349.78 7,361.51 7,357.61
PR-033 Tandem Roller 12 T Rs/Hr 3,894.53 3,896.68 3,888.61 3,895.68 3,893.33
PR-036 Tandem Roller 1.50 T Rs/Hr 1,603.92 1,604.24 1,603.04 1,604.09 1,603.74
PR-037 Combination Roller 18 T Single drum Plain Compactor Rs/Hr 4,326.22 4,328.42 4,320.19 4,327.40 4,325.00
PR-038 Combination Roller 12 T (Single drum Plain Compactor) Rs/Hr 3,960.49 3,962.65 3,954.55 3,961.65 3,959.28
PR-039 Combination Roller 8T( Single drum Plain Compactor) Rs/Hr 3,889.62 3,891.67 3,884.01 3,890.72 3,888.49
PR-040 P.T.R. (8 - Wheeler) 24 T Rs/Hr 3,457.96 3,462.44 3,445.70 3,460.36 3,455.49
PR-042 Static Tandem Roller 12 T Rs/Hr 2,106.37 2,108.98 2,099.24 2,107.78 2,104.93
PR-044 Power Broom Rs/Hr 254.81 257.23 248.20 256.10 253.47
PR-045 Bitumen Dist. Tow Type 2000 Liter Rs/Hr 820.21 820.69 818.89 820.47 819.94
PR-046 Bitumen Sprayer (Manual) 250 gallon Rs/Hr 367.93 368.79 365.58 368.40 367.46
PR-047 Chip Spreader up to 3M Wide (attachment) Rs/Hr 985.96 988.94 977.83 987.56 984.32
PR-048 Asphalt Plant 140 T Rs/Hr 30,365.37 30,419.35 30,217.63 30,394.33 30,335.58
PR-052 Asphalt Paver basic width 3m,max 5.9m Wide Rs/Hr 11,933.35 11,938.25 11,919.92 11,935.97 11,930.63
PR-053 Asphalt Paver ( width 2.4-4.7 m) Rs/Hr 11,983.97 11,988.17 11,972.45 11,986.22 11,981.65
PR-054 Cold Milling Machine 2 M Wide Rs/Hr 10,810.27 10,818.14 10,788.73 10,814.50 10,805.93
PR-055 Hand Push high Pressure Cold and Rubber Paint Marking Machine Rs/Hr 905.35 905.89 903.87 905.64 905.05
PR-056 Aggregate Spreader Up to 3M Wide Rs/Hr 11,983.97 11,988.17 11,972.45 11,986.22 11,981.65
PR-057 Asphalt Cutter Rs/Hr 333.25 333.28 333.15 333.26 333.23
PR-058 Rock Crushing & Screening (200 T/Hr) Rs/Hr 10,162.72 10,194.07 10,076.94 10,179.54 10,145.43
PR-060 Asphalt Recycling Machine 0 to 60mm depth - 3 to 4m width| 120 tons/hr Rs/Hr 34,020.27 34,033.61 33,983.74 34,027.43 34,012.90
PR-061 Hand Push Thermoplastic Road Marking Machine with double cylinder Rs/Hr 1,664.11 1,668.66 1,651.64 1,666.55 1,661.59
preheater
PR-062 Cordless Drill Machine Rs/Hr 307.53 307.53 307.53 307.53 307.53
PR-063 Crawler Rock driller Rs/Hr 5,801.21 5,803.25 5,795.62 5,802.31 5,800.08
PS-064 Grouting Machine(electric) out put 3.6 cum/hr Rs/Hr 727.21 727.38 726.73 727.30 727.11
PS-065 Hydraulic jack with pump upto 2000 Ton Rs/Hr 974.80 975.96 971.62 975.42 974.16
PR-066 Guard Rail Pile Driver Machine Rs/Hr 1,179.18 1,182.46 1,170.22 1,180.94 1,177.38
PS-071 Concrete Batching Plant 25m3/hr Rs/Hr 6,257.03 6,263.30 6,239.88 6,260.40 6,253.56
PS-072 Concrete Static Mixer 1 Cum Rs/Hr 1,189.79 1,192.92 1,181.21 1,191.47 1,188.06
PS-073 Concrete Static Mixer 1/4 Cum Rs/Hr 610.39 613.52 601.81 612.07 608.65
PS-074 Concrete Transit Mixer 6 Cum Rs/Hr 3,071.15 3,073.94 3,063.53 3,072.65 3,069.61
PS-076 Stressing Equipment for 6500 KN force with electric power Rs/Hr 864.79 865.26 863.49 865.04 864.53
(xxiii)
Codes Description Unit Abbottabad Bajaur Bannu Battagram Buner

Agency
PS-077 Concrete Cutter Rs/Hr 333.25 333.28 333.15 333.26 333.23
PS-078 Piling Rig (dia up to 1m) Rs/Hr 17,455.74 17,567.17 17,150.71 17,515.54 17,394.22
PS-079 Piling Rig (Dia 1m to 2m) Rs/Hr 36,407.51 36,455.71 36,275.59 36,433.37 36,380.90
PS-080 Vibrator (Poker 1.5 ") Rs/Hr 353.39 353.39 353.37 353.39 353.39
PS-081 Percussion Boring Rig (Diesel) Rs/Hr 7,742.80 7,770.67 7,666.56 7,757.76 7,727.43
PS-082 Concrete Pump 33 m with tuck chassis Rs/Hr 9,760.62 9,824.70 9,585.24 9,795.02 9,725.25
PS-083 Girder Launcher (Erecting Capacity max 200 ton Rs/Hr 8,061.30 8,145.30 7,831.41 8,106.38 8,014.95
PS-084 Tripod & Chain Pulley (20 Ton) Rs/Hr 576.69 580.40 566.52 578.68 574.63
PS-085 Shotcrete Machine 5-8 cum/hr Rs/Hr 1,458.80 1,459.45 1,457.01 1,459.15 1,458.44
PS-086 Concrete Slip form Paver 2 to 6m for Road Pavement Rs/Hr 16,338.75 16,346.18 16,318.42 16,342.74 16,334.65
PS-087 Concrete Slip form Paver for Barrier,curbs,sidewalk up to 3 m Rs/Hr 9,497.72 9,504.59 9,478.91 9,501.40 9,493.92
PR-088 Asphalt Static Mixer 1 Cum Rs/Hr 1,075.28 1,078.42 1,066.71 1,076.97 1,073.56
PS-089 Straight Rotary machine up to 250 mm dia with all tools Rs/Hr 1,035.91 1,040.36 1,023.77 1,038.30 1,033.45
PX-090 Submersible Slug Pump with 65 ft Head Rs/Hr 73.34 73.37 73.26 73.36 73.33
PX-091 Tractor 80 HP Rs/Hr 1,398.87 1,399.58 1,396.93 1,399.25 1,398.48
PX-092 Tractor 50 HP Rs/Hr 976.75 977.13 975.70 976.96 976.54
PX-093 Water Tank Bowser Type 12000 Liter Rs/Hr 3,339.76 3,343.94 3,328.32 3,342.00 3,337.45
PX-094 Water Tank Tow Type 4000 Liter (Including Tractor) Rs/Hr 1,156.27 1,158.28 1,150.76 1,157.34 1,155.16
PX-095 Flat Body Truck pay load upto 8 ton Rs/Hr 2,855.52 2,856.56 2,852.67 2,856.08 2,854.95
PX-096 Sedan Car 1300 cc Rs/Hr 1,149.46 1,149.75 1,148.64 1,149.62 1,149.29
PX-098 Pickup 2800 cc 4 x 4 Rs/Hr 1,546.33 1,546.81 1,545.04 1,546.59 1,546.07
PX-100 Pickup 800 cc 4 x 2 Rs/Hr 488.28 488.43 487.87 488.36 488.20
PX-101 Jeep 1300 cc 4 x 4 Rs/Hr 855.05 855.24 854.54 855.15 854.95
PX-102 Trailer Low Bed 30 ton Rs/Hr 3,442.75 3,445.20 3,436.04 3,444.06 3,441.39
PX-103 Crane up to 55 Ton Rs/Hr 6,910.68 6,918.46 6,889.39 6,914.86 6,906.39
PX-104 Crane Upto 25 ton Rs/Hr 5,587.94 5,594.05 5,571.22 5,591.22 5,584.57
PX-105 Electric Diaphragm Pump Rs/Hr 107.80 107.96 107.37 107.89 107.71
PX-106 Sand Blasting Machine Rs/Hr 756.59 756.73 756.18 756.66 756.50
PX-107 Dump Truck 30 ton (18 cum) Rs/Hr 5,947.44 5,949.67 5,941.34 5,948.64 5,946.21
PX-108 Tractor with Trolley (8 ton) Rs/Hr 1,387.55 1,388.08 1,386.09 1,387.83 1,387.25
PX-109 Welding Plant Rs/Hr 59.78 59.81 59.70 59.80 59.77
PX-110 Generator (Diesel) 150 kVa Rs/Hr 3,490.49 3,491.02 3,489.08 3,490.77 3,490.20
PX-112 Diesel Tanker 25000 Liter with Pump Rs/Hr 4,058.01 4,064.51 4,040.21 4,061.49 4,054.42
PX-113 Forging /Shape Machine Rs/Hr 385.95 386.07 385.64 386.01 385.89
PX-114 Generator(Diesel) 50 KVA Rs/Hr 1,343.76 1,344.02 1,343.05 1,343.90 1,343.62
PX-117 Diesel Generator 20 KVA Rs/Hr 1,043.67 1,043.84 1,043.18 1,043.75 1,043.57
PX-118 Diesel Generator 5 KVA Rs/Hr 527.16 527.17 527.09 527.17 527.14
PX-119 Steel Rolling Machine Rs/Hr 322.75 323.78 319.92 323.31 322.18
(xxiv)
Codes Description Unit Charsadda Chitral D.I.Khan Bannu FR D.I Khan

FR
Capacity 0.9 cum
preheater
(xxv)
Codes Description Unit Charsadda Chitral D.I.Khan Bannu FR D.I Khan

FR
PX-101 Jeep 1300 cc 4 x 4 Rs/Hr 854.81 855.25 854.36 854.70 854.50
(xxvi)
Codes Description Unit Kohat FR Lakki Peshawar Tank FR Hangu

Marwat FR FR
Capacity 0.9 cum
preheater
(xxvii)
Codes Description Unit Kohat FR Lakki Peshawar Tank FR Hangu

Marwat FR FR
PX-101 Jeep 1300 cc 4 x 4 Rs/Hr 854.83 854.63 854.93 854.56 854.70
(xxviii)
Codes Description Unit Haripur Karak Khyber Kohat Kurram

Agency Agency
Capacity 0.9 cum
preheater
(xxix)
Codes Description Unit Haripur Karak Khyber Kohat Kurram

Agency Agency
PX-101 Jeep 1300 cc 4 x 4 Rs/Hr 854.97 854.56 854.99 854.66 854.87
(xxx)
Codes Description Unit Lakki Dir Lower Kohistan Malakand Mansehra

Marwat Lower
Capacity 0.9 cum
preheater
(xxxi)
Codes Description Unit Lakki Dir Lower Kohistan Malakand Mansehra

Marwat Lower
PX-101 Jeep 1300 cc 4 x 4 Rs/Hr 854.48 855.01 855.24 854.89 855.01
(xxxii)
Codes Description Unit Mardan Mohmand North Nowshera Orakzai

Agency Waziristan Agency
Capacity 0.9 cum
preheater
(xxxiii)
Codes Description Unit Mardan Mohmand North Nowshera Orakzai

Agency Waziristan Agency
PX-101 Jeep 1300 cc 4 x 4 Rs/Hr 854.82 855.05 854.81 854.80 854.93
(xxxiv)
Codes Description Unit Peshawar Shangla South Swabi Swat

Waziristan
Capacity 0.9 cum
preheater
(xxxv)
Codes Description Unit Peshawar Shangla South Swabi Swat

Waziristan
PX-101 Jeep 1300 cc 4 x 4 Rs/Hr 854.75 855.09 854.69 854.88 854.98
(xxxvi)
Codes Description Unit Tank Torghar Dir Upper Kohistan

Upper
PE-001 Bulldozer-264 HP (Crawler Dozer-Track Type) with Blade Capacity 7 cum Rs/Hr 8,431.02 8,449.72 8,451.28 8,455.62
PE-002 Bulldozer-200 HP (Crawler Dozer-Track Type) with Blade Capacity 4.4 cum Rs/Hr 6,524.60 6,538.41 6,539.55 6,542.76
PE-003 Bulldozer-130 HP (Crawler Dozer-Track Type) with Blade Capacity 2.7 cum Rs/Hr 5,473.70 5,481.91 5,482.59 5,484.50
PE-004 Wheel Loader 187HP with Bucket Capacity 3.3 cum Rs/Hr 6,176.08 6,186.94 6,187.84 6,190.36
PE-005 Wheel Loader 166 HP with Bucket Capacity 2.8 cum Rs/Hr 5,188.36 5,197.39 5,198.14 5,200.24
PE-006 Wheel Loader 135 HP with Bucket Capacity 1.90 cum Rs/Hr 4,583.33 4,590.47 4,591.07 4,592.73
PE-008 Dumper loading Capacity 18 T Rs/Hr 2,340.03 2,348.94 2,349.68 2,351.75
PE-009 Dumper loading Capacity 10 T Rs/Hr 2,117.67 2,122.88 2,123.32 2,124.53
PE-010 Excavator (Track Type) 100 HP Rs/Hr 5,595.49 5,609.77 5,610.96 5,614.28
PE-011 Compressor 300 CFM Rs/Hr 3,637.13 3,638.48 3,638.59 3,638.90
PE-012 Rock Driller -Pneumatic-plug Rs/Hr 356.46 356.47 356.47 356.48
PE-013 Electric Saw Rs/Hr 311.23 311.23 311.23 311.23
PE-014 Petrol Motorized Chain Saw Rs/Hr 246.42 280.81 274.38 269.23
PE-015 Electric Breaker (Demolition Hammer) Rs/Hr 326.03 326.05 326.05 326.05
PE-016 Plate Compactor Rs/Hr 602.80 603.27 603.32 603.43
PE-017 Pugmill 40 Tons per hour Rs/Hr 4,879.97 5,009.37 5,020.13 5,050.20
PR-018 Combination Roller 18 T Single drum Pad/Sheep Foot Compactor Rs/Hr 5,172.14 5,180.14 5,180.81 5,182.67
PR-019 Combination Roller 12 T (Single drum Pad/Sheep Foot Compactor) Rs/Hr 4,049.72 4,057.51 4,058.16 4,059.97
PR-020 Combination Roller 8T (Single drum Pad/Sheep Foot Compactor) Rs/Hr 3,971.41 3,978.78 3,979.38 3,981.10
PE-021 Excavator (Track Type) 168 HP with Bucket Capacity 0.8 cum Rs/Hr 5,907.57 5,922.86 5,924.14 5,927.69
PE-024 Jack Hammer side type for Excavator (Track Type) 168 HP with Bucket Rs/Hr 377.41 381.10 381.40 382.25
Capacity 0.9 cum
PE-025 Jack Hammer side type for Excavator (Track Type) 265/340 HP with Bucket Rs/Hr 556.62 562.94 563.47 564.94
PS-026 Pipe Layer with lifting weight upto 25 Ton Rs/Hr 5,764.10 5,782.46 5,783.99 5,788.26
PR-031 Motor Grader 250HP with Blade length 4.32m Rs/Hr 7,347.28 7,360.17 7,361.24 7,364.23
PR-032 Motor Grader 218HP with Blade length 4.32m Rs/Hr 6,213.74 6,224.39 6,225.28 6,227.75
PR-033 Tandem Roller 12 T Rs/Hr 3,887.10 3,894.87 3,895.52 3,897.32
PR-036 Tandem Roller 1.50 T Rs/Hr 1,602.82 1,603.97 1,604.07 1,604.33
PR-037 Combination Roller 18 T Single drum Plain Compactor Rs/Hr 4,318.65 4,326.57 4,327.23 4,329.07
PR-038 Combination Roller 12 T (Single drum Plain Compactor) Rs/Hr 3,953.05 3,960.83 3,961.48 3,963.29
PR-039 Combination Roller 8T( Single drum Plain Compactor) Rs/Hr 3,882.58 3,889.95 3,890.56 3,892.28
PR-040 P.T.R. (8 - Wheeler) 24 T Rs/Hr 3,442.57 3,458.68 3,460.02 3,463.76
PR-041 P.T.R. (8 - Wheeler) 18 T Rs/Hr 3,363.28 3,379.31 3,380.65 3,384.37
PR-042 Static Tandem Roller 12 T Rs/Hr 2,097.43 2,106.79 2,107.57 2,109.75
PR-044 Power Broom Rs/Hr 246.51 255.19 255.93 257.93
PR-045 Bitumen Dist. Tow Type 2000 Liter Rs/Hr 818.55 820.29 820.43 820.83
PR-046 Bitumen Sprayer (Manual) 250 gallon Rs/Hr 364.99 368.07 368.34 369.06
PR-047 Chip Spreader up to 3M Wide (attachment) Rs/Hr 975.76 986.44 987.33 989.81
PR-048 Asphalt Plant 140 T Rs/Hr 30,179.97 30,374.07 30,390.21 30,435.31
PR-052 Asphalt Paver basic width 3m,max 5.9m Wide Rs/Hr 11,916.50 11,934.14 11,935.60 11,939.69
PR-053 Asphalt Paver ( width 2.4-4.7 m) Rs/Hr 11,969.51 11,984.65 11,985.91 11,989.42
PR-054 Cold Milling Machine 2 M Wide Rs/Hr 10,783.24 10,811.54 10,813.89 10,820.47
PR-055 Hand Push high Pressure Cold and Rubber Paint Marking Machine Rs/Hr 903.50 905.43 905.60 906.05
PR-056 Aggregate Spreader Up to 3M Wide Rs/Hr 11,969.51 11,984.65 11,985.91 11,989.42
PR-057 Asphalt Cutter Rs/Hr 333.13 333.25 333.26 333.29
PR-058 Rock Crushing & Screening (200 T/Hr) Rs/Hr 10,055.07 10,167.77 10,177.14 10,203.33
PR-060 Asphalt Recycling Machine 0 to 60mm depth - 3 to 4m width| 120 tons/hr Rs/Hr 33,974.43 34,022.42 34,026.41 34,037.56
PR-061 Hand Push Thermoplastic Road Marking Machine with double cylinder Rs/Hr 1,648.47 1,664.84 1,666.20 1,670.01
preheater
PR-062 Cordless Drill Machine Rs/Hr 307.53 307.53 307.53 307.53
PR-063 Crawler Rock driller Rs/Hr 5,794.19 5,801.54 5,802.15 5,803.86
PS-064 Grouting Machine(electric) out put 3.6 cum/hr Rs/Hr 726.61 727.23 727.29 727.43
PS-065 Hydraulic jack with pump upto 2000 Ton Rs/Hr 970.81 974.99 975.33 976.30
PR-066 Guard Rail Pile Driver Machine Rs/Hr 1,167.94 1,179.71 1,180.69 1,183.42
PS-071 Concrete Batching Plant 25m3/hr Rs/Hr 6,235.50 6,258.05 6,259.91 6,265.15
PS-072 Concrete Static Mixer 1 Cum Rs/Hr 1,179.02 1,190.29 1,191.24 1,193.86
PS-073 Concrete Static Mixer 1/4 Cum Rs/Hr 599.62 610.89 611.82 614.44
PS-074 Concrete Transit Mixer 6 Cum Rs/Hr 3,061.58 3,071.60 3,072.43 3,074.76
PS-075 Concrete Transit Mixer 4 Cum Rs/Hr 2,261.80 2,270.14 2,270.84 2,272.78
PS-076 Stressing Equipment for 6500 KN force with electric power Rs/Hr 863.16 864.86 865.00 865.40
(xxxvii)
Codes Description Unit Tank Torghar Dir Upper Kohistan

Upper
PS-077 Concrete Cutter Rs/Hr 333.13 333.25 333.26 333.29
PS-078 Piling Rig (dia up to 1m) Rs/Hr 17,072.97 17,473.68 17,506.99 17,600.13
PS-079 Piling Rig (Dia 1m to 2m) Rs/Hr 36,241.96 36,415.27 36,429.68 36,469.96
PS-080 Vibrator (Poker 1.5 ") Rs/Hr 353.37 353.39 353.39 353.39
PS-081 Percussion Boring Rig (Diesel) Rs/Hr 7,647.12 7,747.29 7,755.63 7,778.91
PS-082 Concrete Pump 33 m with tuck chassis Rs/Hr 9,540.53 9,770.94 9,790.10 9,843.65
PS-083 Girder Launcher (Erecting Capacity max 200 ton Rs/Hr 7,772.81 8,074.83 8,099.95 8,170.14
PS-084 Tripod & Chain Pulley (20 Ton) Rs/Hr 563.93 577.28 578.39 581.50
PS-085 Shotcrete Machine 5-8 cum/hr Rs/Hr 1,456.56 1,458.90 1,459.09 1,459.65
PS-086 Concrete Slip form Paver 2 to 6m for Road Pavement Rs/Hr 16,313.23 16,339.95 16,342.17 16,348.38
PS-087 Concrete Slip form Paver for Barrier,curbs,sidewalk up to 3 m Rs/Hr 9,474.11 9,498.82 9,500.88 9,506.62
PR-088 Asphalt Static Mixer 1 Cum Rs/Hr 1,064.53 1,075.80 1,076.73 1,079.35
PS-089 Straight Rotary machine up to 250 mm dia with all tools Rs/Hr 1,020.67 1,036.63 1,037.95 1,041.67
PX-090 Submersible Slug Pump with 65 ft Head Rs/Hr 73.23 73.34 73.36 73.38
PX-091 Tractor 80 HP Rs/Hr 1,396.43 1,398.99 1,399.20 1,399.79
PX-092 Tractor 50 HP Rs/Hr 975.44 976.81 976.93 977.25
PX-093 Water Tank Bowser Type 12000 Liter Rs/Hr 3,325.41 3,340.43 3,341.68 3,345.17
PX-094 Water Tank Tow Type 4000 Liter (Including Tractor) Rs/Hr 1,149.36 1,156.59 1,157.19 1,158.87
PX-095 Flat Body Truck pay load upto 8 ton Rs/Hr 2,851.95 2,855.69 2,856.00 2,856.87
PX-096 Sedan Car 1300 cc Rs/Hr 1,148.44 1,149.50 1,149.59 1,149.84
PX-097 Sedan Car 1000 cc Rs/Hr 1,038.03 1,038.89 1,038.96 1,039.16
PX-098 Pickup 2800 cc 4 x 4 Rs/Hr 1,544.72 1,546.41 1,546.55 1,546.94
PX-099 Pickup 2200 cc 4 x 2 Rs/Hr 1,024.14 1,025.84 1,025.98 1,026.37
PX-100 Pickup 800 cc 4 x 2 Rs/Hr 487.76 488.31 488.35 488.48
PX-101 Jeep 1300 cc 4 x 4 Rs/Hr 854.41 855.08 855.14 855.29
PX-102 Trailer Low Bed 30 ton Rs/Hr 3,434.33 3,443.14 3,443.88 3,445.92
PX-103 Crane up to 55 Ton Rs/Hr 6,883.97 6,911.94 6,914.26 6,920.76
PX-104 Crane Upto 25 ton Rs/Hr 5,566.96 5,588.93 5,590.75 5,595.86
PX-105 Electric Diaphragm Pump Rs/Hr 107.25 107.82 107.88 108.00
PX-106 Sand Blasting Machine Rs/Hr 756.08 756.61 756.65 756.78
PX-107 Dump Truck 30 ton (18 cum) Rs/Hr 5,939.79 5,947.80 5,948.47 5,950.33
PX-108 Tractor with Trolley (8 ton) Rs/Hr 1,385.72 1,387.63 1,387.79 1,388.24
PX-109 Welding Plant Rs/Hr 59.68 59.78 59.80 59.81
PX-110 Generator (Diesel) 150 kVa Rs/Hr 3,488.71 3,490.58 3,490.73 3,491.18
PX-111 Generator (Diesel) 250 kVa Rs/Hr 5,215.12 5,217.77 5,217.99 5,218.60
PX-112 Diesel Tanker 25000 Liter with Pump Rs/Hr 4,035.68 4,059.05 4,061.00 4,066.43
PX-113 Forging /Shape Machine Rs/Hr 385.56 385.97 386.01 386.10
PX-114 Generator(Diesel) 50 KVA Rs/Hr 1,342.87 1,343.80 1,343.89 1,344.11
PX-117 Diesel Generator 20 KVA Rs/Hr 1,043.06 1,043.70 1,043.74 1,043.89
PX-118 Diesel Generator 5 KVA Rs/Hr 527.07 527.16 527.16 527.19
PX-119 Steel Rolling Machine Rs/Hr 319.19 322.92 323.22 324.09
PX-120 Diesel Generator 13 KVA Rs/Hr 785.62 785.70 785.70 785.73
(xxxviii)
LIST OF QUARRY
KHYBER PAKHTUNKHWA
CODES & DESCRIPTION OF MATERIAL
MR-015
MR-016
MR-017
MR-018
MR-019
MR-020
MR-021
MR-022
MS-001
MS-002
MS-003
MS-004
MS-005
MS-006
MS-007
MS-008
MS-009
MS-010
MS-011
MS-012
MS-013
MS-014
ME-023
ME-024
ME-025
ME-027
ME-028
MX-248
MX-249
MX-250
MX-251
MX-252
MX-253
MX-254
MX-255
Filler Material (Rock Dust) for Cement
Aggregate No. 4 - N0. 200 for Asphalt
Filler Material (Rock Dust) for Asphalt

Aggregate 1-1/2"-3/4" for Cement Works
Aggregate 3/8"- No. 4 for Asphalt Works

Aggregate 1-1/2"-3/4" for Asphalt Works
Aggregate 3/8"-No. 4 for Cement Works
Aggregate 2" - 1-1/2" for Asphalt Works
Aggregate 3/4" - 3/8" for Asphalt Works

Aggregate No.4-200 for Cement Works
Crushed / Natural Aggregate Base "A"
Crushed / Natural Aggregate Base "B"

Aggregate 2"-1-1/2" for Cement Works
Aggregate 3/4"-3/8" for Cement Works
Filler (Rock Dust) Material Dry Works

Aggregate No. 4 - N0. 200 Dry Works
Aggregate 3/8"- No. 4 for Dry Works
Aggregate 1-1/2"-3/4" for Dry Works
Aggregate 2" - 1-1/2" for Dry Works
Aggregate 3/4" - 3/8" for Dry Works

Crushed Aggregates 2 1/2" down
Coarse Sand For Cement Works

S. No. District Quarry Code Quarry Name Easting Northing
Coarse Sand for Asphalt Works

Fine Sand For Cement Works
Fine Sand for Asphalt Works
Coarse Sand for Dry Works

Stone Random Class "C"
Stone Random Class "D"

Stone Random Class "A"
Stone Random Class "B"
Fine Sand for Dry Works

Granular Sub Base (A)
Granular Sub Base (B)

Stone Dressed
Rock (50 Kgs)
Works
Works
Works
1 Bannu KPK-001 Doha Nullah Quarry 70°40'1.76" 33° 0'32.25"                                   
2 Bannu KPK-002 Kurram River Quarry 70°37'41.40" 32°59'54.00"                             
     
3 Lakki Marwat KPK-011 Pezu Nullah Quarry 70°44'14.00" 32° 18'25.00"                                   
4 North Waziristan KPK-021 API Bypass Tall Road Nullah Quarry 70°16'15.64" 32°59'44.40"                             
     
5 North Waziristan KPK-022 Razmak Mor Quarry 70° 6'57.00" 32°58'14.59"                             
     
6 D.I.Khan KPK-031 Chunda Hills Quarry 70°43'51.00" 32°15'48.00"                             
     
7 D.I.Khan KPK-032 Daraban Nullah & Quarry 70°15'15.69" 31°44'37.38"                             
     
8 D.I.Khan KPK-033 Paniala Sand Quarry 70°52'21.00" 32°14'45.00"                                   
9 D.I.Khan KPK-034 Yark Sand Area 70°48'48.28" 32° 6'48.70"                                   
10 Tank KPK-041 Chunda Hills (Tank ) Quarry 70°43'51.00" 32°15'48.00"                             
     
11 Abbottabad KPK-051 Aziz Abad Nullah Quarry 73°19'8.00" 34° 8'45.00"                             
     
12 Abbottabad KPK-052 Dohtar Quarry 73°15'6.00" 34° 8'10.00"                             
     
13 Abbottabad KPK-053 Ilyasi Mosque Kakul 73°15'34.13" 34°10'22.61"                             
     
14 Abbottabad KPK-054 Kala Pull (Choona Road) 73°14'44.00" 34° 9'16.00"                             
     
15 Abbottabad KPK-055 Khan Da Khouh Quarry 73° 1'56.29" 34°11'15.00"                             
     
16 Abbottabad KPK-056 Nadi Dor Nullah 73° 9'3.86" 34° 3'38.34"                             
     
17 Abbottabad KPK-057 Uchara Ghumawan 73°16'33.72" 34° 9'55.73"                             
     
18 Abbottabad KPK-058 Nardubba Quarry 73°16'58.75" 34° 9'41.78"                             
     
19 Battagram KPK-061 Kuzabanda - Srai Khwar Quarry 73° 1'50.56" 34°36'57.76"                             
     
20 Haripur KPK-071 Baldair Nullah (Dor Nadi) 73° 4'37.80" 34° 0'12.50"                             
     
21 Haripur KPK-072 Tarnawa Quarry 72°53'56.52" 33°47'38.10"                             
     
22 Haripur KPK-073 Khanpur Quarry 72°53'22.80" 33°48'31.32"                             
     
23 Mansehra KPK-091 Malikpur-Siran River Quarry 73°09'14.51" 34°25'13.04"                                   
24 Mansehra KPK-092 Icher Nullah Quarry 73°13'0.00" 34°23'30.00"                                
  
25 Mansehra KPK-093 Kanhar River Right Quarry 73°21'56.00" 34°25'18.00"                                   
26 Mansehra KPK-094 Kotkey Nullah Bank Quarry 73°14'38.59" 34°20'51.72"                             
     
27 Mansehra KPK-095 Parehna Quarry 73° 4'56.81" 34°21'27.90"                             
     
28 Hangu KPK-111 Baber Mela Quarry 71° 7'44.93" 33°33'16.30"                             
     
29 Karak KPK-121 Bahadar Khel Hills Quarry 70°57'52.00" 33° 7'41.00"                             
     
30 Karak KPK-122 Chokara Shingle Deposits 71° 2'45.75" 33° 2'34.92"                             
     
31 Karak KPK-123 Methawala Nullah Quarry 71° 8'24.91" 33° 7'8.83"                             
     
32 Karak KPK-124 Soor Dag Quarry 70°56'53.00" 33° 6'52.00"                             
     
33 Karak KPK-125 Thakhtti Nasratti Nullah Quarry 71° 5'1.03" 33° 0'1.40"                                
  
34 Karak KPK-126 Zarki Nasratti Sand Deposits 71° 5'18.21" 33° 0'46.55"                                   
35 Kohat KPK-131 Babri Banda Hills Quarry 71°34'37.00" 33°33'13.00"                             
     
36 Kohat KPK-132 Gandiali Nullah Quarry 71°36'53.00" 33°30'57.00"                             
     
37 Kohat KPK-133 Raisan Nullah Quarry 71°11'35.00" 33°34'31.00"                             
     
38 Kohat KPK-134 Seni Gumbad Quarry 71°39'3.00" 33°30'11.00"                             
     
39 Kohat KPK-135 Tappi Quarry near Jarma Pull 71°27'44.00" 33°32'3.00"                             
     
40 Kohat KPK-136 Toghbala Quarry 71°31'54.00" 33°34'15.00"                             
     
41 Kohat KPK-137 Ukhurwal Nullah Quarry 71°30'3.00" 33°36'15.00"                             
     
42 Kohat Fr KPK-139 Darra Adam Khel 71°29'56.78" 33°42'15.15"                             
     
43 Bajaur Agency KPK-151 Bagori Nullah 71°21'15.00" 34°41'16.00"                             
     
44 Bajaur Agency KPK-152 Mandel Nullah 71°29'35.00" 34°42'33.00"                                   
45 Bajaur Agency KPK-153 Musa kus Nullah 71°32'21.85" 34°44'47.84"                             
     
46 Bajaur Agency KPK-154 Nawagai Nullah 71°17'21.00" 34°39'58.00"                             
     
47 Bajaur Agency KPK-155 Sheikh Kalay 71°25'39.70" 34°42'41.58"                             
     
48 Buner KPK-161 Chargazai Nullah Quarry 72°38'43.02" 34°31'42.00"                             
     
49 Buner KPK-162 Deewana Baba Quarry 72°34'8.59" 34°30'37.54"                             
     
50 Buner KPK-163 Left Bank of Jower Daggar Nullah Quarry 72°17'53.00" 34°34'17.00"                                
  
51 Buner KPK-164 Pir Abai Quarry 72°26'57.00" 34°31'6.00"                             
     
52 Buner KPK-165 Regga Quarry 72°27'54.01" 34°28'2.34"                             
     
53 Buner KPK-166 Shal Bandi Quarry 72°30'29.72" 34°30'46.33"                             
     
(xxxix)
LIST OF QUARRY
KHYBER PAKHTUNKHWA
CODES & DESCRIPTION OF MATERIAL
MR-015
MR-016
MR-017
MR-018
MR-019
MR-020
MR-021
MR-022
MS-001
MS-002
MS-003
MS-004
MS-005
MS-006
MS-007
MS-008
MS-009
MS-010
MS-011
MS-012
MS-013
MS-014
ME-023
ME-024
ME-025
ME-027
ME-028
MX-248
MX-249
MX-250
MX-251
MX-252
MX-253
MX-254
MX-255
Filler Material (Rock Dust) for Cement
Aggregate No. 4 - N0. 200 for Asphalt
Filler Material (Rock Dust) for Asphalt

Aggregate 1-1/2"-3/4" for Cement Works
Aggregate 3/8"- No. 4 for Asphalt Works

Aggregate 1-1/2"-3/4" for Asphalt Works
Aggregate 3/8"-No. 4 for Cement Works
Aggregate 2" - 1-1/2" for Asphalt Works
Aggregate 3/4" - 3/8" for Asphalt Works

Aggregate No.4-200 for Cement Works
Crushed / Natural Aggregate Base "A"
Crushed / Natural Aggregate Base "B"

Aggregate 2"-1-1/2" for Cement Works
Aggregate 3/4"-3/8" for Cement Works
Filler (Rock Dust) Material Dry Works

Aggregate No. 4 - N0. 200 Dry Works
Aggregate 3/8"- No. 4 for Dry Works
Aggregate 1-1/2"-3/4" for Dry Works
Aggregate 2" - 1-1/2" for Dry Works
Aggregate 3/4" - 3/8" for Dry Works

Crushed Aggregates 2 1/2" down
Coarse Sand For Cement Works

S. No. District Quarry Code Quarry Name Easting Northing
Coarse Sand for Asphalt Works

Fine Sand For Cement Works
Fine Sand for Asphalt Works
Coarse Sand for Dry Works

Stone Random Class "C"
Stone Random Class "D"

Stone Random Class "A"
Stone Random Class "B"
Fine Sand for Dry Works

Granular Sub Base (A)
Granular Sub Base (B)

Stone Dressed
Rock (50 Kgs)
Works
Works
Works
54 Buner KPK-167 Tor Warsak Quarry 72°22'30.00" 34°30'35.00"                             
     
55 Chitral KPK-171 Syed Abad Nullah 71°45'60.00" 35°41'4.00"                                   
56 Dir Lower KPK-181 Gulabad Nullah Quarry 72° 1'47.00" 34°41'29.00"                                
  
57 Dir Lower KPK-182 Kotki Nullah Quarry 71°45'45.00" 34°47'33.00"                             
     
58 Dir Lower KPK-183 Left Bank of Ouch Nullah Quarry 71°59'45.00" 34°43'47.00"                                   
59 Dir Upper KPK-187 Lowari Quarry 71°50'7.00" 35°18'50.00"                             
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60 Malakand KPK-191 Allah Dand Dheri 72° 2'18.00" 34°36'51.00"                             
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61 Shangla KPK-201 Alpuri Nullah 72°39'35.00" 34°53'57.00"                             
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62 Shangla KPK-202 Khan Khuar 72°45'26.50" 34°54'44.31"                             
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63 Shangla KPK-203 R.H.S Indus River 72°59'49.00" 34°49'19.00"                                   
64 Swat KPK-211 Darai Nullah 72°17'55.88" 34°47'55.61"                                   
65 Swat KPK-212 Aqba Quarry 72°21'54.00" 34°44'25.00"                             
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66 Swat KPK-213 Dadhara Quarry 72°15'35.00" 34°43'37.00"                             
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67 Swat KPK-214 Darmai Nullah Quarry 72°26'41.71" 35° 4'42.39"                             
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68 Swat KPK-215 Drush khela Quarry 72°27'14.00" 35° 0'2.00"                                
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69 Swat KPK-216 Left Bank of Swat River 72°20'46.00" 34°47'31.50"                                
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70 Swat KPK-217 Madyan Quarry 72°32'7.08" 35° 8'35.95"                             
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71 Swat KPK-218 Matta Quarry 72°27'23.10" 34°56'29.23"                             
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72 Swat KPK-219 Right Bank of Swat River 72°20'39.00" 34°47'44.00"                                
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73 Swat KPK-220 Shamozai Nullah Quarry 72° 8'11.00" 34°40'55.00"                             
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74 Swat KPK-221 Shin Nullah Quarry 72°27'57.84" 35° 1'7.24"                             
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75 Swat KPK-222 Tangu Quarry 72°30'1.00" 35° 5'46.00"                             
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76 Swat KPK-223 Khwaza Khela Road Nullah Plant 72°30'20.79" 34°55'40.37"                                
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77 Mardan KPK-231 Baizo Quarry 72° 2'11.08" 34°30'12.77"                             
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78 Mardan KPK-232 Ismailia Quarry 72°13'37.00" 34°14'19.00"                             
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79 Mardan KPK-233 Katlung Quarry 72° 7'16.94" 34°22'56.56"                             
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80 Mardan KPK-234 Sawal Dher 72° 7'32.80" 34°20'16.20"                             
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81 Swabi KPK-241 Baja Hills Quarry 72°31'36.00" 34° 7'16.00"                             
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82 Swabi KPK-242 Maneri Bala Quarry 72°28'11.32" 34° 9'20.91"                             
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83 Swabi KPK-243 Shagai Nullah Quarry 72°13'12.00" 33°57'23.00"                                   
84 Swabi KPK-244 Totali Nullah Quarry 72°28'4.00" 34°10'39.00"                             
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85 Swabi KPK-245 Tarako,Ghundai(Hill) 72°25'11.70" 34°13'11.12"                             
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86 Charsadda KPK-251 Khiali River Quarry 71°34'15.87" 34°19'39.84"                                   
87 Charsadda KPK-252 Palai Quarry 71°40'56.18" 34°25'16.96"                             
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88 Charsadda KPK-253 Shab Qadar Nullah Quarry 71°31'37.00" 34°13'17.00"                             
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89 Charsadda KPK-254 Subhan Nullah Quarry 71°32'48.00" 34°12'14.00"                             
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90 Charsadda KPK-255 Tangi Nullah 71°38'24.00" 34°19'52.00"                             
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91 Khyber Agency KPK-261 Charwazgai Nullah 71°11'41.00" 34° 4'3.00"                             
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92 Khyber Agency KPK-262 Malkano Kay 71°23'48.51" 33°59'45.34"                             
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93 Khyber Agency KPK-263 Saddu Khail Nullah 71°13'24.45" 34° 3'28.50"                             
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94 Khyber Agency KPK-264 Sur Qammar Quarry' 71°19'25.00" 34° 0'30.00"                             
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95 Mohmand Agency KPK-271 Kata Khushta 71°15'22.00" 34°23'16.00"                             
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96 Mohmand Agency KPK-272 Prang Ghaar 71°35'41.49" 34°26'0.14"                             
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97 Nowshera KPK-281 Centre of Kuklai Nullah Quarry 71°49'35.44" 33°50'44.65"                             
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98 Nowshera KPK-282 Dhairi Khatti Khel Nullah 72° 3'0.04" 34° 0'7.68"                             
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99 Nowshera KPK-283 Misery Banda Quarry 72° 6'26.00" 34° 0'49.00"                             
     
100 Nowshera KPK-284 Mughalki Quarry 72° 9'49.00" 34° 1'31.00"                             
     
101 Nowshera KPK-285 Muslim Khan Sand Quarry 71°50'9.00" 33°56'38.00"                                   
102 Nowshera KPK-286 Pir Saabak Quarry 72° 2'46.00" 34° 1'31.00"                             
     
103 Nowshera KPK-287 Right Bank of Babu Nullah Quarry 71°58'11.00" 34° 0'6.00"                                   
104 Nowshera KPK-288 Khaisari Quarry 71°55'33.24" 33°54'7.91"                             
     
105 Peshawar KPK-291 Bahadar Kaley 71°32'39.00" 33°57'47.00"                             
     
(xl)
ISLAMABAD
COMPOSITE SCHEDULE OF RATES-2021
KHYBER PAKHTUNKHWA
NAME OF DISTRICTS
KHYBER PAKHTUNKHWA
S/N NAME OF DISTRICT DISTRICT CODE
1 ABBOTTABAD 1
2 BAJAUR AGENCY 9
3 BANNU 10
4 BATTAGRAM 12
5 BUNER 15
6 CHARSADDA 18
7 CHITRAL 20
8 D.I.KHAN 24
9 BANNU FR 27
10 DI KHAN FR 28
11 KOHAT FR 29
12 LAKKI MARWAT FR 30
13 PESHAWAR FR 31
14 TANK FR 32
15 HANGU 41
16 HARIPUR 42
17 KARAK 60
18 KHYBER AGENCY 70
19 KOHAT 73
20 KURRAM AGENCY 77
21 LAKKI MARWAT 79
22 DIR LOWER 86
23 KOHISTAN LOWER 87
24 MALAKAND 88
25 MANSEHRA 91
26 MARDAN 92
27 MOHMAND AGENCY 98
28 NORTH WAZIRISTAN 109
29 NOWSHERA 110
30 ORAKZAI AGENCY 113
31 PESHAWAR 116
32 SHANGLA 128
33 SOUTH WAZIRISTAN 137
34 SWABI 141
35 SWAT 142
36 TANK 145
37 TORGHAR 149
38 DIR UPPER 151
39 KOHISTAN UPPER 152
Page 1 of 508
ISLAMABAD
ABBOTABAD
Page 2 of 508
CLIENT: CONSULTANTS:
CSR - 2021 PRIME ENGINEERING TESTING CONSULTANTS
ISLAMABAD REPUBLIC ENGINEERING CORPORATION (JV)
Summary of Rate Analysis

Province: KPK
District: ABBOTTABAD
Item No. Description Unit Manpower Equipment Material OH-Profit Rate (Rs)
101 CLEARING AND GRUBBING Sq.m 2.03 19.90 - 5.48 27.41
102a REMOVAL OF TREES 150 - 300 mm GIRTH Each 51.94 558.77 31.59 160.57 802.86
102b REMOVAL OF TREES 301 - 600 mm GIRTH Each 95.94 867.51 142.12 276.39 1,381.96
102c REMOVAL OF TREES 600 mm OR OVER GIRTH Each 460.50 1,834.85 757.98 763.33 3,816.66
103 STRIPPING Cu.m 10.88 271.60 - 70.62 353.10
104 COMPACTION OF NATURAL GROUND Sq.m 1.88 19.28 1.76 5.73 28.64
106a EXCAVATE UNSUITABLE COMMON MATERIAL Cu.m 16.72 309.06 - 81.45 407.23
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL Cu.m 59.16 809.82 38.35 226.83 1,134.15
106bii EXCAVATE UNSUITABLE MEDIUM ROCK MATERIAL Cu.m 44.37 635.33 - 169.93 849.63
106biii EXCAVATE UNSUITABLE SOFT ROCK MATERIAL Cu.m 34.37 451.74 - 121.53 607.64
106c EXCAVATE SURPLUS COMMON MATERIAL Cu.m 16.72 309.06 - 81.45 407.23
106di EXCAVATE SURPLUS HARD ROCK MATERIAL Cu.m 59.16 809.82 38.35 226.83 1,134.15
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL Cu.m 44.37 635.33 - 169.93 849.63
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL Cu.m 34.37 451.74 - 121.53 607.64
107a STRUCTURAL EXCAVATION IN COMMON MATERIAL Cu.m 32.85 282.75 - 78.90 394.50
107b STRUCTURAL EXCAVATION IN COMMON MATERIAL Cu.m 227.25 704.41 210.14 285.45 1,427.26
BELOW WATER LEVEL (WHERE DEWATERING IS
PERFORMED BY PUMP FOR STRUCTURES ONLY)
107ci STRUCTURAL EXCAVATION IN HARD ROCK Cu.m 59.16 800.22 38.35 224.43 1,122.15
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK Cu.m 44.44 625.60 - 167.51 837.55
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK Cu.m 34.37 442.09 - 119.12 595.58
MATERIAL
107d GRANULAR BACKFILL Cu.m 132.75 292.32 869.79 323.72 1,618.58
107e COMMON BACK FILL Cu.m 103.50 122.64 11.70 59.46 297.30
108a FORMATION OF EMBANKMENT FROM ROADWAY Cu.m 30.90 317.89 11.70 90.12 450.61
EXCAVATION IN COMMON MATERIAL
108bi FORMATION OF EMBANKMENT FROM ROADWAY Cu.m 70.78 1,002.72 38.35 277.96 1,389.81
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY Cu.m 54.04 816.27 11.70 220.50 1,102.51
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMATION OF EMBANKMENT FROM ROADWAY Cu.m 47.31 623.08 11.70 170.52 852.61
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW Cu.m 30.38 301.26 60.13 97.94 489.71
108d FORMATION OF EMBANKMENT FROM STRUCTURAL Cu.m 29.98 172.64 11.70 53.58 267.91
108e FORMATION OF EMBANKMENT FROM STRUCTURAL Cu.m 52.38 211.57 11.70 68.92 344.58
EXCAVATION IN ANY TYPE OF ROCK MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT Sq.m 5.64 81.50 3.51 22.66 113.31
Page 3 of 508

Province: KPK
109bi SUBGRADE PREPARATION IN EXISTING ROAD Sq.m 3.71 71.72 3.12 19.64 98.18
WITHOUT ANY FILL
110 IMPROVED SUB-GARDE (CBR>20%) Cu.m 27.37 330.49 299.58 164.36 821.81
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL Sq.m 3.33 22.87 1.76 6.99 34.94
114b DRESSING OF BERM WITH EXTRA MATERIAL Sq.m 4.75 23.28 11.20 9.81 49.04
201 GRANULAR SUBBASE Cu.m 43.02 270.69 1,019.05 333.19 1,665.95
202i AGGREGATE BASE COURSE (WITH PAVER) Cu.m 65.45 536.51 1,294.50 474.12 2,370.59
202ii AGGREGATE BASE COURSE (WITH GRADER) Cu.m 65.45 422.21 1,294.50 445.54 2,227.71
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS "A") Cu.m 223.41 1,907.13 13,266.39 3,849.23 19,246.16
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS "B") Cu.m 223.41 1,907.13 13,671.46 3,950.50 19,752.50
203c ASPHALTIC LEVELLING COURSE PLANT MIX (CLASS Cu.m 223.41 1,906.57 13,266.39 3,849.10 19,245.48
"A")
203d ASPHALTIC LEVELLING COURSE PLANT MIX (CLASS Cu.m 223.41 1,906.57 13,546.76 3,919.19 19,595.93
"B")
204b CEMENT STABILIZED BASE Cu.m 109.38 567.29 1,714.63 597.83 2,989.13
204c CEMENT CONTENT Ton 450.00 - 14,124.39 3,643.60 18,217.99
204d LIQUID ASPHALT FOR CURING SEAL, TYPE MC-250 Ton 926.25 2,207.48 110,108.74 28,310.62 141,553.09
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE SS- Ton 926.25 2,207.48 105,801.53 27,233.82 136,169.08
1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF Cu.m 377.19 143.38 1,226.04 436.65 2,183.25
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK- Cu.m 208.33 2,516.81 12,763.38 3,872.13 19,360.66
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE Cu.m 414.90 109.32 1,408.91 483.28 2,416.41
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) Sq.m 6.45 40.48 75.62 30.64 153.19
207b DEEP PATCHING (15-30 cm) Sq.m 6.45 40.48 75.62 30.64 153.19
208 REINSTATEMENT OF ROAD SURFACE Sq.m 7.23 110.63 0.98 29.71 148.55
209a BREAKING OF EXISTING ROAD PAVEMENT Cu.m 17.52 481.08 6.50 126.28 631.38
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT Sq.m 3.50 62.45 0.97 16.73 83.65
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME Sq.m 1.15 1.08 113.94 29.04 145.21
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME Sq.m 1.11 1.27 107.87 27.56 137.81
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK COAT Sq.m 0.46 0.73 46.40 11.90 59.49
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK Sq.m 0.46 0.73 43.14 11.08 55.40
COAT
304ai SINGLE SURFACE TREATMENT Sq.m 2.39 35.00 201.46 59.71 298.56
304aii SINGLE SURFACE TREATMENT W/O PRIME COAT Sq.m 2.39 34.24 128.83 41.37 206.83
304bi DOUBLE SURFACE TREATMENT Sq.m 3.92 42.38 408.98 113.82 569.10
Page 4 of 508

Province: KPK
304bii DOUBLE SURFACE TREATMENT W/O PRIME COAT Sq.m 3.92 41.43 336.36 95.43 477.14
304ci TRIPLE SURFACE TREATMENT Sq.m 7.14 46.94 482.94 134.26 671.29
304cii TRIPLE SURFACE TREATMENT W/O PRIME COAT Sq.m 7.14 45.94 410.18 115.82 579.08
304d SEAL COAT Sq.m 2.96 10.34 57.50 17.70 88.50
305a ASPHALTIC CONCRETE FOR WEARING COURSE Cu.m 196.19 1,997.41 14,273.93 4,116.89 20,584.43
(CLASS "A")
305b ASPHALTIC CONCRETE FOR WEARING COURSE Cu.m 196.19 1,997.41 14,584.60 4,194.55 20,972.75
(CLASS "B")
307a DENSE GRADED HOT BIT-MAC Cu.m 768.38 877.98 12,582.19 3,557.14 17,785.68
307b OPEN GRADED HOT BIT-MAC Cu.m 768.38 877.98 12,421.03 3,516.85 17,584.24
308a RECYCLING OF ASPHALT CONCRETE (0 - 60 mm Cu.m 115.07 1,540.02 3,349.43 1,251.13 6,255.66
THICK)
308b BITUMEN BINDER GRADE (40 - 50, 60 - 70, 80 - 100) Ton 300.00 1,334.40 102,647.39 26,070.45 130,352.25
309a COLD MILLING, 0 - 30 mm Sq.m 2.35 33.10 60.45 23.98 119.88
309b COLD MILLING, 0 - 50 mm Sq.m 4.66 54.43 100.22 39.83 199.14
309c COLD MILLING, 0 - 70 mm Sq.m 8.81 76.94 139.84 56.40 281.99
309d COLD MILLING, 0 - 100 mm Sq.m 10.16 103.88 200.80 78.71 393.55
309e COLD MILLING, 0 - 130 mm Sq.m 13.21 135.04 261.04 102.32 511.61
310a JOINTED PLAIN CONCRETE PAVEMENT (JPCP) Cu.m 387.00 3,664.40 11,997.27 4,012.17 20,060.84
USING MINIMUM 5000 PSI CLASS CONCRETE LAID
THROUGH CONCRETE PAVER INCLUDING
TRANSVERSE AND LONGITUDINAL JOINTS
FORMATION, EXPANSION CAPS AND FILLING WITH
SEALANT COMPLETE IN ALL RESPECTS
EXCLUDING REINFORCEMENT (DOWEL/TIE BARS)
401a1i CONCRETE CLASS "A1" (UNDERGROUND) Cu.m 1,284.38 2,616.95 7,068.95 2,742.57 13,712.86
401a1ii CONCRETE CLASS "A1" (ON GROUND) Cu.m 1,284.38 2,617.36 8,332.93 3,058.67 15,293.34
401a1iii CONCRETE CLASS "A1" (ELEVATED) Cu.m 1,284.38 2,616.95 8,752.58 3,163.48 15,817.40
401a2 ii CONCRETE CLASS "A2" (ON GROUND) Cu.m 1,284.38 2,720.06 8,849.96 3,213.60 16,068.00
401b CONCRETE CLASS "B" Cu.m 1,643.76 1,278.62 5,647.00 2,142.34 10,711.71
401ci CONCRETE CLASS "C" (UNDERGROUND) Cu.m 1,235.01 2,729.21 6,576.38 2,635.15 13,175.75
401cii CONCRETE CLASS "C" (ON GROUND) Cu.m 1,271.26 2,731.99 7,850.09 2,963.34 14,816.69
401ciii CONCRETE CLASS "C" (ELEVATED) Cu.m 1,271.26 2,728.28 8,260.01 3,064.89 15,324.44
401di CONCRETE CLASS "D1" Cu.m 2,002.51 2,882.69 11,289.79 4,043.75 20,218.74
401dii CONCRETE CLASS "D2" Cu.m 2,002.51 2,883.16 12,121.29 4,251.74 21,258.70
Page 5 of 508

Province: KPK
401diii CONCRETE CLASS "D3" Cu.m 2,002.51 2,883.16 12,793.88 4,419.89 22,099.44
401e CONCRETE CLASS "Y" Cu.m 1,284.38 1,693.48 9,073.43 3,012.82 15,064.11
401f LEAN CONCRETE Cu.m 1,075.51 982.65 4,266.24 1,581.10 7,905.51
401gi PRECAST CONCRETE CLASS "A1" Cu.m 3,048.77 1,401.16 8,069.89 3,129.96 15,649.78
401gii PRECAST CONCRETE CLASS "A3" Cu.m 3,048.77 1,401.16 9,080.69 3,382.65 16,913.26
401giii PRECAST CONCRETE CLASS "B" Cu.m 3,048.77 1,711.49 6,739.71 2,874.99 14,374.96
401giv PRECAST CONCRETE CLASS "D1" Cu.m 2,172.83 2,883.16 11,348.27 4,101.06 20,505.31
401gv PRECAST CONCRETE CLASS "D2" Cu.m 2,172.83 2,883.16 12,179.77 4,308.94 21,544.69
401gvi PRECAST CONCRETE CLASS "D3" Cu.m 2,172.83 2,883.16 12,852.36 4,477.09 22,385.43
401h PLUM CONCRETE WITH 30% STONES Cu.m 1,451.26 1,223.16 4,148.03 1,705.61 8,528.06
404a REINFORCEMENT AS per AASHTO M-31 GRADE 40 Ton 5,886.00 730.49 182,976.55 47,398.26 236,991.30
404 b REINFORCEMENT AS per AASHTO M-31 GRADE 60 Ton 5,886.00 730.49 187,176.55 48,448.26 242,241.30
404h REINFORCEMENT (STRUCTURAL SHAPES) AS PER Ton 3,254.40 1,652.27 213,987.34 54,723.50 273,617.51
ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8" - 1/2" DIA Ton 7,290.00 6,933.13 359,688.42 93,477.89 467,389.44
COMPLETE IN ALL RESPECT
405b LAUNCHING OF GIRDER Ton 225.00 1,059.13 - 321.03 1,605.16
406a PREMOULDED JOINT FILLER 12 mm THICK WITH Sq.m 415.00 - 1,585.35 500.09 2,500.45
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK Sq.m 280.00 - 4,089.39 1,092.35 5,461.74
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (LOCAL-MAKE), AS PER Kg 29.22 3.62 248.08 70.23 351.15
DESIGN
406cii 50 mm EXPANSION JOINT-NOSING TYPE WITH TWO M 1,012.50 - 48,794.43 12,451.73 62,258.66
ALUMINIUM ALLOY SECTIONS AND ELASTOMERIC
PROFILE IMPORTED (EUROPEAN/AMERICAN MAKE)
406ciii 50 mm EXPANSION JOINT-NOSING TYPE WITH TWO M 1,012.50 - 44,294.43 11,326.73 56,633.66
PROFILE IMPORTED (ASIAN MAKE)
406civ 110 mm EXPANSION JOINT-CANTILEVER SAW M 1,012.50 - 140,653.37 35,416.47 177,082.34

TEETH WITH TWO ALUMINIUM ALLOY SECTIONS
IMPORTED (EUROPEAN/AMERICAN MAKE)
406cv 110 mm EXPANSION JOINT-CANTILEVER SAW M 1,012.50 - 115,668.05 29,170.14 145,850.69

IMPORTED (ASIAN MAKE)
406cvi 65 mm EXPANSION JOINT-NOSING-MOLDED M 1,012.50 - 43,546.63 11,139.78 55,698.91

VULCANIZED ELASTOMER SINGLE SECTION (ONE
PIECE, MONOBLOC) IMPORTED
(EUROPEAN/AMERICAN)
406cvii 65 mm EXPANSION JOINT-NOSING-MOLDED M 1,012.50 - 38,495.30 9,876.95 49,384.75

PIECE, MONOBLOC) IMPORTED (ASIAN MAKE)
Page 6 of 508

Province: KPK
406cviii 50 mm EXPANSION JOINT- TWO PROFILE ALLOY M 1,012.50 - 34,187.78 8,800.07 44,000.35
ALUMINIUM 6063 T 6 CONTINOUS CR PROFILE,
SOCKETS STUDS LOCAL (PAKISTAN MAKE),PSQCA
CERTIFIED
406cix 65 mm EXPANSION JOINT-W SECTION CR M 1,012.50 - 26,424.86 6,859.34 34,296.70

VULCANIZED MOLDED NOSING LOCAL (PAKISTAN
MAKE),PSQCA CERTIFIED
406cx 50 mm EXPANSION JOINT- INDIGENOUS TYPE 15MM M 1,012.50 - 32,019.59 8,258.02 41,290.11
THICK TWO VERTICAL STEEL PLATES WELDED
10MM THICK ROUND STEEL BARS LOCAL
(PAKISTAN MAKE),PSQCA CERTIFIED
406cxi 110 mm EXPANSION JOINT SAW TEETH FOUR M 1,012.50 - 106,007.00 26,754.88 133,774.38
PROFILE ALUMINUM ALLOY 6063-T6 CONTINOUS
CR PROFILE NOISE FREE LOCAL (PAKISTAN
406cxii 80 mm EXPANSION JOINT STEEL GRADE EN10025 M 945.00 - 68,890.93 17,458.98 87,294.91
SOUND ISOLATED SILENT TYPE WITH SINUS
PLATES IMPORTED (ASIAN MAKE)
406di PVC WATER STOPS 6" SIZE (12 mm THICK) M 247.50 - 983.16 307.67 1,538.33
406dii PVC WATER STOPS 8" SIZE (12 mm THICK) M 247.50 - 1,264.56 378.02 1,890.08
406e ELASTOMERIC BEARING PADS (ACCORDING TO Cu.cm 0.06 - 1.67 0.43 2.16
SIZE AND THICKNESS) LOCAL (PAKISTAN
406ei ELASTOMERIC BEARING PADS (ACCORDING TO Cu.cm 0.07 - 3.02 0.77 3.86
SIZE AND THICKNESS) IMPORTED (ASIAN MAKE)
406eii ELASTOMERIC BEARING PADS (ACCORDING TO Cu.cm 0.07 - 5.52 1.40 6.99
SIZE AND THICKNESS) IMPORTED
(EUROPEAN/AMERICAN MAKE)
406f ASPHALT FELT (3 PLY) Sq.m 97.88 - 470.73 142.15 710.76
407di CAST IN PLACE PILES UP TO 0.8 m DIA IN NORMAL M 525.33 4,063.19 375.28 1,240.95 6,204.74
SOIL (BORING ONLY)
407dii CAST IN PLACE PILES UP TO 0.8 m DIA IN GRAVEL M 1,249.84 5,258.53 482.73 1,747.78 8,738.89
STRATA (BORING ONLY)
407diii CAST IN PLACE PILES > 0.8 m UPTO 1 m DIA IN M 575.24 4,680.99 415.57 1,417.95 7,089.75
NORMAL SOIL (BORING ONLY)
407div CAST IN PLACE PILES > 0.8 m UPTO 1 m DIA IN M 1,442.74 6,203.49 583.45 2,057.42 10,287.10
GRAVEL STRATA (BORING ONLY)
407dv CAST IN PLACE PILES > 1 m UPTO 1.5 m DIA IN M 735.14 10,072.95 971.19 2,944.82 14,724.10
407dvi CAST IN PLACE PILES > 1 m UPTO 1.5 m DIA IN M 3,140.89 13,732.80 971.22 4,461.23 22,306.15
407dvii CAST IN PLACE PILES > 1.5 m UPTO 2 m DIA IN M 1,088.79 14,381.26 1,469.11 4,234.79 21,173.96
407dviii CAST IN PLACE PILES > 1.5 m UPTO 2 m DIA IN M 4,502.15 20,024.07 1,469.11 6,498.83 32,494.16
407ki CONFIRMATORY BORING IN SOIL STRATA (NX M 513.00 1,520.37 3,793.03 1,456.60 7,283.00
SIZE) INCLUDING TESTING AND REPORTING
407kii CONFIRMATORY BORING IN GRAVEL STRATA (NX M 1,026.00 3,005.47 2,903.01 1,733.62 8,668.11
Page 7 of 508

Province: KPK
407kiii CONFIRMATORY BORING IN ROCK STRATA (NX M 2,052.00 5,949.08 1,047.51 2,262.15 11,310.75
407s PILE LOAD TEST UPTO 550 TON Each 24,300.00 95,640.72 882,224.40 250,541.28 1,252,706.40
407t PILE LOAD TEST UPTO 800 TON Each 29,700.00 106,222.64 1,283,250.96 354,793.40 1,773,967.00
407u PILE LOAD TEST UPTO 1000 TON Each 29,700.00 106,222.64 1,604,106.24 435,007.22 2,175,036.10
407v PILE LOAD TEST UPTO 1200 TON Each 29,700.00 106,222.64 1,876,904.80 503,206.86 2,516,034.30
407w PILE LOAD TEST UPTO 1500 TON Each 29,700.00 106,222.64 2,271,102.64 601,756.32 3,008,781.60
407x PILE LOAD TEST UPTO 2000 TON Each 29,700.00 106,222.64 2,676,102.64 703,006.32 3,515,031.60
407y PILE LOAD TEST UPTO 2500 TON Each 29,700.00 129,617.84 3,081,102.64 810,105.12 4,050,525.60
407l PERMANENT PILE CASING FOR PILES Ton 1,850.63 8,235.74 228,229.79 59,579.04 297,895.20
410 BRICK WORK Cu.m 1,101.62 434.58 8,384.56 2,480.19 12,400.94
411a STONE MASONRY RANDOM DRY Cu.m 879.76 242.82 1,391.93 628.63 3,143.14
411b STONE MASONRY RANDOM WITH MORTAR Cu.m 936.01 342.84 3,307.11 1,146.49 5,732.45
411c STONE MASONRY DRESSED UNCOURSED DRY Cu.m 1,386.02 242.82 1,539.49 792.08 3,960.40
411d STONE MASONRY DRESSED UNCOURSED WITH Cu.m 1,633.52 342.84 3,381.05 1,339.35 6,696.76
MORTAR
411g ROLL POINTING Sq.m 184.95 23.13 170.48 94.64 473.20
412a STONE MASONRY DRESSED COURSED WITH Cu.m 2,117.28 516.28 3,381.05 1,503.65 7,518.26
MORTAR
501a R . C . C. PIPE CULVERT AASHTO-M 170 CLASS II M 363.38 1,239.40 1,239.90 710.67 3,553.34
DIA 310 mm
501b R . C . C. PIPE CULVERT AASHTO-M 170 CLASS II M 375.75 1,250.62 1,583.54 802.48 4,012.38
DIA 380 mm
501c R . C . C. PIPE CULVERT AASHTO-M 170 CLASS II M 609.75 1,267.44 2,556.92 1,108.53 5,542.65
DIA 460 mm
501d R . C . C. PIPE CULVERT AASHTO-M 170 CLASS II M 681.14 1,279.24 3,879.23 1,459.90 7,299.50
DIA 610 mm
501e R . C . C. PIPE CULVERT AASHTO-M 170 CLASS II M 756.82 1,260.65 6,300.62 2,079.52 10,397.61
DIA 760 mm
501f R . C . C. PIPE CULVERT AASHTO-M 170 CLASS II M 874.43 1,318.56 9,492.54 2,921.39 14,606.93
DIA 910 mm
501g R . C . C. PIPE CULVERT AASHTO-M 170 CLASS II M 1,013.83 1,485.31 10,366.72 3,216.47 16,082.33
DIA 1070 mm
501h R . C . C. PIPE CULVERT AASHTO-M 170 CLASS II M 1,231.07 1,674.97 12,544.68 3,862.68 19,313.41
DIA 1220 mm
501i R . C . C. PIPE CULVERT AASHTO-M 170 CLASS II M 1,586.25 1,966.62 25,089.90 7,160.69 35,803.46
DIA 1520 mm
501j R . C . C. PIPE CULVERT AASHTO-M 170 CLASS IV M 363.38 1,239.40 1,756.50 839.82 4,199.09
DIA 310 mm
501k R . C . C. PIPE CULVERT AASHTO-M 170 CLASS IV M 375.75 1,250.62 2,157.54 945.98 4,729.88
DIA 380 mm
Page 8 of 508

Province: KPK
501l R . C . C. PIPE CULVERT AASHTO-M 170 CLASS IV M 609.75 1,267.44 2,884.92 1,190.53 5,952.65
DIA 460 mm
501m R . C . C. PIPE CULVERT AASHTO-M 170 CLASS IV M 681.14 1,279.24 4,535.23 1,623.90 8,119.50
DIA 610 mm
501n R . C . C. PIPE CULVERT AASHTO-M 170 CLASS IV M 756.82 1,260.65 7,940.62 2,489.52 12,447.61
DIA 760 mm
501o R . C . C. PIPE CULVERT AASHTO-M 170 CLASS IV M 874.43 1,318.56 12,362.54 3,638.89 18,194.43
DIA 910 mm
501p R . C . C. PIPE CULVERT AASHTO-M 170 CLASS IV M 1,013.83 1,485.31 14,466.72 4,241.47 21,207.33
DIA 1070 mm
501q R . C . C. PIPE CULVERT AASHTO-M 170 CLASS IV M 1,231.07 1,674.97 17,073.35 4,994.85 24,974.24
DIA 1220 mm
501r R . C . C. PIPE CULVERT AASHTO-M 170 CLASS IV M 1,586.25 1,966.62 30,952.87 8,626.44 43,132.18
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE PIPE Cu.m 366.00 220.05 857.67 360.93 1,804.65
CULVERT
502b CONCRETE CLASS "B" IN BEDDING AND Cu.m 1,853.76 980.30 5,647.00 2,120.26 10,601.31
ENCASEMENT CONCRETE PIPE CULVERT
507a STEEL WIRE MESH (9 SWG) FOR GABIONS Kg 18.94 - 240.43 64.84 324.21
507b ROCK FILL IN GABIONS Cu.m 360.00 - 773.45 283.36 1,416.81
508a BRICK PAVING (SINGLE COURSE) Sq.m 382.95 11.93 583.92 244.70 1,223.50
508b BRICK PAVING (DOUBLE COURSE) Sq.m 675.46 22.36 1,167.79 466.40 2,332.01
509a RIP RAP CLASS "A" Cu.m 1,118.71 100.72 839.53 514.74 2,573.70
509b RIP RAP CLASS "B" Cu.m 1,190.62 64.34 856.93 527.97 2,639.86
509c RIP RAP CLASS "C" Cu.m 1,248.76 51.29 881.51 545.39 2,726.96
509ci RIP RAP CLASS "D" (101 kg TO 150 kg) Cu.m 768.76 563.86 928.95 565.39 2,826.96
509d GROUTED RIP RAP CLASS "A" Cu.m 1,352.72 174.72 3,257.88 1,196.33 5,981.64
509e GROUTED RIP RAP CLASS "B" Cu.m 1,685.59 138.34 3,127.57 1,237.88 6,189.38
509f GROUTED RIP RAP CLASS "C" Cu.m 1,936.53 112.96 3,013.94 1,265.86 6,329.29
509fi GROUTED RIP RAP CLASS "D" (101 kg TO 150 kg) Cu.m 1,936.53 750.99 3,033.75 1,430.32 7,151.59
509g REINFORCED CONCRETE SLOPE PROTECTION 20 Cu.m 1,791.27 753.41 6,864.30 2,352.24 11,761.21
cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL Cu.m 190.23 280.44 857.07 331.94 1,659.68
510 DISMANTLING OF STRUCTURE AND Cu.m 645.75 789.43 - 358.80 1,793.98

OBSTRUCTIONS
511a1 DRY STONE PITCHING (15-20 cm THICK) Sq.m 301.50 69.38 148.10 129.75 648.73
511b1 GROUTED STONE PITCHING (15-20 cm THICK) WITH Sq.m 288.00 47.26 1,070.02 351.32 1,756.61
BITUMEN JOINTS
BITUMEN JOINTS
Page 9 of 508

Province: KPK
511b3 GROUTED STONE PITCHING (15-20 cm THICK) WITH Sq.m 264.38 81.95 657.47 250.95 1,254.75
PCC BANDS (PAID SEPERATLY)
511b4 GROUTED STONE PITCHING (20-25 cm THICK) Sq.m 302.15 93.66 812.55 302.09 1,510.45
WITHIN P.C.C. BANDS (PAID SEPERATELY)
513a FIBER GLASS REINFORCED POLYESTER GRATING Each 459.00 713.50 39,846.94 10,254.86 51,274.31
SIZE (600 mm X 600 mm) CLASS D 400 WITH FRAME
(IMPORTED)
513b FIBER GLASS REINFORCED POLYESTER GRATING Each 459.00 713.50 45,912.92 11,771.36 58,856.78
SIZE (876 mm X 603 mm) CLASS C 250 WITH FRAME
(IMPORTED)
601aii R.C.C. NEW JERSEY BARRIER (IN-SITU) FOR M 578.82 1,008.32 6,019.93 1,901.77 9,508.83
MEDIAN DOUBLE FACE 810 mm ABOVE GROUND
(INCL. REINFORCEMENT) - AS PER AMENDED
DRAWING
601aiii R.C.C. NEW JERSEY BARRIER (IN-SITU) FOR M 638.33 1,111.56 6,644.39 2,098.57 10,492.85
DRAWING
601aiv R.C.C. NEW JERSEY BARRIER (IN-SITU SLIP M 148.57 1,145.25 4,302.87 1,399.17 6,995.86
FORMED) FOR MEDIAN DOUBLE FACE 810 mm
ABOVE GROUND (INCL. REINFORCEMENT)-AS PER
AMENDED DRAWING
601av R.C.C. NEW JERSEY BARRIER (IN-SITU SLIP M 148.57 1,161.09 4,743.65 1,513.33 7,566.64
AMENDED DRAWING
601di PRECAST CURB IN CONCRETE CLASS A-1 OF SIZE M 96.30 111.00 960.70 292.00 1,460.01
450 x 150 mm INCL. BEDDING & HAUNCHING
601dii R.C.C. NEW JERSEY BARRIER (PRE-CAST) FOR M 249.30 492.62 8,488.81 2,307.68 11,538.41
(INCL. REINFORCEMENT)-AS PER AMENDED
DRAWING
601diii R.C.C. NEW JERSEY BARRIER (PRE-CAST) FOR M 249.30 476.35 9,280.30 2,501.49 12,507.44
DRAWING
603 BRICK EDGING M 32.63 - 117.50 37.53 187.66
604a METAL GUARD RAIL M 101.84 36.51 4,300.63 1,109.75 5,548.74
604b METAL GUARD RAIL END PIECES Each 337.50 138.76 3,790.05 1,066.58 5,332.89
604d STEEL POST FOR METAL GUARD RAIL Each 193.50 128.34 5,252.57 1,393.60 6,968.01
605a CONCRETE BEAM GUARDRAIL (INCL. Cu.m 4,558.54 474.10 29,517.30 8,637.49 43,187.43
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL Cu.m 4,558.54 474.10 29,423.48 8,614.03 43,070.14
REINFORCEMENT)
607ai TRAFFIC SIGN CAT 1i - 90 cm SIGN BOARD IN HIGH Each 1,005.01 386.26 15,824.33 4,303.90 21,519.49
INTENSITY REFLECTIVE SHEET LAMINATED ON 1.8
mm THICK G.I SHEET WITH G.I PIPE DIA 3'' AND
THICKNESS 8 GUAGE
607aii TRAFFIC SIGN CAT 1ii - 105 cm SIGN BOARD IN HIGH Each 1,005.01 386.26 17,903.96 4,823.81 24,119.03
THICKNESS 8 GUAGE
Page 10 of 508

Province: KPK
607aiii TRAFFIC SIGN CAT 1iii - 120 cm SIGN BOARD IN Each 1,005.01 386.26 20,022.96 5,353.56 26,767.78
HIGH INTENSITY REFLECTIVE SHEET LAMINATED
ON 1.8 mm THICK G.I SHEET WITH G.I PIPE DIA 3''
AND THICKNESS 8 GUAGE
607aiv TRAFFIC SIGN CAT 1i - 90 cm DIGITAL PRINTING Each 1,005.01 386.26 16,422.46 4,453.43 22,267.15
SIGN BOARD IN HIGH INTENSITY REFLECTIVE
SHEET LAMINATED ON 1.8 mm THICK G.I SHEET
WITH G.I PIPE DIA 3'' AND THICKNESS 8 GUAGE
607av TRAFFIC SIGN CAT 1ii - 105 CM DIGITAL PRINTING Each 1,005.01 386.26 18,706.06 5,024.33 25,121.65
607avi TRAFFIC SIGN CAT 1iii - 120 cm DIGITAL PRINTING Each 1,005.01 386.26 21,036.96 5,607.06 28,035.28
607bi TRAFFIC SIGN CAT 2i - 90 cm SIGN BOARD IN HIGH Each 1,110.01 259.63 20,031.25 5,350.22 26,751.11
THICKNESS 8 GUAGE
607bii TRAFFIC SIGN CAT 2ii - 105 cm SIGN BOARD IN HIGH Each 1,110.01 259.63 23,651.75 6,255.35 31,276.74
THICKNESS 8 GUAGE
607biii TRAFFIC SIGN CAT 2iii - 120 cm SIGN BOARD IN Each 1,110.01 259.63 27,187.75 7,139.35 35,696.74
607biv TRAFFIC SIGN CAT 2i - 90 cm DIGITAL PRINTING Each 1,110.01 259.63 21,044.60 5,603.56 28,017.80
607bv TRAFFIC SIGN CAT 2ii - 105 cm DIGITAL PRINTING Each 1,110.01 259.63 25,027.15 6,599.20 32,995.99
607bvi TRAFFIC SIGN CAT 2iii - 120 cm DIGITAL PRINTING Each 1,110.01 259.63 27,304.34 7,168.50 35,842.48
607ci TRAFFIC SIGN CAT 3A SIGN BOARD IN HIGH Each 1,110.01 467.55 25,242.72 6,705.07 33,525.34
THICKNESS 8 GUAGE
607cii TRAFFIC SIGN CAT 3A DIGITAL PRINTING SIGN Each 1,110.01 467.55 26,672.72 7,062.57 35,312.84
BOARD IN HIGH INTENSITY REFLECTIVE SHEET
LAMINATED ON 1.8 mm THICK G.I SHEET WITH G.I
PIPE DIA 3'' AND THICKNESS 8 GUAGE
Page 11 of 508

Province: KPK
607di TRAFFIC SIGN CAT 3B SIGN BOARD IN HIGH Each 1,110.01 467.55 43,437.05 11,253.65 56,268.25
THICKNESS 8 GUAGE
607dii TRAFFIC SIGN CAT 3B DIGITAL PRINTING SIGN Each 1,110.01 467.55 46,297.05 11,968.65 59,843.25
607ei TRAFFIC ROAD SIGN CATEGORY 3C (UP TO 3 Sq.m) - Sq.m 390.88 279.66 40,862.68 10,383.31 51,916.53
607eii TRAFFIC ROAD SIGN CATEGORY 3C (UP TO 5 Sq.m)- Sq.m 477.90 157.69 36,218.33 9,213.48 46,067.40
607eiii TRAFFIC ROAD SIGN CATEGORY 3C (UP TO 10 Sq.m 553.50 162.04 34,580.09 8,823.91 44,119.55
Sq.m)-SIGN BOARD IN HIGH INTENSITY REFLECTIVE
WITH G.I PIPE DIA 6'' THICKNESS AS PER
SCHEDULE 40
607eiv TRAFFIC ROAD SIGN CATEGORY 3C (UP TO 15 Sq.m 615.00 166.10 35,726.01 9,126.78 45,633.89
SCHEDULE 40
607ev TRAFFIC ROAD SIGN CATEGORY 3C (UP TO 3 sq.m) - Sq.m 390.88 279.66 36,862.68 9,383.31 46,916.53
DIGITAL PRINTING SIGN BOARD IN HIGH INTENSITY
REFLECTIVE SHEET LAMINATED ON 1.8 mm THICK
G.I SHEET WITH G.I PIPE DIA 4'' AND THICKNESS 8
GUAGE
607evi TRAFFIC ROAD SIGN CATEGORY 3C (UP TO 5 Sq.m)- Sq.m 477.90 157.69 32,218.33 8,213.48 41,067.40
GUAGE
607evii TRAFFIC ROAD SIGN CATEGORY 3C (UP TO 10 Sq.m 553.50 162.04 30,580.09 7,823.91 39,119.55
Sq.m)-DIGITAL PRINTING SIGN BOARD IN HIGH
mm THICK G.I SHEET WITH G.I PIPE DIA 6''
THICKNESS AS PER SCHEDULE 40
607eviii TRAFFIC ROAD SIGN CATEGORY 3C (UP TO 15 Sq.m 615.00 166.10 31,726.01 8,126.78 40,633.89
607fi ADDITIONAL PANEL SIZE 60 cm X 30 cm SIGN Each 508.50 - 4,680.00 1,297.13 6,485.63
LAMINATED ON 1.8 MM THICK G.I SHEET
607fii ADDITIONAL PANEL SIZE 60 cm X 30 cm DIGITAL Each 508.50 - 3,960.00 1,117.13 5,585.63
PRINTING SIGN BOARD IN HIGH INTENSITY
REFLECTIVE SHEET LAMINATED ON 1.8 MM THICK
G.I SHEET
Page 12 of 508

Province: KPK
607gi ADDITIONAL PANEL SIZE 90 cm X 30 cm SIGN Each 508.50 - 7,020.00 1,882.13 9,410.63
607gii ADDITIONAL PANEL SIZE 90 cm X 30 cm DIGITAL Each 508.50 - 5,940.00 1,612.13 8,060.63
G.I SHEET
607i PROVIDING AND FIXING ANTIGLARE SHIELD (200 Each 19.05 13.43 870.50 225.75 1,128.73
mm x 800 mm) MADE UP OF POLY-PROPYLENE
COPOLYMER MATERIAL GREEN COLOR UV
PROTECTED INCLUDING INSTALLATION WITH
ANCHOR BOLTS FIXED WITH EPOXY
608b1 PAVEMENT MARKING IN NON-REFLECTIVE CR M 4.32 3.37 30.04 9.43 47.16

PAINT FOR LINES OF 15 cm WIDTH
608b2 PAVEMENT MARKING IN NON-REFLECTIVE TP M 4.32 4.89 93.58 25.70 128.49

608c1 PAVEMENT MARKING IN NON-REFLECTIVE CR M 4.32 3.37 36.04 10.94 54.68

608c2 PAVEMENT MARKING IN NON-REFLECTIVE TP M 4.32 4.23 114.79 30.83 154.16

608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR Each 163.80 150.55 220.83 133.80 668.98
PAINT FOR 4 m ARROWS
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP Each 273.00 352.09 687.78 328.22 1,641.09
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.40 3.76 39.04 12.05 60.25
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.40 5.28 135.30 36.50 182.48
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.40 3.76 46.84 14.00 70.01
FOR LINES OF 20 CM WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.40 5.28 165.86 44.14 220.68
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT Each 163.80 150.55 327.91 160.57 802.83
FOR 4 m ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT Each 273.00 296.62 946.50 379.03 1,895.15
FOR 4 m ARROWS
608n1 PAVEMENT MARKING IN NON REFLECTIVE CR Each 81.90 75.28 366.45 130.91 654.53
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON REFLECTIVE TP Each 81.90 105.63 998.91 296.61 1,483.05
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT Each 81.90 75.28 476.25 158.36 791.78
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT Each 119.70 49.92 1,374.67 386.08 1,930.38
FOR STOP
609c REFLECTORISED ALUMINIUM PAVEMENT STUD Each 41.40 35.28 501.78 144.62 723.08
(RAISED PROFILE TYPE - SINGLE) 100 mm x100 mm
609ci REFLECTORISED PLASTIC PAVEMENT STUD Each 26.78 9.77 279.73 79.07 395.34
Page 13 of 508

Province: KPK
609d REFLECTORISED ALUMINIUM PAVEMENT STUD Each 41.40 35.28 601.78 169.62 848.08
(RAISED PROFILE TYPE - DOUBLE) 100 mm x100 mm
609di REFLECTORISED PLASTIC PAVEMENT STUD Each 26.78 9.77 304.73 85.32 426.59
610b RIGHT OF WAY MARKER AS PER AMENDED Each 293.25 232.72 1,492.19 504.54 2,522.71
DRAWING
610c KILOMETER POST Each 405.00 555.02 3,245.25 1,051.32 5,256.59
610d TEN KILOMETER POST Each 810.00 1,110.04 8,620.80 2,635.21 13,176.05
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 513.00 111.00 2,187.86 702.97 3,514.83
WITH PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M2
STANDARD
612a FURNISHING AND PLANTING OF TREES (LOCAL Each 479.73 1,114.97 19.00 403.43 2,017.14
INHABITANT ) INCL MAINTENANCE FOR 2 YEARS
613a SPRIGGING (INCL 2 MONTHS MAINTENANCE) Sq.m 16.86 21.97 28.45 16.82 84.10
613b SODDING (INCL 2 MONTHS MAINTENANCE) Sq.m 16.86 21.97 94.29 33.28 166.40
613c PLACING OF TOP SOIL USING SWEET EARTH Sq.m 1.61 4.71 34.07 10.10 50.49
613d MAINTENANCE OF SPRIGGING/SODDING PER SQM Sq.m/Month 5.56 8.67 3.00 4.31 21.55
PER ADDITIONAL MONTH
Page 14 of 508
ISLAMABAD
BAJAUR AGENCY
Page 15 of 508

Province: KPK
District: BAJAUR AGENCY
103 STRIPPING Cu.m 9.29 271.73 - 70.26 351.29
MATERIAL
MATERIAL
MATERIAL
107d GRANULAR BACKFILL Cu.m 113.46 292.49 1,157.16 390.78 1,953.89
Page 16 of 508

Province: KPK
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 17 of 508

Province: KPK
304d SEAL COAT Sq.m 2.53 10.36 58.37 17.82 89.08
(CLASS "A")
(CLASS "B")
THICK)
Page 18 of 508

Province: KPK
401f LEAN CONCRETE Cu.m 919.20 987.85 4,466.25 1,593.33 7,966.63
ASTM-A-36
DESIGN
406cii 50 mm EXPANSION JOINT-NOSING TYPE WITH TWO M 865.35 - 49,066.17 12,482.88 62,414.40
406ciii 50 mm EXPANSION JOINT-NOSING TYPE WITH TWO M 865.35 - 44,566.17 11,357.88 56,789.40
406civ 110 mm EXPANSION JOINT-CANTILEVER SAW M 865.35 - 141,301.89 35,541.81 177,709.05

406cv 110 mm EXPANSION JOINT-CANTILEVER SAW M 865.35 - 116,305.94 29,292.82 146,464.11

406cvi 65 mm EXPANSION JOINT-NOSING-MOLDED M 865.35 - 43,727.65 11,148.25 55,741.25

(EUROPEAN/AMERICAN)
406cvii 65 mm EXPANSION JOINT-NOSING-MOLDED M 865.35 - 38,657.19 9,880.64 49,403.18

Page 19 of 508

Province: KPK
406cviii 50 mm EXPANSION JOINT- TWO PROFILE ALLOY M 865.35 - 34,455.27 8,830.16 44,150.78
CERTIFIED
406cix 65 mm EXPANSION JOINT-W SECTION CR M 865.35 - 26,578.25 6,860.90 34,304.50

406cx 50 mm EXPANSION JOINT- INDIGENOUS TYPE 15MM M 865.35 - 32,401.87 8,316.81 41,584.03
406cxi 110 mm EXPANSION JOINT SAW TEETH FOUR M 865.35 - 106,787.30 26,913.16 134,565.81
SOIL (BORING ONLY)
407dv CAST IN PLACE PILES > 1 m UPTO 1.5 m DIA IN M 628.30 10,085.53 1,044.62 2,939.61 14,698.06
407dvi CAST IN PLACE PILES > 1 m UPTO 1.5 m DIA IN M 2,684.43 13,771.84 1,044.65 4,375.23 21,876.16
407dvii CAST IN PLACE PILES > 1.5 m UPTO 2 m DIA IN M 930.56 14,399.26 1,552.50 4,220.58 21,102.91
407kii CONFIRMATORY BORING IN GRAVEL STRATA (NX M 876.89 3,011.27 2,969.48 1,714.41 8,572.05
Page 20 of 508

Province: KPK
410 BRICK WORK Cu.m 941.51 435.12 9,206.53 2,645.79 13,228.95
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
501g R . C . C. PIPE CULVERT AASHTO-M 170 CLASS II M 866.48 1,486.57 10,754.23 3,276.82 16,384.11
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 21 of 508

Province: KPK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
501p R . C . C. PIPE CULVERT AASHTO-M 170 CLASS IV M 866.48 1,486.57 14,854.23 4,301.82 21,509.11
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE PIPE Cu.m 312.81 223.24 1,124.87 415.23 2,076.15
CULVERT
509a RIP RAP CLASS "A" Cu.m 956.12 100.77 939.62 499.13 2,495.64
509ci RIP RAP CLASS "D" (101 kg TO 150 kg) Cu.m 657.03 564.11 1,049.34 567.62 2,838.10
509h FILTER LAYER OF GRANULAR MATERIAL Cu.m 162.58 280.60 1,122.56 391.43 1,957.16

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 22 of 508

Province: KPK
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 130.37 39.56 197.81
REINFORCEMENT)
REINFORCEMENT)
607ai TRAFFIC SIGN CAT 1i - 90 cm SIGN BOARD IN HIGH Each 858.94 388.55 16,027.33 4,318.71 21,593.53
THICKNESS 8 GUAGE
607aii TRAFFIC SIGN CAT 1ii - 105 cm SIGN BOARD IN HIGH Each 858.94 388.55 18,121.83 4,842.33 24,211.65
THICKNESS 8 GUAGE
Page 23 of 508

Province: KPK
607aiii TRAFFIC SIGN CAT 1iii - 120 cm SIGN BOARD IN Each 858.94 388.55 20,240.83 5,372.08 26,860.40
607aiv TRAFFIC SIGN CAT 1i - 90 cm DIGITAL PRINTING Each 858.94 388.55 16,625.46 4,468.24 22,341.19
607av TRAFFIC SIGN CAT 1ii - 105 CM DIGITAL PRINTING Each 858.94 388.55 18,923.93 5,042.86 25,214.28
607avi TRAFFIC SIGN CAT 1iii - 120 cm DIGITAL PRINTING Each 858.94 388.55 21,254.83 5,625.58 28,127.90
607bi TRAFFIC SIGN CAT 2i - 90 cm SIGN BOARD IN HIGH Each 948.68 260.09 20,249.72 5,364.62 26,823.11
THICKNESS 8 GUAGE
607bii TRAFFIC SIGN CAT 2ii - 105 cm SIGN BOARD IN HIGH Each 948.68 260.09 23,870.22 6,269.75 31,348.74
THICKNESS 8 GUAGE
607biii TRAFFIC SIGN CAT 2iii - 120 cm SIGN BOARD IN Each 948.68 260.09 27,406.22 7,153.75 35,768.74
607biv TRAFFIC SIGN CAT 2i - 90 cm DIGITAL PRINTING Each 948.68 260.09 21,263.07 5,617.96 28,089.80
607bv TRAFFIC SIGN CAT 2ii - 105 cm DIGITAL PRINTING Each 948.68 260.09 25,245.62 6,613.60 33,067.99
607bvi TRAFFIC SIGN CAT 2iii - 120 cm DIGITAL PRINTING Each 948.68 260.09 27,528.37 7,184.29 35,921.43
607ci TRAFFIC SIGN CAT 3A SIGN BOARD IN HIGH Each 948.68 469.17 25,512.62 6,732.62 33,663.09
THICKNESS 8 GUAGE
607cii TRAFFIC SIGN CAT 3A DIGITAL PRINTING SIGN Each 948.68 469.17 26,942.62 7,090.12 35,450.59
Page 24 of 508

Province: KPK
607di TRAFFIC SIGN CAT 3B SIGN BOARD IN HIGH Each 948.68 469.17 43,726.08 11,285.98 56,429.91
THICKNESS 8 GUAGE
607dii TRAFFIC SIGN CAT 3B DIGITAL PRINTING SIGN Each 948.68 469.17 46,586.08 12,000.98 60,004.91
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 25 of 508

Province: KPK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON REFLECTIVE TP Each 70.00 105.82 1,005.69 295.38 1,476.89
PAINT FOR STOP
FOR STOP
FOR STOP
Page 26 of 508

Province: KPK
DRAWING
STANDARD
Page 27 of 508
ISLAMABAD
BANNU
Page 28 of 508

Province: KPK
District: BANNU
103 STRIPPING Cu.m 9.29 271.24 - 70.14 350.68
MATERIAL
MATERIAL
MATERIAL
108bi FORMATION OF EMBANKMENT FROM ROADWAY Cu.m 60.49 999.10 38.53 274.53 1,372.65
Page 29 of 508

Province: KPK
District: BANNU
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 30 of 508

Province: KPK
District: BANNU
304d SEAL COAT Sq.m 2.53 10.29 56.61 17.36 86.79
(CLASS "A")
(CLASS "B")
THICK)
Page 31 of 508

Province: KPK
District: BANNU
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 32 of 508

Province: KPK
District: BANNU
CERTIFIED

SOIL (BORING ONLY)
Page 33 of 508

Province: KPK
District: BANNU
410 BRICK WORK Cu.m 941.51 433.09 8,391.61 2,441.55 12,207.76
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 34 of 508

Province: KPK
District: BANNU
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 35 of 508

Province: KPK
District: BANNU
(IMPORTED)
(IMPORTED)
601aii R.C.C. NEW JERSEY BARRIER (IN-SITU) FOR M 494.70 999.83 6,044.02 1,884.64 9,423.20
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 117.50 36.35 181.74
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 36 of 508

Province: KPK
District: BANNU
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 37 of 508

Province: KPK
District: BANNU
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 38 of 508

Province: KPK
District: BANNU
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 39 of 508

Province: KPK
District: BANNU
DRAWING
STANDARD
Page 40 of 508
ISLAMABAD
BATTAGRAM
Page 41 of 508

Province: KPK
District: BATTAGRAM
103 STRIPPING Cu.m 10.88 271.67 - 70.64 353.19
MATERIAL
MATERIAL
MATERIAL
Page 42 of 508

Province: KPK
District: BATTAGRAM
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 43 of 508

Province: KPK
District: BATTAGRAM
304d SEAL COAT Sq.m 2.96 10.35 57.72 17.76 88.79
(CLASS "A")
(CLASS "B")
THICK)
Page 44 of 508

Province: KPK
District: BATTAGRAM
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 45 of 508

Province: KPK
District: BATTAGRAM
CERTIFIED

SOIL (BORING ONLY)
Page 46 of 508

Province: KPK
District: BATTAGRAM
410 BRICK WORK Cu.m 1,101.62 434.86 8,748.00 2,571.12 12,855.60
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 47 of 508

Province: KPK
District: BATTAGRAM
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 48 of 508

Province: KPK
District: BATTAGRAM
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
601di PRECAST CURB IN CONCRETE CLASS A-1 OF SIZE M 96.30 111.03 1,002.38 302.43 1,512.13
DRAWING
DRAWING
603 BRICK EDGING M 32.63 - 121.25 38.47 192.34
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 49 of 508

Province: KPK
District: BATTAGRAM
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 50 of 508

Province: KPK
District: BATTAGRAM
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 51 of 508

Province: KPK
District: BATTAGRAM
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 52 of 508

Province: KPK
District: BATTAGRAM
DRAWING
STANDARD
Page 53 of 508
ISLAMABAD
BUNER
Page 54 of 508

Province: KPK
District: BUNER
103 STRIPPING Cu.m 10.88 271.53 - 70.60 353.00
MATERIAL
MATERIAL
MATERIAL
Page 55 of 508

Province: KPK
District: BUNER
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 56 of 508

Province: KPK
District: BUNER
304d SEAL COAT Sq.m 2.92 10.34 57.68 17.74 88.68
(CLASS "A")
(CLASS "B")
THICK)
Page 57 of 508

Province: KPK
District: BUNER
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 58 of 508

Province: KPK
District: BUNER
CERTIFIED

SOIL (BORING ONLY)
Page 59 of 508

Province: KPK
District: BUNER
410 BRICK WORK Cu.m 1,101.62 434.28 8,520.57 2,514.12 12,570.58
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 60 of 508

Province: KPK
District: BUNER
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 61 of 508

Province: KPK
District: BUNER
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 32.63 - 117.50 37.53 187.66
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 62 of 508

Province: KPK
District: BUNER
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 63 of 508

Province: KPK
District: BUNER
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 64 of 508

Province: KPK
District: BUNER
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 65 of 508

Province: KPK
District: BUNER
DRAWING
STANDARD
Page 66 of 508
ISLAMABAD
CHARSADDA
Page 67 of 508

Province: KPK
District: CHARSADDA
103 STRIPPING Cu.m 9.67 271.43 - 70.28 351.38
MATERIAL
MATERIAL
MATERIAL
Page 68 of 508

Province: KPK
District: CHARSADDA
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 69 of 508

Province: KPK
District: CHARSADDA
304d SEAL COAT Sq.m 2.63 10.33 57.34 17.58 87.89
(CLASS "A")
(CLASS "B")
THICK)
Page 70 of 508

Province: KPK
District: CHARSADDA
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 71 of 508

Province: KPK
District: CHARSADDA
CERTIFIED

SOIL (BORING ONLY)
Page 72 of 508

Province: KPK
District: CHARSADDA
407kiii CONFIRMATORY BORING IN ROCK STRATA (NX M 1,824.00 5,934.06 933.07 2,172.78 10,863.91
410 BRICK WORK Cu.m 979.20 433.86 8,381.42 2,448.62 12,243.10
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 73 of 508

Province: KPK
District: CHARSADDA
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 74 of 508

Province: KPK
District: CHARSADDA
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 29.00 - 117.50 36.63 183.13
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 75 of 508

Province: KPK
District: CHARSADDA
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 76 of 508

Province: KPK
District: CHARSADDA
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 77 of 508

Province: KPK
District: CHARSADDA
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 78 of 508

Province: KPK
District: CHARSADDA
DRAWING
STANDARD
Page 79 of 508
ISLAMABAD
CHITRAL
Page 80 of 508

Province: KPK
District: CHITRAL
103 STRIPPING Cu.m 9.29 271.74 - 70.26 351.30
MATERIAL
MATERIAL
MATERIAL
Page 81 of 508

Province: KPK
District: CHITRAL
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 82 of 508

Province: KPK
District: CHITRAL
304d SEAL COAT Sq.m 2.53 10.36 58.61 17.88 89.38
(CLASS "A")
(CLASS "B")
THICK)
Page 83 of 508

Province: KPK
District: CHITRAL
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 84 of 508

Province: KPK
District: CHITRAL
CERTIFIED

SOIL (BORING ONLY)
Page 85 of 508

Province: KPK
District: CHITRAL
410 BRICK WORK Cu.m 941.51 435.16 9,420.16 2,699.21 13,496.04
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 86 of 508

Province: KPK
District: CHITRAL
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 87 of 508

Province: KPK
District: CHITRAL
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 133.34 40.31 201.54
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 88 of 508

Province: KPK
District: CHITRAL
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 89 of 508

Province: KPK
District: CHITRAL
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 90 of 508

Province: KPK
District: CHITRAL
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 91 of 508

Province: KPK
District: CHITRAL
DRAWING
STANDARD
Page 92 of 508
ISLAMABAD
D.I.KHAN
Page 93 of 508

Province: KPK
District: D.I.KHAN
103 STRIPPING Cu.m 9.29 271.11 - 70.10 350.51
MATERIAL
MATERIAL
MATERIAL
Page 94 of 508

Province: KPK
District: D.I.KHAN
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 95 of 508

Province: KPK
District: D.I.KHAN
304d SEAL COAT Sq.m 2.53 10.28 56.28 17.28 86.38
(CLASS "A")
(CLASS "B")
THICK)
Page 96 of 508

Province: KPK
District: D.I.KHAN
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 97 of 508

Province: KPK
District: D.I.KHAN
CERTIFIED

SOIL (BORING ONLY)
Page 98 of 508

Province: KPK
District: D.I.KHAN
410 BRICK WORK Cu.m 941.51 432.56 8,414.31 2,447.10 12,235.48
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 99 of 508

Province: KPK
District: D.I.KHAN
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 100 of 508


Province: KPK
District: D.I.KHAN
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 117.50 36.35 181.74
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 101 of 508


Province: KPK
District: D.I.KHAN
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 102 of 508


Province: KPK
District: D.I.KHAN
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 103 of 508


Province: KPK
District: D.I.KHAN
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 104 of 508


Province: KPK
District: D.I.KHAN
DRAWING
STANDARD
Page 105 of 508

ISLAMABAD
BANNU FR
Page 106 of 508


Province: KPK
District: BANNU FR
103 STRIPPING Cu.m 9.29 271.36 - 70.16 350.81
MATERIAL
MATERIAL
MATERIAL
Page 107 of 508


Province: KPK
District: BANNU FR
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 108 of 508


Province: KPK
District: BANNU FR
304d SEAL COAT Sq.m 2.53 10.33 57.01 17.47 87.34
(CLASS "A")
(CLASS "B")
THICK)
Page 109 of 508


Province: KPK
District: BANNU FR
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 110 of 508


Province: KPK
District: BANNU FR
CERTIFIED

SOIL (BORING ONLY)
Page 111 of 508


Province: KPK
District: BANNU FR
410 BRICK WORK Cu.m 941.51 433.56 8,444.90 2,454.99 12,274.96
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 112 of 508


Province: KPK
District: BANNU FR
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 113 of 508


Province: KPK
District: BANNU FR
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 118.18 36.52 182.58
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 114 of 508


Province: KPK
District: BANNU FR
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 115 of 508


Province: KPK
District: BANNU FR
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 116 of 508


Province: KPK
District: BANNU FR
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 117 of 508


Province: KPK
District: BANNU FR
DRAWING
STANDARD
Page 118 of 508

ISLAMABAD
D.I.KHAN FR
Page 119 of 508


Province: KPK
District: DI KHAN FR
103 STRIPPING Cu.m 9.29 271.22 - 70.13 350.64
MATERIAL
MATERIAL
MATERIAL
Page 120 of 508


Province: KPK
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 121 of 508


Province: KPK
304d SEAL COAT Sq.m 2.53 10.29 56.66 17.37 86.85
(CLASS "A")
(CLASS "B")
THICK)
Page 122 of 508


Province: KPK
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 123 of 508


Province: KPK
CERTIFIED

SOIL (BORING ONLY)
Page 124 of 508


Province: KPK
410 BRICK WORK Cu.m 941.51 432.97 8,469.06 2,460.89 12,304.44
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 125 of 508


Province: KPK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 126 of 508


Province: KPK
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 118.18 36.52 182.58
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 127 of 508


Province: KPK
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 128 of 508


Province: KPK
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 129 of 508


Province: KPK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 130 of 508


Province: KPK
DRAWING
STANDARD
Page 131 of 508

ISLAMABAD
KOHAT FR
Page 132 of 508


Province: KPK
District: KOHAT FR
103 STRIPPING Cu.m 9.67 271.45 - 70.28 351.39
MATERIAL
MATERIAL
MATERIAL
Page 133 of 508


Province: KPK
District: KOHAT FR
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 134 of 508


Province: KPK
District: KOHAT FR
304d SEAL COAT Sq.m 2.63 10.33 57.25 17.56 87.78
(CLASS "A")
(CLASS "B")
THICK)
Page 135 of 508


Province: KPK
District: KOHAT FR
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 136 of 508


Province: KPK
District: KOHAT FR
CERTIFIED

SOIL (BORING ONLY)
Page 137 of 508


Province: KPK
District: KOHAT FR
410 BRICK WORK Cu.m 979.20 433.94 8,517.82 2,482.74 12,413.69
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 138 of 508


Province: KPK
District: KOHAT FR
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 139 of 508


Province: KPK
District: KOHAT FR
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 29.00 - 118.18 36.80 183.98
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 140 of 508


Province: KPK
District: KOHAT FR
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 141 of 508


Province: KPK
District: KOHAT FR
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 142 of 508


Province: KPK
District: KOHAT FR
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 143 of 508


Province: KPK
District: KOHAT FR
DRAWING
STANDARD
Page 144 of 508

ISLAMABAD
LAKKI MARWAT FR
Page 145 of 508


Province: KPK
District: LAKKI MARWAT FR
103 STRIPPING Cu.m 9.29 271.30 - 70.15 350.75
MATERIAL
MATERIAL
MATERIAL
Page 146 of 508


Province: KPK
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 147 of 508


Province: KPK
304d SEAL COAT Sq.m 2.53 10.32 56.63 17.37 86.85
(CLASS "A")
(CLASS "B")
THICK)
Page 148 of 508


Province: KPK
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 149 of 508


Province: KPK
CERTIFIED

SOIL (BORING ONLY)
Page 150 of 508


Province: KPK
410 BRICK WORK Cu.m 941.51 433.34 8,414.97 2,447.46 12,237.29
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 151 of 508


Province: KPK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 152 of 508


Province: KPK
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 118.18 36.52 182.58
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 153 of 508


Province: KPK
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 154 of 508


Province: KPK
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 155 of 508


Province: KPK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 156 of 508


Province: KPK
DRAWING
STANDARD
Page 157 of 508

ISLAMABAD
PESHAWAR FR
Page 158 of 508


Province: KPK
District: PESHAWAR FR
103 STRIPPING Cu.m 9.67 271.52 - 70.30 351.48
MATERIAL
MATERIAL
MATERIAL
Page 159 of 508


Province: KPK
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 160 of 508


Province: KPK
304d SEAL COAT Sq.m 2.63 10.34 57.42 17.60 87.99
(CLASS "A")
(CLASS "B")
THICK)
Page 161 of 508


Province: KPK
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 162 of 508


Province: KPK
CERTIFIED

SOIL (BORING ONLY)
Page 163 of 508


Province: KPK
410 BRICK WORK Cu.m 979.20 434.23 8,481.92 2,473.84 12,369.18
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 164 of 508


Province: KPK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 165 of 508


Province: KPK
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 29.00 - 118.18 36.80 183.98
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 166 of 508


Province: KPK
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 167 of 508


Province: KPK
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 168 of 508


Province: KPK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 169 of 508


Province: KPK
DRAWING
STANDARD
Page 170 of 508

ISLAMABAD
TANK FR
Page 171 of 508


Province: KPK
District: TANK FR
103 STRIPPING Cu.m 9.29 271.26 - 70.14 350.69
MATERIAL
MATERIAL
MATERIAL
Page 172 of 508


Province: KPK
District: TANK FR
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 173 of 508


Province: KPK
District: TANK FR
304d SEAL COAT Sq.m 2.53 10.29 56.77 17.40 87.00
(CLASS "A")
(CLASS "B")
THICK)
Page 174 of 508


Province: KPK
District: TANK FR
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 175 of 508


Province: KPK
District: TANK FR
CERTIFIED

SOIL (BORING ONLY)
Page 176 of 508


Province: KPK
District: TANK FR
410 BRICK WORK Cu.m 941.51 433.14 8,908.88 2,570.88 12,854.41
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 177 of 508


Province: KPK
District: TANK FR
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 178 of 508


Province: KPK
District: TANK FR
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 124.80 38.17 190.85
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 179 of 508


Province: KPK
District: TANK FR
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 180 of 508


Province: KPK
District: TANK FR
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 181 of 508


Province: KPK
District: TANK FR
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 182 of 508


Province: KPK
District: TANK FR
DRAWING
STANDARD
Page 183 of 508

ISLAMABAD
HANGU
Page 184 of 508


Province: KPK
District: HANGU
103 STRIPPING Cu.m 9.67 271.35 - 70.26 351.28
MATERIAL
MATERIAL
MATERIAL
Page 185 of 508


Province: KPK
District: HANGU
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 186 of 508


Province: KPK
District: HANGU
304d SEAL COAT Sq.m 2.63 10.33 57.05 17.50 87.51
(CLASS "A")
(CLASS "B")
THICK)
Page 187 of 508


Province: KPK
District: HANGU
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 188 of 508


Province: KPK
District: HANGU
CERTIFIED

SOIL (BORING ONLY)
Page 189 of 508


Province: KPK
District: HANGU
410 BRICK WORK Cu.m 979.20 433.55 8,503.82 2,479.14 12,395.71
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 190 of 508


Province: KPK
District: HANGU
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 191 of 508


Province: KPK
District: HANGU
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 29.00 - 117.50 36.63 183.13
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 192 of 508


Province: KPK
District: HANGU
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 193 of 508


Province: KPK
District: HANGU
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 194 of 508


Province: KPK
District: HANGU
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 195 of 508


Province: KPK
District: HANGU
DRAWING
STANDARD
Page 196 of 508

ISLAMABAD
HARIPUR
Page 197 of 508


Province: KPK
District: HARIPUR
103 STRIPPING Cu.m 10.88 271.54 - 70.60 353.01
MATERIAL
MATERIAL
MATERIAL
Page 198 of 508


Province: KPK
District: HARIPUR
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 199 of 508


Province: KPK
District: HARIPUR
304d SEAL COAT Sq.m 2.96 10.34 57.34 17.66 88.30
(CLASS "A")
(CLASS "B")
THICK)
Page 200 of 508


Province: KPK
District: HARIPUR
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 201 of 508


Province: KPK
District: HARIPUR
CERTIFIED

SOIL (BORING ONLY)
Page 202 of 508


Province: KPK
District: HARIPUR
410 BRICK WORK Cu.m 1,101.62 434.32 8,437.40 2,493.34 12,466.68
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 203 of 508


Province: KPK
District: HARIPUR
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 204 of 508


Province: KPK
District: HARIPUR
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 32.63 - 117.50 37.53 187.66
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 205 of 508


Province: KPK
District: HARIPUR
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 206 of 508


Province: KPK
District: HARIPUR
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 207 of 508


Province: KPK
District: HARIPUR
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 208 of 508


Province: KPK
District: HARIPUR
DRAWING
STANDARD
Page 209 of 508

ISLAMABAD
KARAK
Page 210 of 508


Province: KPK
District: KARAK
103 STRIPPING Cu.m 9.67 271.25 - 70.23 351.15
MATERIAL
MATERIAL
MATERIAL
Page 211 of 508


Province: KPK
District: KARAK
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 212 of 508


Province: KPK
District: KARAK
304d SEAL COAT Sq.m 2.63 10.29 56.74 17.42 87.08
(CLASS "A")
(CLASS "B")
THICK)
Page 213 of 508


Province: KPK
District: KARAK
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 214 of 508


Province: KPK
District: KARAK
CERTIFIED

SOIL (BORING ONLY)
Page 215 of 508


Province: KPK
District: KARAK
410 BRICK WORK Cu.m 979.20 433.13 8,651.66 2,516.00 12,580.00
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 216 of 508


Province: KPK
District: KARAK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 217 of 508


Province: KPK
District: KARAK
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 29.00 - 122.40 37.85 189.25
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 218 of 508


Province: KPK
District: KARAK
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 219 of 508


Province: KPK
District: KARAK
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 220 of 508


Province: KPK
District: KARAK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 221 of 508


Province: KPK
District: KARAK
DRAWING
STANDARD
Page 222 of 508

ISLAMABAD
KHYBER AGENCY
Page 223 of 508


Province: KPK
District: KHYBER AGENCY
103 STRIPPING Cu.m 9.67 271.56 - 70.31 351.53
MATERIAL
MATERIAL
MATERIAL
Page 224 of 508


Province: KPK
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 225 of 508


Province: KPK
304d SEAL COAT Sq.m 2.63 10.34 57.38 17.59 87.94
(CLASS "A")
(CLASS "B")
THICK)
Page 226 of 508


Province: KPK
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 227 of 508


Province: KPK
CERTIFIED

SOIL (BORING ONLY)
Page 228 of 508


Province: KPK
410 BRICK WORK Cu.m 979.20 434.39 8,935.15 2,587.19 12,935.93
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 229 of 508


Province: KPK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 230 of 508


Province: KPK
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 29.00 - 123.94 38.24 191.18
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 231 of 508


Province: KPK
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 232 of 508


Province: KPK
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 233 of 508


Province: KPK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 234 of 508


Province: KPK
DRAWING
STANDARD
Page 235 of 508

ISLAMABAD
KOHAT
Page 236 of 508


Province: KPK
District: KOHAT
103 STRIPPING Cu.m 9.67 271.33 - 70.25 351.24
MATERIAL
MATERIAL
MATERIAL
Page 237 of 508


Province: KPK
District: KOHAT
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 238 of 508


Province: KPK
District: KOHAT
304d SEAL COAT Sq.m 2.63 10.32 56.83 17.45 87.23
(CLASS "A")
(CLASS "B")
THICK)
Page 239 of 508


Province: KPK
District: KOHAT
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 240 of 508


Province: KPK
District: KOHAT
CERTIFIED

SOIL (BORING ONLY)
Page 241 of 508


Province: KPK
District: KOHAT
410 BRICK WORK Cu.m 979.20 433.43 8,458.81 2,467.86 12,339.30
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 242 of 508


Province: KPK
District: KOHAT
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 243 of 508


Province: KPK
District: KOHAT
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 29.00 - 117.50 36.63 183.13
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 244 of 508


Province: KPK
District: KOHAT
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 245 of 508


Province: KPK
District: KOHAT
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 246 of 508


Province: KPK
District: KOHAT
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 247 of 508


Province: KPK
District: KOHAT
DRAWING
STANDARD
Page 248 of 508

ISLAMABAD
KURRAM AGENCY
Page 249 of 508


Province: KPK
District: KURRAM AGENCY
103 STRIPPING Cu.m 9.67 271.47 - 70.29 351.43
MATERIAL
MATERIAL
MATERIAL
Page 250 of 508


Province: KPK
WITHOUT ANY FILL
110 IMPROVED SUB-GARDE (CBR>20%) Cu.m 24.33 330.01 467.35 205.42 1,027.11
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 251 of 508


Province: KPK
304d SEAL COAT Sq.m 2.63 10.33 58.73 17.93 89.63
(CLASS "A")
(CLASS "B")
THICK)
Page 252 of 508


Province: KPK
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 253 of 508


Province: KPK
CERTIFIED

SOIL (BORING ONLY)
Page 254 of 508


Province: KPK
410 BRICK WORK Cu.m 979.20 434.03 9,222.86 2,659.02 13,295.11
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 255 of 508


Province: KPK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT
507b ROCK FILL IN GABIONS Cu.m 320.00 - 1,417.30 434.33 2,171.63
509a RIP RAP CLASS "A" Cu.m 994.40 100.11 1,528.30 655.70 3,278.51
509b RIP RAP CLASS "B" Cu.m 1,058.32 63.75 1,550.09 668.04 3,340.19
509c RIP RAP CLASS "C" Cu.m 1,110.00 50.80 1,584.79 686.40 3,431.99

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 256 of 508


Province: KPK
511b4 GROUTED STONE PITCHING (20-25 cm THICK) Sq.m 268.57 93.60 1,051.59 353.44 1,767.21
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 29.00 - 128.93 39.48 197.41
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 257 of 508


Province: KPK
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 258 of 508


Province: KPK
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 259 of 508


Province: KPK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 260 of 508


Province: KPK
DRAWING
STANDARD
Page 261 of 508

ISLAMABAD
LAKKI MARWAT
Page 262 of 508


Province: KPK
District: LAKKI MARWAT
103 STRIPPING Cu.m 9.29 271.20 - 70.12 350.61
MATERIAL
MATERIAL
MATERIAL
Page 263 of 508


Province: KPK
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 264 of 508


Province: KPK
304d SEAL COAT Sq.m 2.53 10.29 56.23 17.26 86.31
(CLASS "A")
(CLASS "B")
THICK)
Page 265 of 508


Province: KPK
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 266 of 508


Province: KPK
CERTIFIED

SOIL (BORING ONLY)
Page 267 of 508


Province: KPK
410 BRICK WORK Cu.m 941.51 432.89 8,364.92 2,434.83 12,174.15
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 268 of 508


Province: KPK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 269 of 508


Province: KPK
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 117.50 36.35 181.74
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 270 of 508


Province: KPK
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 271 of 508


Province: KPK
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 272 of 508


Province: KPK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 273 of 508


Province: KPK
DRAWING
STANDARD
Page 274 of 508

ISLAMABAD
DIR LOWER
Page 275 of 508


Province: KPK
District: DIR LOWER
103 STRIPPING Cu.m 9.29 271.57 - 70.22 351.08
MATERIAL
MATERIAL
MATERIAL
Page 276 of 508


Province: KPK
District: DIR LOWER
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 277 of 508


Province: KPK
District: DIR LOWER
304d SEAL COAT Sq.m 2.53 10.34 57.86 17.68 88.41
(CLASS "A")
(CLASS "B")
THICK)
Page 278 of 508


Province: KPK
District: DIR LOWER
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 279 of 508


Province: KPK
District: DIR LOWER
CERTIFIED

SOIL (BORING ONLY)
Page 280 of 508


Province: KPK
District: DIR LOWER
410 BRICK WORK Cu.m 941.51 434.45 8,983.82 2,589.94 12,949.71
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 281 of 508


Province: KPK
District: DIR LOWER
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 282 of 508


Province: KPK
District: DIR LOWER
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 127.97 38.96 194.81
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 283 of 508


Province: KPK
District: DIR LOWER
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 284 of 508


Province: KPK
District: DIR LOWER
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 285 of 508


Province: KPK
District: DIR LOWER
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 286 of 508


Province: KPK
District: DIR LOWER
DRAWING
STANDARD
Page 287 of 508

ISLAMABAD
KOHISTAN LOWER
Page 288 of 508


Province: KPK
District: KOHISTAN LOWER
103 STRIPPING Cu.m 10.88 271.73 - 70.65 353.26
MATERIAL
MATERIAL
MATERIAL
Page 289 of 508


Province: KPK
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 290 of 508


Province: KPK
304d SEAL COAT Sq.m 2.96 10.36 59.02 18.09 90.43
(CLASS "A")
(CLASS "B")
THICK)
Page 291 of 508


Province: KPK
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 292 of 508


Province: KPK
CERTIFIED

SOIL (BORING ONLY)
Page 293 of 508


Province: KPK
410 BRICK WORK Cu.m 1,101.62 435.12 8,638.20 2,543.74 12,718.68
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 294 of 508


Province: KPK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT
509a RIP RAP CLASS "A" Cu.m 1,118.71 100.77 1,188.33 601.95 3,009.76

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 295 of 508


Province: KPK
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 32.63 - 119.42 38.01 190.06
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 296 of 508


Province: KPK
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 297 of 508


Province: KPK
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 298 of 508


Province: KPK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 299 of 508


Province: KPK
DRAWING
STANDARD
Page 300 of 508

ISLAMABAD
MALAKAND
Page 301 of 508


Province: KPK
District: MALAKAND
103 STRIPPING Cu.m 9.29 271.49 - 70.20 350.98
MATERIAL
MATERIAL
MATERIAL
Page 302 of 508


Province: KPK
District: MALAKAND
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 303 of 508


Province: KPK
District: MALAKAND
304d SEAL COAT Sq.m 2.53 10.34 57.59 17.62 88.08
(CLASS "A")
(CLASS "B")
THICK)
Page 304 of 508


Province: KPK
District: MALAKAND
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 305 of 508


Province: KPK
District: MALAKAND
CERTIFIED

SOIL (BORING ONLY)
Page 306 of 508


Province: KPK
District: MALAKAND
410 BRICK WORK Cu.m 941.51 434.10 8,588.49 2,491.03 12,455.13
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 307 of 508


Province: KPK
District: MALAKAND
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 308 of 508


Province: KPK
District: MALAKAND
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 120.00 36.97 184.85
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 309 of 508


Province: KPK
District: MALAKAND
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 310 of 508


Province: KPK
District: MALAKAND
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 311 of 508


Province: KPK
District: MALAKAND
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 312 of 508


Province: KPK
District: MALAKAND
DRAWING
STANDARD
Page 313 of 508

ISLAMABAD
MANSEHRA
Page 314 of 508


Province: KPK
District: MANSEHRA
103 STRIPPING Cu.m 10.88 271.57 - 70.61 353.05
MATERIAL
MATERIAL
MATERIAL
Page 315 of 508


Province: KPK
District: MANSEHRA
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 316 of 508


Province: KPK
District: MANSEHRA
304d SEAL COAT Sq.m 2.96 10.34 57.57 17.72 88.59
(CLASS "A")
(CLASS "B")
THICK)
Page 317 of 508


Province: KPK
District: MANSEHRA
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 318 of 508


Province: KPK
District: MANSEHRA
CERTIFIED

SOIL (BORING ONLY)
Page 319 of 508


Province: KPK
District: MANSEHRA
410 BRICK WORK Cu.m 1,101.62 434.45 8,390.05 2,481.53 12,407.64
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 320 of 508


Province: KPK
District: MANSEHRA
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 321 of 508


Province: KPK
District: MANSEHRA
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 32.63 - 117.50 37.53 187.66
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 322 of 508


Province: KPK
District: MANSEHRA
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 323 of 508


Province: KPK
District: MANSEHRA
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 324 of 508


Province: KPK
District: MANSEHRA
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 325 of 508


Province: KPK
District: MANSEHRA
DRAWING
STANDARD
Page 326 of 508

ISLAMABAD
MARDAN
Page 327 of 508


Province: KPK
District: MARDAN
103 STRIPPING Cu.m 9.29 271.44 - 70.18 350.91
MATERIAL
MATERIAL
MATERIAL
Page 328 of 508


Province: KPK
District: MARDAN
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 329 of 508


Province: KPK
District: MARDAN
304d SEAL COAT Sq.m 2.53 10.33 57.17 17.51 87.55
(CLASS "A")
(CLASS "B")
THICK)
Page 330 of 508


Province: KPK
District: MARDAN
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 331 of 508


Province: KPK
District: MARDAN
CERTIFIED

SOIL (BORING ONLY)
Page 332 of 508


Province: KPK
District: MARDAN
410 BRICK WORK Cu.m 941.51 433.90 8,378.99 2,438.60 12,193.01
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 333 of 508


Province: KPK
District: MARDAN
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 334 of 508


Province: KPK
District: MARDAN
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 117.50 36.35 181.74
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 335 of 508


Province: KPK
District: MARDAN
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 336 of 508


Province: KPK
District: MARDAN
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 337 of 508


Province: KPK
District: MARDAN
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 338 of 508


Province: KPK
District: MARDAN
DRAWING
STANDARD
Page 339 of 508

ISLAMABAD
MOHMAND AGENCY
Page 340 of 508


Province: KPK
District: MOHMAND AGENCY
103 STRIPPING Cu.m 9.67 271.60 - 70.32 351.58
MATERIAL
MATERIAL
MATERIAL
Page 341 of 508


Province: KPK
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 342 of 508


Province: KPK
304d SEAL COAT Sq.m 2.63 10.34 58.05 17.76 88.79
(CLASS "A")
(CLASS "B")
THICK)
Page 343 of 508


Province: KPK
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 344 of 508


Province: KPK
CERTIFIED

SOIL (BORING ONLY)
Page 345 of 508


Province: KPK
410 BRICK WORK Cu.m 979.20 434.56 8,981.72 2,598.87 12,994.36
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 346 of 508


Province: KPK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 347 of 508


Province: KPK
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 29.00 - 125.47 38.62 193.09
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 348 of 508


Province: KPK
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 349 of 508


Province: KPK
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 350 of 508


Province: KPK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 351 of 508


Province: KPK
DRAWING
STANDARD
Page 352 of 508

ISLAMABAD
NORTH WAZIRISTAN
Page 353 of 508


Province: KPK
District: NORTH WAZIRISTAN
103 STRIPPING Cu.m 9.29 271.43 - 70.18 350.90
MATERIAL
MATERIAL
MATERIAL
Page 354 of 508


Province: KPK
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 355 of 508


Province: KPK
304d SEAL COAT Sq.m 2.53 10.33 56.95 17.45 87.26
(CLASS "A")
(CLASS "B")
THICK)
Page 356 of 508


Province: KPK
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 357 of 508


Province: KPK
CERTIFIED

SOIL (BORING ONLY)
Page 358 of 508


Province: KPK
410 BRICK WORK Cu.m 941.51 433.85 9,008.40 2,595.94 12,979.70
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 359 of 508


Province: KPK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 360 of 508


Province: KPK
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 126.05 38.48 192.41
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 361 of 508


Province: KPK
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 362 of 508


Province: KPK
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 363 of 508


Province: KPK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 364 of 508


Province: KPK
DRAWING
STANDARD
Page 365 of 508

ISLAMABAD
NOWSHERA
Page 366 of 508


Province: KPK
District: NOWSHERA
103 STRIPPING Cu.m 9.67 271.43 - 70.27 351.36
MATERIAL
MATERIAL
MATERIAL
Page 367 of 508


Province: KPK
District: NOWSHERA
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 368 of 508


Province: KPK
District: NOWSHERA
304d SEAL COAT Sq.m 2.63 10.33 57.07 17.51 87.55
(CLASS "A")
(CLASS "B")
THICK)
Page 369 of 508


Province: KPK
District: NOWSHERA
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 370 of 508


Province: KPK
District: NOWSHERA
CERTIFIED

SOIL (BORING ONLY)
Page 371 of 508


Province: KPK
District: NOWSHERA
410 BRICK WORK Cu.m 979.20 433.85 8,370.90 2,445.99 12,229.94
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 372 of 508


Province: KPK
District: NOWSHERA
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 373 of 508


Province: KPK
District: NOWSHERA
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 29.00 - 117.50 36.63 183.13
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 374 of 508


Province: KPK
District: NOWSHERA
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 375 of 508


Province: KPK
District: NOWSHERA
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 376 of 508


Province: KPK
District: NOWSHERA
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 377 of 508


Province: KPK
District: NOWSHERA
DRAWING
STANDARD
Page 378 of 508

ISLAMABAD
ORAKZAI AGENCY
Page 379 of 508


Province: KPK
District: ORAKZAI AGENCY
103 STRIPPING Cu.m 9.67 271.51 - 70.30 351.48
MATERIAL
MATERIAL
MATERIAL
Page 380 of 508


Province: KPK
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 381 of 508


Province: KPK
304d SEAL COAT Sq.m 2.63 10.34 58.14 17.78 88.89
(CLASS "A")
(CLASS "B")
THICK)
Page 382 of 508


Province: KPK
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 383 of 508


Province: KPK
CERTIFIED

SOIL (BORING ONLY)
Page 384 of 508


Province: KPK
410 BRICK WORK Cu.m 979.20 434.21 8,857.44 2,567.71 12,838.56
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 385 of 508


Province: KPK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 386 of 508


Province: KPK
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 29.00 - 122.21 37.80 189.01
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 387 of 508


Province: KPK
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 388 of 508


Province: KPK
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 389 of 508


Province: KPK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 390 of 508


Province: KPK
DRAWING
STANDARD
Page 391 of 508

ISLAMABAD
PESHAWAR
Page 392 of 508


Province: KPK
District: PESHAWAR
103 STRIPPING Cu.m 9.67 271.39 - 70.27 351.33
MATERIAL
MATERIAL
MATERIAL
Page 393 of 508


Province: KPK
District: PESHAWAR
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 394 of 508


Province: KPK
District: PESHAWAR
304d SEAL COAT Sq.m 2.63 10.33 56.98 17.49 87.43
(CLASS "A")
(CLASS "B")
THICK)
Page 395 of 508


Province: KPK
District: PESHAWAR
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 396 of 508


Province: KPK
District: PESHAWAR
CERTIFIED

SOIL (BORING ONLY)
Page 397 of 508


Province: KPK
District: PESHAWAR
410 BRICK WORK Cu.m 979.20 433.70 8,427.05 2,459.99 12,299.94
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 398 of 508


Province: KPK
District: PESHAWAR
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 399 of 508


Province: KPK
District: PESHAWAR
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 29.00 - 117.50 36.63 183.13
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 400 of 508


Province: KPK
District: PESHAWAR
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 401 of 508


Province: KPK
District: PESHAWAR
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 402 of 508


Province: KPK
District: PESHAWAR
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 403 of 508


Province: KPK
District: PESHAWAR
DRAWING
STANDARD
Page 404 of 508

ISLAMABAD
SHANGLA
Page 405 of 508


Province: KPK
District: SHANGLA
103 STRIPPING Cu.m 9.29 271.63 - 70.23 351.16
MATERIAL
MATERIAL
MATERIAL
Page 406 of 508


Province: KPK
District: SHANGLA
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 407 of 508


Province: KPK
District: SHANGLA
304d SEAL COAT Sq.m 2.53 10.35 58.02 17.73 88.63
(CLASS "A")
(CLASS "B")
THICK)
Page 408 of 508


Province: KPK
District: SHANGLA
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 409 of 508


Province: KPK
District: SHANGLA
CERTIFIED

SOIL (BORING ONLY)
Page 410 of 508


Province: KPK
District: SHANGLA
410 BRICK WORK Cu.m 941.51 434.70 8,307.39 2,420.90 12,104.50
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 411 of 508


Province: KPK
District: SHANGLA
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 412 of 508


Province: KPK
District: SHANGLA
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 114.62 35.63 178.14
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 413 of 508


Province: KPK
District: SHANGLA
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 414 of 508


Province: KPK
District: SHANGLA
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 415 of 508


Province: KPK
District: SHANGLA
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 416 of 508


Province: KPK
District: SHANGLA
DRAWING
STANDARD
Page 417 of 508

ISLAMABAD
SOUTH WAZIRISTAN
Page 418 of 508


Province: KPK
District: SOUTH WAZIRISTAN
103 STRIPPING Cu.m 9.29 271.35 - 70.16 350.80
MATERIAL
MATERIAL
MATERIAL
Page 419 of 508


Province: KPK
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 420 of 508


Province: KPK
304d SEAL COAT Sq.m 2.53 10.33 58.06 17.73 88.65
(CLASS "A")
(CLASS "B")
THICK)
Page 421 of 508


Province: KPK
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 422 of 508


Province: KPK
CERTIFIED

SOIL (BORING ONLY)
Page 423 of 508


Province: KPK
410 BRICK WORK Cu.m 941.51 433.53 9,437.86 2,703.23 13,516.13
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
501k R . C . C. PIPE CULVERT AASHTO-M 170 CLASS IV M 321.14 1,248.60 2,487.34 1,014.27 5,071.36
DIA 380 mm
Page 424 of 508


Province: KPK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 425 of 508


Province: KPK
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 131.81 39.92 199.61
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 426 of 508


Province: KPK
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 427 of 508


Province: KPK
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 428 of 508


Province: KPK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 429 of 508


Province: KPK
DRAWING
STANDARD
Page 430 of 508

ISLAMABAD
SWABI
Page 431 of 508


Province: KPK
District: SWABI
103 STRIPPING Cu.m 9.29 271.48 - 70.20 350.98
MATERIAL
MATERIAL
MATERIAL
Page 432 of 508


Province: KPK
District: SWABI
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 433 of 508


Province: KPK
District: SWABI
304d SEAL COAT Sq.m 2.53 10.34 57.64 17.63 88.13
(CLASS "A")
(CLASS "B")
THICK)
Page 434 of 508


Province: KPK
District: SWABI
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 435 of 508


Province: KPK
District: SWABI
CERTIFIED

SOIL (BORING ONLY)
Page 436 of 508


Province: KPK
District: SWABI
410 BRICK WORK Cu.m 941.51 434.08 8,389.76 2,441.34 12,206.70
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 437 of 508


Province: KPK
District: SWABI
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 438 of 508


Province: KPK
District: SWABI
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 117.50 36.35 181.74
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 439 of 508


Province: KPK
District: SWABI
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 440 of 508


Province: KPK
District: SWABI
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 441 of 508


Province: KPK
District: SWABI
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 442 of 508


Province: KPK
District: SWABI
DRAWING
STANDARD
Page 443 of 508

ISLAMABAD
SWAT
Page 444 of 508


Province: KPK
District: SWAT
103 STRIPPING Cu.m 9.29 271.55 - 70.21 351.06
MATERIAL
MATERIAL
MATERIAL
Page 445 of 508


Province: KPK
District: SWAT
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 446 of 508


Province: KPK
District: SWAT
304d SEAL COAT Sq.m 2.53 10.34 57.75 17.66 88.28
(CLASS "A")
(CLASS "B")
THICK)
Page 447 of 508


Province: KPK
District: SWAT
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 448 of 508


Province: KPK
District: SWAT
CERTIFIED

SOIL (BORING ONLY)
Page 449 of 508


Province: KPK
District: SWAT
410 BRICK WORK Cu.m 941.51 434.37 8,674.62 2,512.63 12,563.13
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 450 of 508


Province: KPK
District: SWAT
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 451 of 508


Province: KPK
District: SWAT
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 122.11 37.50 187.50
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 452 of 508


Province: KPK
District: SWAT
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 453 of 508


Province: KPK
District: SWAT
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 454 of 508


Province: KPK
District: SWAT
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 455 of 508


Province: KPK
District: SWAT
DRAWING
STANDARD
Page 456 of 508

ISLAMABAD
TANK
Page 457 of 508


Province: KPK
District: TANK
103 STRIPPING Cu.m 9.29 271.15 - 70.11 350.56
MATERIAL
MATERIAL
MATERIAL
Page 458 of 508


Province: KPK
District: TANK
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 459 of 508


Province: KPK
District: TANK
304d SEAL COAT Sq.m 2.53 10.28 56.39 17.30 86.50
(CLASS "A")
(CLASS "B")
THICK)
Page 460 of 508


Province: KPK
District: TANK
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 461 of 508


Province: KPK
District: TANK
CERTIFIED

SOIL (BORING ONLY)
Page 462 of 508


Province: KPK
District: TANK
410 BRICK WORK Cu.m 941.51 432.71 8,815.87 2,547.52 12,737.61
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 463 of 508


Province: KPK
District: TANK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 464 of 508


Province: KPK
District: TANK
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 123.55 37.86 189.30
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 465 of 508


Province: KPK
District: TANK
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 466 of 508


Province: KPK
District: TANK
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 467 of 508


Province: KPK
District: TANK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 468 of 508


Province: KPK
District: TANK
DRAWING
STANDARD
Page 469 of 508

ISLAMABAD
TORGHAR
Page 470 of 508


Province: KPK
District: TORGHAR
103 STRIPPING Cu.m 10.88 271.62 - 70.63 353.13
MATERIAL
MATERIAL
MATERIAL
Page 471 of 508


Province: KPK
District: TORGHAR
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 472 of 508


Province: KPK
District: TORGHAR
304d SEAL COAT Sq.m 2.96 10.34 58.59 17.98 89.88
(CLASS "A")
(CLASS "B")
THICK)
Page 473 of 508


Province: KPK
District: TORGHAR
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 474 of 508


Province: KPK
District: TORGHAR
CERTIFIED

SOIL (BORING ONLY)
Page 475 of 508


Province: KPK
District: TORGHAR
410 BRICK WORK Cu.m 1,101.62 434.66 8,847.09 2,595.84 12,979.20
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 476 of 508


Province: KPK
District: TORGHAR
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 477 of 508


Province: KPK
District: TORGHAR
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 32.63 - 123.26 38.97 194.86
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 478 of 508


Province: KPK
District: TORGHAR
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 479 of 508


Province: KPK
District: TORGHAR
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 480 of 508


Province: KPK
District: TORGHAR
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 481 of 508


Province: KPK
District: TORGHAR
DRAWING
STANDARD
Page 482 of 508

ISLAMABAD
DIR UPPER
Page 483 of 508


Province: KPK
District: DIR UPPER
103 STRIPPING Cu.m 9.29 271.66 - 70.24 351.19
MATERIAL
MATERIAL
MATERIAL
Page 484 of 508


Province: KPK
District: DIR UPPER
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 485 of 508


Province: KPK
District: DIR UPPER
304d SEAL COAT Sq.m 2.53 10.35 58.02 17.73 88.64
(CLASS "A")
(CLASS "B")
THICK)
Page 486 of 508


Province: KPK
District: DIR UPPER
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 487 of 508


Province: KPK
District: DIR UPPER
CERTIFIED

SOIL (BORING ONLY)
Page 488 of 508


Province: KPK
District: DIR UPPER
410 BRICK WORK Cu.m 941.51 434.82 9,362.13 2,684.62 13,423.09
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
DIA 380 mm
Page 489 of 508


Province: KPK
District: DIR UPPER
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 490 of 508


Province: KPK
District: DIR UPPER
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 27.88 - 131.71 39.90 199.50
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 491 of 508


Province: KPK
District: DIR UPPER
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 492 of 508


Province: KPK
District: DIR UPPER
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 493 of 508


Province: KPK
District: DIR UPPER
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 494 of 508


Province: KPK
District: DIR UPPER
DRAWING
STANDARD
Page 495 of 508

ISLAMABAD
KOHISTAN UPPER
Page 496 of 508


Province: KPK
District: KOHISTAN UPPER
103 STRIPPING Cu.m 10.88 271.77 - 70.66 353.30
MATERIAL
MATERIAL
MATERIAL
Page 497 of 508


Province: KPK
WITHOUT ANY FILL
"A")
"B")
1
LAYER
RELIEF LAYER
AGG: CLASS B
STRUCTURE
COAT
COAT
Page 498 of 508


Province: KPK
304d SEAL COAT Sq.m 2.96 10.36 59.44 18.19 90.95
(CLASS "A")
(CLASS "B")
THICK)
Page 499 of 508


Province: KPK
ASTM-A-36
DESIGN



(EUROPEAN/AMERICAN)

Page 500 of 508


Province: KPK
CERTIFIED

SOIL (BORING ONLY)
Page 501 of 508


Province: KPK
410 BRICK WORK Cu.m 1,101.62 435.28 8,926.14 2,615.76 13,078.80
MORTAR
MORTAR
DIA 310 mm
DIA 380 mm
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
DIA 310 mm
501k R . C . C. PIPE CULVERT AASHTO-M 170 CLASS IV M 375.75 1,251.97 2,378.37 1,001.53 5,007.63
DIA 380 mm
Page 502 of 508


Province: KPK
DIA 460 mm
DIA 610 mm
DIA 760 mm
DIA 910 mm
DIA 1070 mm
DIA 1220 mm
DIA 1520 mm
CULVERT

OBSTRUCTIONS
BITUMEN JOINTS
BITUMEN JOINTS
Page 503 of 508


Province: KPK
(IMPORTED)
(IMPORTED)
DRAWING
DRAWING
AMENDED DRAWING
AMENDED DRAWING
DRAWING
DRAWING
603 BRICK EDGING M 32.63 - 123.74 39.09 195.46
REINFORCEMENT)
REINFORCEMENT)
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 504 of 508


Province: KPK
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
THICKNESS 8 GUAGE
Page 505 of 508


Province: KPK
THICKNESS 8 GUAGE
SCHEDULE 40
SCHEDULE 40
GUAGE
GUAGE
G.I SHEET
Page 506 of 508


Province: KPK
G.I SHEET




FOR 4 m ARROWS
FOR 4 m ARROWS
PAINT FOR STOP
PAINT FOR STOP
FOR STOP
FOR STOP
Page 507 of 508


Province: KPK
DRAWING
STANDARD
Page 508 of 508

CSR KPK 2021

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NATIONAL HIGHWAY AUTHORITY

Subsequent to the difference in prices of Materials, Manpower, and Plant &

National Highway Authority:

1. M. Khurram Agha (Chairman),

1. Lt. Col. (R) Naseer Ahmed (Project Manager)

To prepare a price for a Civil Engineering project, then, it is necessary to have

There is increasing growing pressure on the part of project sponsors for an

To prepare an authentic Composite Schedule of Rates and to keep it

 Collection of first-hand, prudent, and legitimate information for inputs

 Merging the above information in proper proportion according to Design

a) Composite Schedule of Rates was originally published in the year 1991

Specifications and Methodology for Construction items have been adopted

i) Manpower code starting from LS, LT and LX

d) For the preparation of rates following documents have been referred:

i) General Specifications 1998

a) Allocation of Code Numbers:

Costs of manpower engaged on Plant & Equipment have been included in

Code numbers are allocated accordingly to such manpower that is directly

i) Social Security Payment

2.2 CONSTRUCTION MATERIAL:

a) Allocation of Code Numbers to Materials:

Considering the location of each district, Engineers decided the most

To arrive at a “Material at sources” rate, the following considerations have

i) Material royalty at the quarry (actual or estimated)

In the case of quarry materials, the source of materials for embankment,

2.3 PLANT AND EQUIPMENT

a) Allocation of Code Numbers

b) Power, Performance, and Maintenance of Plant & Equipment

To decide for choosing the right horsepower, appropriate performance

c) Formulation of Rates of Plant and Equipment

Fuel consumption, working efficiency, and maintenance costs have

2.4 FORMULAE FOR CONSTRUCTION ITEMS

Manpower Hour and Number

2.5 OVERHEADS, PROFIT & PRELIMINARIES

The level of profit is governed by the degree of competition applicable to

b) Head Office Overheads

An addition to the estimate needs to be made to the net estimate to cover

Preliminaries cost in Civil Engineering works are indirectly related to the

Generally, the contract document gives detailed requirements for the

The following checklist is representative but not exhaustive which is not

 Contractor’s site on costs

 Site Staff Salaries

All non-productive supervisory staff on site i.e., agents, clerks,

Fitters, electricians, and assistants engaged in general plant

 Site Transport for Staff and General Use

Vehicles/buses provided for use of staff and others including O & M

 Contractor’s offices rental/ construction/ site huts and associated

 General office expenditure

 Provision of postage, stationery, and other consumables for

 Mobilization and demobilization of resources

 Furniture and equipment

 Traffic Control, traffic diversion, and signs

 Protective clothing Health and safety Road lighting

 Cleaning roads etc.

 Notice boards and signs

 Insurances / bonds / bank guarantees / Employees liabilities

There will be many other items of preliminaries that may have to be

Tax has been included as per Government rules.

General and Special escalation have been considered as published by

In International tenders, a factor is to be considered which may handicap