CSR 2011 Punjab PDF
CSR 2011 Punjab PDF
CSR 2011 Punjab PDF
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(PUNJAB)
WORK SPONSORED BY:
PLANNING WING
OF
(i)
CONTENTS
1. Foreword
2. General
3. Manpower Code List
4. Material Code List
5. Equipment Code List
6. Performa for Estimating Owning & Operating Costs of Equipment
7. Plant & Equipment Owning and Operating Cost
8. List of the Districts in Pakistan
9. List of Quarries in Punjab
10. Conversion Factors
11. Graphs Showing Transportation Rates in Punjab
12. District wise Composite Schedule of Rates for Punjab
13. Patronage (Client)
14. Services (Consultant)
15. References
(ii)
FOREWORD
Following the increases in prices of materials and labour in the year 2010, the revision /
updation of CSR has been carried out. In the year 2010 we have seen the prices of steel /
diesel / bitumen go up considerably. Analysts are still uncertain with the prices in the year
2011. For the year 2010, we have carried out a general revision of all prices up to January
2011 in consultation with leading manufacturers, supplier, and specialist contractors.
These rates have been developed using NHA Rate Analysis formulae developed for
previous CSRs with slight improvements wherever necessary. The variation in the
proposed rates is anticipated in certain cases, which may be due to varying degrees / levels
of productivity and price differences of various inputs at the regional level.
The rates, prices and outputs included in the resources and unit cost calculations, including
allowances for wastage, normal productivity and efficiency are based on roadwork and
bridge projects being carried out by NHA. The unit rates are average unit rates for a
particular district and not project specific. The market can change very rapidly, which would
obviously have an impact on the unit rates.
It must be understood that main objective of the CSR is to provide a realistic reference base
for preparing Cost Estimates / PC-I and Evaluation of Bids, for NHA projects.
Our gratitude is to The Chairman NHA, Member (Planning), Member (Finance), Member
(Operations), Member (Construction) and Member (Motorway) without whose support it
would have been difficult to develop this Document.
In the end, my appreciation is for my team, for all the technical and professional efforts to
produce Revised Composite Schedule of Rates 2011.
It is hoped that the CSR 2011, would serve as a Basic Engineer’s Estimate reference
document for National Highway Authority, various Government Departments and the
construction industry in general.
Whilst all efforts are made to ensure the accuracy of the data and information used in
updating the CSR , neither NHA or M/s Sampak International (Pvt.) Ltd. can in any way
accept liability for loss of any kind resulting from the use of CSR, made by any person,
institution, company, department etc.
S. M. A Shirazi
Managing Director
SAMPAK International (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 the CSR is to provide a realistic reference base for cost estimates. One
has to understand no two projects are the same, there are variables which effect 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
programme and then cost out the resources necessary to execute the chosen
method. The first part of this process is 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 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 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:
Preparing Project Cost Estimate and PC-1
Evaluating Tender / Bids
Evaluating Claims and Variation Order
Arbitration Matters
In order 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.
(iv)
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 and
2009. There are total of 109 Districts considered and are given numbers in
Alphabetical order and their Province wise breakdown as under:
(v)
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
rental charges 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 following overheads are applied to include
fringe benefits and other charges:
i. Social Security Payment
v. Bonus (Compulsory)
After including above overheads, manpower rates for each of the 109 district
have been calculated and separate records developed for use by the
Computer Program.
(vi)
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
In order to arrive at a “Material at sources” rate, following considerations have
been made.
i. Material royalty at quarry (actual or estimated)
d. Cost of Transportation
Transportation charges have been taken as actual, where local transporters
are available. However, in some districts where local transporters rates are
not quoted, transportation charges from graphs have been used.
In 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 – 2011.
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 starting from 3001 (onwards).
b. Power, Performance and Maintenance of Plant & Equipment
To arrive at the decision for choosing the right horse power, appropriate
performance level and reasonable maintenance charges, the
recommendation of well known suppliers have been considered. In order to
decide the price level of any equipment, average cost has been used, which
includes C&F price, plus duties and taxes etc.
c. Formulation of Rates of Plant and Equipment
The owning and operating costs are similar for all the districts, unlike
manpower and materials where rates may differ for each district.
The owning and operating costs are developed by using a standard format.
The duties and taxes have been calculated as per the latest Excise and Land
Customs Tariff for calculating total cost of equipment.
(vii)
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.
The owning and operating costs for 85 types of equipment is provided at the
end of this chapter.
(viii)
given in the Bill of Quantities. Thus General Items given in the BOQ are
excluded from the check list 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
(ix)
Water Supply
Electric connection
Notice boards and signs
Insurances / bonds / bank guarantees / Employees liabilities
insurance etc.
a. Price Escalation
General and Special escalation has been considered as published by
Government Agencies. However, care is to be exercised to consider
Government Legislation, which may create 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. 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 a non-BOQ
item.
e. Other Factors
Some of the items mentioned in 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.
(x)
CSR-2011
LIST OF MANPOWER CODES
Notes:
1. Top Management and Senior Engineers etc. included in overhead of the Project.
2. All indirect Manpower such as Clerk, Typist, Accountant, Lab Staff, Workshop Staff, Store
Staff, Security Staff etc. are included under overhead.
3. All Operator of Light and Heavy Duty equipment and plant included in the hourly rate of the
equipment.
(xi)
CSR-2011
LIST OF MATERIAL CODES
(xii)
CSR-2011
LIST OF MATERIAL CODES
Material Code
Description Unit
No.
2052 ASPHALT R.S. 2 TON
2053 CEMENT TYPE-I (OPC) BAG
2054 CEMENT TYPE-II (LOW S.R) BAG
2055 CEMENT TYPE-III (QUICK SETTING) BAG
2056 CEMENT TYPE-IV (LOW HEAT STRENGTH) BAG
2057 CEMENT TYPE-V (HIGH S.R) BAG
2058 ACCELERATOR LIT
2059 RETARDER LIT
2060 CURING COMPOUND LIT
2061 STEEL GRADE. 40 TON
2062 STEEL GRADE. 60 TON
2063 PRE-STRESSING STRAND, 3/8", 1/2" TON
2064 STEEL WIRE MESH, 4" x 4" KG
2065 WATER 1000 LIT
2068 STEEL EXPANSION JOINT (LOCAL) KG
2070 COLD STEEL WIRE AASHTO M-32 TON
2072 STRUCTURES STEEL SHAPES ASTM A-36 TON
2073 ELASTOMERIC BEARING PAD M-183 CCM
2077 RCC PIPE CLASS II 310 MM (AASHTO M-170) LM
2078 RCC PIPE CLASS II 380 MM (AASHTO M-170) LM
2079 RCC PIPE CLASS II 460 MM (AASHTO M-170) LM
2080 RCC PIPE CLASS II 610 MM (AASHTO M-170) LM
2081 RCC PIPE CLASS II 760 MM (AASHTO M-170) LM
2082 RCC PIPE CLASS II 910 MM (AASHTO M-170) LM
2083 RCC PIPE CLASS II 1070 MM (AASHTO M-170) LM
2084 RCC PIPE CLASS II 1220 MM (AASHTO M-170) LM
2085 RCC PIPE CLASS II 1520 MM (AASHTO M-70) LM
2091 CAT EYE SINGLE (RAISED PROFILE) NO.
2092 CAT EYE DOUBLE (RAISED PROFILE) NO.
2093 STEEL/MATAL BEARING DEVICES KG
2095 BITUMEN IMPREGINATED FIBER BOARD SM
2096 NEOPRENE RUBBER JOINT FELT SM
2097 ASPHALT FELT (3 - PLY) SM
2099 BENTONITE POWDER KG
2100 JOINT SEALENT FILLER KG
2101 TRAFFIC SIGN CAT 1 NO.
2102 TRAFFIC SIGN CAT 2 NO.
2103 TRAFFIC SIGN CAT 3 (A, B, C) SM
2104 PAVEMENT MARKING NON-REFLECTING (CR) LIT
2105 PAVEMENT MARKING REFLECTING (CR) LIT
2106 CATS-EYE SINGLE (FLUSH SURFACE) NO.
2107 CATS-EYE DOUBLE (FLUSH SURFACE) NO.
2108 TUNGSTON CARBIDE BITS SET
(xiii)
CSR-2011
LIST OF MATERIAL CODES
Material
Description Unit
Code No.
2109 RED OXIDE PAINT LIT
2110 QUICK LIME KG
2111 DIESEL LIT
2112 SUPER – GASOLINE LIT
2113 REGULAR – GASOLINE LIT
2114 OILS (ALL TYPES) LIT
2115 LUBRICANTS (GREASE) KG.
2116 FURNACE OIL LIT
2117 BLASTING MATERIAL CM
2118 ELECTRIC CHARGES COMMERCIAL KWH
2119 MASTIC WATER PROOF PAINT KG
2120 SYNTHETIC ENEMAL PAINT LIT
2121 SHUTTERING (107 b) CM
2122 SHUTTERING (a) CM
2123 SHUTTERING (b) CM
2124 SHUTTERING (c) CM
2125 SHUTTERING (d) CM
2126 SHUTTERING (407 h) LS
2127 SHUTTERING (407 i) LS
2128 SHUTTERING (407 j) LS
2129 SCAFFOLDING (A) CM
2130 SCAFFOLDING (B) SM
2131 G.M.S BARBED WIRE KG
2133 ANGLE IRONS DIFFERENT SIZES KG
2134 STEEL CHANNELS KG
2135 SHEATHS ( 2” DIA) LM
2136 LIVE ANCHORAGES (3/8" - 1/2") NO.
2137 G.I. PIPE 3" DIA LM
2138 STEEL SHEATH CASING M
2139 MOBILIZATION OF PILING EQUIPMENT (UPTO 1.0 m DIA) M
2140 G.M.S SCREW, NUTS, BOLTS AND WASHERS KG
2142 PLANTATION TREES NO.
2143 MOBILIZATION OF PILING EQUIPMENT (UPTO 1.0 m DIA) M
2144 RCC PIPE CLASS IV 310 MM (AASHTO M-170) LM
2145 RCC PIPE CLASS IV 380 MM (AASHTO M-170) LM
2146 RCC PIPE CLASS IV 460 MM (AASHTO M-170) LM
2147 RCC PIPE CLASS IV 610 MM (AASHTO M-170) LM
2148 RCC PIPE CLASS IV 760 MM (AASHTO M-170) LM
2149 RCC PIPE CLASS IV 910 MM (AASHTO M-170) LM
2150 RCC PIPE CLASS IV 1070 MM (AASHTO M-170) LM
2151 RCC PIPE CLASS IV 1220 MM (AASHTO M-170) LM
2152 RCC PIPE CLASS IV 1520 MM (AASHTO M-170) LM
2153 PAVEMENT MARKING NON REFLECTING (TP) KG
(xiv)
CSR-2011
LIST OF MATERIAL CODES
Material
Description Unit
Code No.
2154 PAVEMENT MARKING REFLECTING (TP) KG
2155 GALVANIZED FLAT STEEL FASTENERS & WASHERS KG
2156 GALVANIZED U-BOLT CLAMP WITH 2 NUTS & TIE BOLTS KG
2157 GALVANIZED SUPPORTING HOOKS CAST IN PRECAST
EACH
POSTS
2158 GALVANIZED CHAIN LINK WIRE MESH FABRIC SM
2159 GALVANIZED WIRE 3.76MM Ø TENSION, 3MM Ø STIRRUP KG
2160 PRE-CAST CONCRETE TUFF KERB STONE (K-5) EACH
2162 MS SHEET KG
2164 GALVANIZATION KG
2165 BRIDGE EXPANSION JOINT WITH TWO EXTRUDED
ALUMINIUM ALLOY SECTIONS (50 MM MOVEMENT)- LM
IMPORTED
2166 BRIDGE EXPANSION JOINT WITH CAST ALUMINIUM ALLOY
TRIANGULAR TEETH (110 mm MOVEMENT)-IMPORTED LM
(xv)
CSR-2011
LIST OF EQUIPMENT CODES
(xvi)
CSR-2011
LIST OF EQUIPMENT CODES
(xvii)
CSR-2011
LIST OF EQUIPMENT CODES
(xviii)
PERFORMA FOR ESTIMATED OWNING AND OPERATING COSTS
Attachments: ____________________________________
OWNING COSTS:
F. Depreciation Cost:
Depreciation period: _____Y_____ Years
Approx. Annual Use: _____H_____ Hours
OPERATING COSTS:
K. Maintenance in Percentage = %
M. Tire Cost:
Tire Price B
=
Estimated Tire Life N
(xix)
Client: Consultant :
National Highway Authority Sampak International (Pvt.) Ltd.
Islamabad. Lahore.
PLANT & EQUIPMENT OWNING OPERATING COST CSR-2011
(NEW EQUIPMENT)
xx
Client: Consultant :
National Highway Authority Sampak International (Pvt.) Ltd.
Islamabad. Lahore.
xxi
Client: Consultant :
National Highway Authority Sampak International (Pvt.) Ltd.
Islamabad. Lahore.
xxii
Client: Consultant :
National Highway Authority Sampak International (Pvt.) Ltd.
Islamabad. Lahore.
xxiii
NAME OF PROVINCE: PUNJAB
xxiv
NAME OF PROVINCE: BALUCHISTAN
xxv
NAME OF PROVINCE: KHYBER PAKHTUNKHWA
xxvi
NAME OF PROVINCE: SINDH
xxvii
COMPOSITE SCHEDULE OF RATES CSR 2011
LIST OF QUARRIES - PROVINCE OF PUNJAB
2001,2014,2023,2024,2025,
115 Mirza Town Quarry 2026,2027,2030,2031,2032,
2033,2034&2035
xxviii
DISTRICT DISTRICT QUARRY
QUARRY NAME MATERIAL NO.
CODE NAME CODE
Margala Crusher
132 2025
No. 3
Qilla Rohtas Quarry 2015, 2025 & 2027
2015, 2018, 2024, 2025 &
133 Nacki Quarry
2027
xxx
DISTRICT DISTRICT QUARRY
QUARRY NAME MATERIAL NO.
CODE NAME CODE
Margala/ Kazmi
2025 & 2026
Crushing Plant
Margala Crusher
103 2025
No. 1
UC Sahala Sohan
125 2008 & 2018
River
2008, 2014, 2017, 2018,
Sohan River - Malik
126 2023, 2024, 2025, 2026,
Bari
2027 & 2028
Margala Crusher
701 2025
No.10
xxxii
CONVERSION FACTORS
LENGTH
xxxiii
TO CONVERT INTO MULTIPLY BY
MASS, WEIGHT
xxxiv
TO CONVERT INTO MULTIPLY BY
CAPACITY VOLUME
xxxv
TO CONVERT INTO MULTIPLY BY
AREA
xxxvi
TO CONVERT INTO MULTIPLY BY
POWER
PRESSURE
xxxvii
CSR-2011
DISTANCE V/S RATE/CM/KM CHART (PUNJAB)
10.00
8.00
Rate/CM/Km (Rs.)
6.00
4.00
2.00
0.00
0 100 200 300 400 500 600 700 800
Distance (Km)
CSR-2011
DISTANCE V/S RATE/TON/KM CHART (PUNJAB)
8.00
Rate/TON/Km (Rs.)
6.00
4.00
2.00
0.00
0 100 200 300 400 500 600 700 800
Distance (Km)
NATIONAL HIGHWAY AUTHORITY
COMPOSITE SCHEDULE OF RATES
January- 2011
PUNJAB
SAMPAK INTERNATIONAL
Page 1 of 397
NATIONAL HIGHWAY AUTHORITY
COMPOSITE SCHEDULE OF RATES
January- 2011
ATTOCK
(02)
SAMPAK INTERNATIONAL
Page 2 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 02 ATTOCK
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 9.29 262.58 1.88 68.44 342.18
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 26.91 635.47 4.22 166.65 833.25
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 107.63 2,541.89 16.89 666.60 3,333.00
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.38 227.95 0.00 58.33 291.67
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 135.84 360.08 125.00 155.23 776.15
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 21.01 541.85 0.00 140.72 703.58
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 13.92 422.98 0.00 109.23 546.14
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.41 205.65 0.00 52.51 262.56
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 135.84 360.08 125.00 155.23 776.15
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 23.82 492.05 0.00 128.97 644.83
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 12.01 422.98 0.00 108.75 543.74
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 132.31 400.09 125.00 164.35 821.76
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 119.08 442.22 0.00 140.32 701.62
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 68.05 316.49 0.00 96.13 480.67
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 8.53 234.11 18.00 65.16 325.80
EXCAVATION IN COMMON MATERIAL
Page 3 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 02 ATTOCK
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 24.95 578.46 144.73 187.04 935.18
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 18.71 637.82 8.55 166.27 831.36
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 16.63 574.85 8.00 149.87 749.35
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 9.86 119.41 152.97 70.56 352.80
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.72 43.86 5.15 12.68 63.41
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.24 30.11 2.73 8.52 42.60
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.05 23.59 2.80 6.86 34.30
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.59 26.79 2.80 7.79 38.97
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 102.22 2,324.40 9,057.80 2,871.11 14,355.53
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 102.22 2,324.40 9,202.56 2,907.30 14,536.48
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 109.55 2,427.71 9,049.12 2,896.59 14,482.96
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 109.55 2,427.71 9,212.28 2,937.38 14,686.92
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 304.09 2,060.49 60,313.62 15,669.55 78,347.75
MC-250
Page 4 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 02 ATTOCK
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 304.09 2,060.49 60,313.62 15,669.55 78,347.75
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 125.02 188.22 816.54 282.44 1,412.22
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 195.31 3,721.78 7,460.92 2,844.50 14,222.52
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 138.14 207.88 1,087.67 358.42 1,792.12
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.09 64.78 14.32 20.30 101.48
207b DEEP PATCHING (15-30 cm) SM 2.09 64.78 14.32 20.30 101.48
209a BREAKING OF EXISTING ROAD PAVEMENT CM 5.59 373.82 12.00 97.85 489.26
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.12 40.20 2.40 10.93 54.65
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.38 2.36 68.03 17.69 88.46
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.37 2.36 59.14 15.47 77.33
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.15 0.86 27.32 7.08 35.42
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.15 0.86 23.64 6.16 30.82
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 90.26 2,293.29 9,624.73 3,002.07 15,010.35
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 90.26 2,198.28 10,191.44 3,119.99 15,599.97
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 222.00 513.14 6,939.68 1,918.70 9,593.52
307b OPEN GRADED HOT BIT-MAC CM 222.00 513.14 6,758.89 1,873.50 9,367.52
Page 5 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 02 ATTOCK
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 38.30 1,050.92 3,603.18 1,173.10 5,865.49
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 268.98 1,746.20 60,313.62 15,582.20 77,911.01
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 656.97 2,175.42 4,159.41 1,747.95 8,739.76
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 656.97 2,175.42 4,424.73 1,814.28 9,071.41
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 656.97 2,175.42 4,706.03 1,884.60 9,423.02
401cii CONCRETE CLASS C (ON GROUND) CM 652.38 2,175.42 3,992.76 1,705.14 8,525.70
Page 6 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 02 ATTOCK
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,990.71 0.00 71,533.37 18,381.02 91,905.11
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,990.71 0.00 75,733.37 19,431.02 97,155.11
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,596.60 3,667.20 83,322.90 22,146.68 110,733.38
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,925.66 12,010.50 141,894.09 39,207.56 196,037.81
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 142.79 0.00 1,362.83 376.41 1,882.03
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 142.79 0.00 805.09 236.97 1,184.85
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 11.63 18.40 133.69 40.93 204.65
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 474.00 0.00 80,207.93 20,170.48 100,852.41
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 492.75 0.00 125,660.29 31,538.26 157,691.30
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 549.00 0.00 1,068,817.84 267,341.71 1,336,708.55
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 474.00 0.00 68,552.20 17,256.55 86,282.75
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 123.89 0.00 440.09 140.99 704.97
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Page 7 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 02 ATTOCK
406g STEEL OR METAL BEARING DEVICES KG 24.40 48.58 145.56 54.64 273.18
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 288.95 3,155.77 467.37 978.02 4,890.12
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 439.20 4,796.77 629.16 1,466.28 7,331.42
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 439.20 7,330.09 778.88 2,137.04 10,685.22
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 732.00 12,216.82 1,107.16 3,514.00 17,569.98
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 610.00 10,180.69 970.38 2,940.27 14,701.33
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,098.00 18,325.24 1,517.51 5,235.19 26,175.94
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 30,471.36 86,125.76 86,413.60 50,752.68 253,763.40
407i PILE LOAD TEST UPTO 240 TON EACH 30,471.36 86,125.76 188,206.20 76,200.83 381,004.15
407j PILE LOAD TEST UPTO 360 TON EACH 84,471.36 95,444.48 249,272.80 107,297.16 536,485.80
407k PILE LOAD TEST UPTO 550 TON EACH 124,971.36 119,305.60 395,536.00 159,953.24 799,766.20
407l PILE LOAD TEST UPTO 800 TON EACH 184,998.72 143,166.72 642,488.00 242,663.36 1,213,316.80
407m CONFIRMATORY BORING (NX SIZE) M 228.23 2,639.89 22.50 722.66 3,613.28
407n PERMANENT PILE CASING FOR PILES Ton 299.67 3,993.41 82,405.08 21,674.54 108,372.70
411a STONE MASONRY RANDOM DRY CM 437.78 165.94 1,224.64 457.09 2,285.44
411b STONE MASONRY RANDOM WITH MORTAR CM 522.78 263.54 2,158.78 736.28 3,681.38
411c STONE MASONRY DRESSED UNCOURSED DRY CM 602.78 165.94 1,561.06 582.44 2,912.22
411d STONE MASONRY DRESSED UNCOURSED WITH CM 682.78 263.54 2,448.42 848.68 4,243.42
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 907.78 419.50 2,448.42 943.92 4,719.62
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 298.47 554.74 841.18 423.60 2,117.99
DIA 310 mm
Page 8 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 02 ATTOCK
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 298.47 616.97 967.83 470.82 2,354.09
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 278.79 1,097.40 1,132.16 627.09 3,135.43
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 294.35 1,377.91 1,619.68 822.99 4,114.93
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 340.77 1,772.89 2,572.80 1,171.62 5,858.08
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 420.61 2,187.37 3,994.06 1,650.51 8,252.55
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 544.32 2,171.36 5,025.74 1,935.36 9,676.78
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 643.10 2,636.66 10,424.91 3,426.17 17,130.83
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 758.62 3,076.10 12,708.26 4,135.74 20,678.72
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 298.47 554.74 1,112.19 491.35 2,456.75
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 291.53 616.97 1,316.28 556.19 2,780.97
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 278.79 1,097.40 1,480.60 714.20 3,570.98
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 294.35 1,377.91 2,277.84 987.53 4,937.63
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 340.77 1,772.89 3,385.83 1,374.87 6,874.37
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 420.61 2,187.37 5,078.11 1,921.52 9,607.61
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 544.32 2,171.36 6,574.37 2,322.51 11,612.57
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 643.10 2,636.66 13,144.17 4,105.98 20,529.91
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 758.62 3,076.10 17,392.17 5,306.72 26,533.61
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 116.94 157.23 709.12 245.83 1,229.13
PIPE CULVERT
Page 9 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 02 ATTOCK
502b CONCRETE CLASS B IN BEDDING AND CM 970.13 845.94 3,069.21 1,221.32 6,106.60
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 6.76 0.00 115.34 30.52 152.62
508a BRICK PAVING (SINGLE COURSE) SM 140.27 38.19 317.01 123.87 619.34
508b BRICK PAVING (DOUBLE COURSE) SM 250.27 38.19 629.97 229.61 1,148.03
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,016.27 481.58 3,577.23 1,268.77 6,343.85
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 64.38 275.72 684.56 256.16 1,280.82
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 190.80 103.71 150.66 111.29 556.46
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 244.22 132.75 192.85 142.45 712.27
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 308.22 288.91 537.48 283.65 1,418.27
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 385.28 361.14 671.85 354.57 1,772.84
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 308.22 288.91 309.48 226.65 1,133.27
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 385.28 361.14 386.85 283.32 1,416.59
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 10 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 02 ATTOCK
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 434.44 1,157.76 5,439.88 1,758.02 8,790.10
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,255.29 782.78 5,426.75 1,866.20 9,331.02
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 33.56 66.38 588.07 172.00 860.01
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 110.93 533.21 2,825.41 867.39 4,336.94
604d STEEL POST FOR METAL GUARD RAIL EACH 124.80 533.21 2,456.33 778.59 3,892.93
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,351.38 1,160.70 12,058.30 3,892.59 19,462.97
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,351.38 801.50 11,219.85 3,593.18 17,965.91
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 294.37 393.19 8,338.64 2,256.55 11,282.74
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 90.00 589.78 10,048.22 2,682.00 13,410.00
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 294.37 844.19 18,029.49 4,792.01 23,960.05
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,001.55 921.65 33,199.85 8,780.76 43,903.82
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 200.31 223.78 15,516.53 3,985.15 19,925.77
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 338.88 0.00 2,216.03 638.73 3,193.64
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 338.88 0.00 3,324.04 915.73 4,578.65
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 92.81 29.98 244.44 91.81 459.03
PAINT FOR 4.0 M ARROWS
Page 11 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 02 ATTOCK
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 92.81 52.71 748.06 223.39 1,116.97
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.64 7.50 34.58 11.68 58.39
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.64 13.18 99.75 29.39 146.95
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.64 7.50 46.11 14.56 72.80
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.64 13.18 133.00 37.70 188.52
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 92.81 29.98 333.90 114.17 570.86
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 92.81 52.71 1,257.80 350.83 1,754.14
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 77.81 29.98 162.96 67.69 338.43
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 77.81 52.71 499.46 157.49 787.47
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 77.81 29.98 222.60 82.60 412.98
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 77.81 52.71 839.80 242.58 1,212.89
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 11.88 111.18 172.47 73.88 369.40
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 11.88 111.18 202.47 81.38 406.90
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 136.97 182.71 346.67 166.59 832.94
610d TEN KILOMETER POST EACH 1,566.10 2,642.27 3,407.64 1,904.00 9,520.02
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 169.11 66.38 1,268.59 376.02 1,880.10
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 147.32 821.01 2.00 242.58 1,212.91
INCLUDING MAINTENANCE FOR 2 YEARS
Page 12 of 397
NATIONAL HIGHWAY AUTHORITY
COMPOSITE SCHEDULE OF RATES
January- 2011
BAHAWAL NAGAR
(04)
SAMPAK INTERNATIONAL
Page 13 of 397
CLIENT: CSR - 2011 CONSULTANT:
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 8.29 262.58 1.88 68.19 340.93
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 23.66 635.47 4.22 165.84 829.19
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 94.63 2,541.89 16.89 663.35 3,316.75
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.33 227.95 0.00 58.32 291.60
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 19.51 541.85 0.00 140.34 701.70
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 13.07 422.98 0.00 109.01 545.06
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.36 205.65 0.00 52.50 262.51
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 22.57 492.05 0.00 128.65 643.27
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 11.15 422.98 0.00 108.53 542.67
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 125.37 400.09 125.00 162.62 813.08
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 112.83 442.22 0.00 138.76 693.81
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 64.48 316.49 0.00 95.24 476.20
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 8.09 234.11 18.00 65.05 325.25
EXCAVATION IN COMMON MATERIAL
Page 14 of 397
CLIENT: CSR - 2011 CONSULTANT:
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 23.12 578.46 144.73 186.58 932.88
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 17.34 637.82 8.55 165.93 829.64
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 15.41 574.85 8.00 149.56 747.82
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 9.20 119.41 152.97 70.39 351.97
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.62 43.86 5.15 12.66 63.29
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.17 30.11 2.73 8.50 42.51
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.97 23.59 2.80 6.84 34.20
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.48 26.79 2.80 7.77 38.83
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 91.19 2,324.40 9,910.74 3,081.58 15,407.91
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 91.19 2,324.40 10,109.75 3,131.33 15,656.67
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 9,901.85 3,106.89 15,534.47
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 10,119.85 3,161.39 15,806.96
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 62,430.21 16,194.53 80,972.66
MC-250
Page 15 of 397
CLIENT: CSR - 2011 CONSULTANT:
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 62,430.21 16,194.53 80,972.66
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 106.96 188.22 1,423.61 429.70 2,148.48
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 177.31 3,721.78 8,160.90 3,015.00 15,074.99
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 117.74 207.88 1,639.06 491.17 2,455.85
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 1.96 64.78 17.58 21.08 105.40
207b DEEP PATCHING (15-30 cm) SM 1.96 64.78 17.58 21.08 105.40
209a BREAKING OF EXISTING ROAD PAVEMENT CM 5.46 373.82 12.00 97.82 489.09
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.09 40.20 2.40 10.92 54.61
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.36 2.36 70.15 18.22 91.08
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.35 2.36 61.25 15.99 79.95
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 28.17 7.29 36.47
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 24.49 6.37 31.87
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,293.29 10,552.83 3,231.83 16,159.16
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,198.28 11,129.37 3,352.22 16,761.08
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 197.00 513.14 7,692.26 2,100.60 10,502.99
307b OPEN GRADED HOT BIT-MAC CM 197.00 513.14 7,453.62 2,040.94 10,204.69
Page 16 of 397
CLIENT: CSR - 2011 CONSULTANT:
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 34.30 1,050.92 3,603.18 1,172.10 5,860.49
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 252.32 1,746.20 62,430.21 16,107.18 80,535.91
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 618.78 2,175.42 4,982.56 1,944.19 9,720.94
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 618.78 2,175.42 5,185.91 1,995.03 9,975.14
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 618.78 2,175.42 5,462.78 2,064.25 10,321.23
401cii CONCRETE CLASS C (ON GROUND) CM 603.77 2,175.42 4,676.65 1,863.96 9,319.79
Page 17 of 397
CLIENT: CSR - 2011 CONSULTANT:
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 71,197.99 18,272.18 91,360.88
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 75,397.99 19,322.18 96,610.88
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,516.60 3,667.20 83,322.90 22,126.68 110,633.38
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,925.66 12,010.50 141,896.15 39,208.08 196,040.39
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 131.68 0.00 1,365.14 374.21 1,871.03
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 131.68 0.00 807.05 234.68 1,173.41
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 10.87 18.40 133.69 40.74 203.70
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 449.00 0.00 80,588.79 20,259.45 101,297.23
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 464.63 0.00 126,238.15 31,675.69 158,378.47
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 511.50 0.00 1,074,071.14 268,645.66 1,343,228.30
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 449.00 0.00 68,883.86 17,333.22 86,666.08
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 113.89 0.00 439.95 138.46 692.30
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Page 18 of 397
CLIENT: CSR - 2011 CONSULTANT:
406g STEEL OR METAL BEARING DEVICES KG 22.40 48.58 145.56 54.14 270.68
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 287.63 3,155.77 467.37 977.69 4,888.47
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 437.20 4,796.77 629.16 1,465.78 7,328.92
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 437.20 7,330.09 778.88 2,136.54 10,682.72
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 728.67 12,216.82 1,107.16 3,513.16 17,565.82
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 607.22 10,180.69 970.38 2,939.57 14,697.86
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,093.00 18,325.24 1,517.51 5,233.94 26,169.69
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 25,971.36 86,125.76 95,587.60 51,921.18 259,605.90
407i PILE LOAD TEST UPTO 240 TON EACH 25,971.36 86,125.76 206,554.20 79,662.83 398,314.15
407j PILE LOAD TEST UPTO 360 TON EACH 70,971.36 95,444.48 276,794.80 110,802.66 554,013.30
407k PILE LOAD TEST UPTO 550 TON EACH 104,721.36 119,305.60 440,363.50 166,097.62 830,488.08
407l PILE LOAD TEST UPTO 800 TON EACH 154,998.72 143,166.72 714,420.50 253,146.49 1,265,732.43
407m CONFIRMATORY BORING (NX SIZE) M 209.48 2,639.89 22.50 717.97 3,589.84
407n PERMANENT PILE CASING FOR PILES Ton 274.67 3,993.41 82,405.08 21,668.29 108,341.45
411a STONE MASONRY RANDOM DRY CM 402.78 165.94 1,688.20 564.23 2,821.15
411b STONE MASONRY RANDOM WITH MORTAR CM 477.78 263.54 3,043.12 946.11 4,730.54
411c STONE MASONRY DRESSED UNCOURSED DRY CM 552.78 165.94 2,061.71 695.11 3,475.53
411d STONE MASONRY DRESSED UNCOURSED WITH CM 627.78 263.54 3,264.65 1,038.99 5,194.95
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 827.78 419.50 3,264.65 1,127.98 5,639.90
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 554.74 949.50 440.99 2,204.95
DIA 310 mm
Page 19 of 397
CLIENT: CSR - 2011 CONSULTANT:
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 616.97 1,142.23 504.73 2,523.65
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 246.29 1,097.40 1,388.49 683.05 3,415.23
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 257.99 1,377.91 2,037.75 918.41 4,592.06
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 299.86 1,772.89 3,389.82 1,365.64 6,828.22
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 372.88 2,187.37 5,214.80 1,943.76 9,718.81
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 482.55 2,171.36 6,246.34 2,225.06 11,125.32
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 568.10 2,636.66 11,703.12 3,726.97 18,634.85
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 673.20 3,076.10 17,574.18 5,330.87 26,654.35
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 259.72 554.74 1,220.51 508.74 2,543.71
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 252.78 616.97 1,610.70 620.11 3,100.56
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 246.29 1,097.40 2,465.18 952.22 4,761.09
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 257.99 1,377.91 5,012.30 1,662.05 8,310.24
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 299.86 1,772.89 7,024.09 2,274.21 11,371.06
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 372.88 2,187.37 9,702.77 3,065.76 15,328.78
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 482.55 2,171.36 11,421.12 3,518.76 17,593.80
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 568.10 2,636.66 14,422.43 4,406.80 22,033.98
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 673.20 3,076.10 22,258.15 6,501.86 32,509.31
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 102.78 157.23 1,008.37 317.10 1,585.48
PIPE CULVERT
Page 20 of 397
CLIENT: CSR - 2011 CONSULTANT:
502b CONCRETE CLASS B IN BEDDING AND CM 900.68 845.94 3,904.97 1,412.90 7,064.50
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 6.33 0.00 116.37 30.67 153.37
508a BRICK PAVING (SINGLE COURSE) SM 127.27 38.19 219.39 96.21 481.06
508b BRICK PAVING (DOUBLE COURSE) SM 227.27 38.19 433.69 174.79 873.94
509g REINFORCED CONCRETE SLOPE PROTECTION CM 916.27 481.58 4,360.03 1,439.47 7,197.34
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 56.05 275.72 969.77 325.38 1,626.92
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 173.61 103.71 225.99 125.83 629.14
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 222.22 132.75 289.27 161.06 805.30
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 679.83 312.74 1,563.70
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 849.78 390.93 1,954.63
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 439.35 252.62 1,263.11
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 549.19 315.78 1,578.88
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 21 of 397
CLIENT: CSR - 2011 CONSULTANT:
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 409.86 1,157.76 5,863.67 1,857.82 9,289.11
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,149.03 782.78 5,852.42 1,946.05 9,730.27
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 30.56 66.38 651.01 186.99 934.93
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 100.93 533.21 2,825.44 864.89 4,324.47
604d STEEL POST FOR METAL GUARD RAIL EACH 114.80 533.21 2,450.03 774.51 3,872.55
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,076.38 1,160.70 12,900.30 4,034.34 20,171.72
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,076.38 801.50 12,065.87 3,735.94 18,679.68
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 266.03 393.19 8,390.44 2,262.41 11,312.07
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 81.25 589.78 10,125.92 2,699.24 13,496.19
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 266.03 844.19 18,316.66 4,856.72 24,283.60
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 874.05 921.65 33,630.62 8,856.58 44,282.90
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 174.81 223.78 15,602.68 4,000.32 20,001.59
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 326.38 0.00 2,216.03 635.60 3,178.01
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 326.38 0.00 3,324.04 912.61 4,563.03
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 89.31 29.98 244.44 90.93 454.66
PAINT FOR 4.0 M ARROWS
Page 22 of 397
CLIENT: CSR - 2011 CONSULTANT:
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 89.31 52.71 748.06 222.52 1,112.59
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 34.58 11.56 57.81
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 99.75 29.27 146.37
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 46.11 14.44 72.21
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 133.00 37.59 187.93
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 89.31 29.98 333.90 113.30 566.48
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 89.31 52.71 1,257.80 349.95 1,749.77
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 74.31 29.98 162.96 66.81 334.06
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 74.31 52.71 499.46 156.62 783.09
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 74.31 29.98 222.60 81.72 408.61
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 74.31 52.71 839.80 241.70 1,208.52
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 172.99 73.78 368.89
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 202.99 81.28 406.39
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 118.63 182.71 421.78 180.78 903.90
610d TEN KILOMETER POST EACH 1,411.10 2,642.27 3,818.58 1,967.99 9,839.94
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 151.11 66.38 1,342.82 390.08 1,950.38
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 133.92 821.01 2.00 239.23 1,196.17
INCLUDING MAINTENANCE FOR 2 YEARS
Page 23 of 397
NATIONAL HIGHWAY AUTHORITY
COMPOSITE SCHEDULE OF RATES
January- 2011
BAHAWALPUR
(05)
SAMPAK INTERNATIONAL
Page 24 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 05 BAHAWALPUR
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 7.96 262.58 1.88 68.10 340.52
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 22.92 635.47 4.22 165.65 828.26
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 91.66 2,541.89 16.89 662.61 3,313.05
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 4.82 227.95 0.00 58.19 290.97
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 119.25 360.08 125.00 151.08 755.42
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 18.31 541.85 0.00 140.04 700.20
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 12.19 422.98 0.00 108.79 543.97
106c EXCAVATE SURPLUS COMMON MATERIAL CM 3.95 205.65 0.00 52.40 261.99
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 119.25 360.08 125.00 151.08 755.42
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 20.93 492.05 0.00 128.25 641.23
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 10.46 422.98 0.00 108.36 541.81
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 116.30 400.09 125.00 160.35 801.75
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 104.67 442.22 0.00 136.72 683.61
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 59.81 316.49 0.00 94.07 470.37
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 7.50 234.11 18.00 64.90 324.51
EXCAVATION IN COMMON MATERIAL
Page 25 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 05 BAHAWALPUR
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 21.72 578.46 144.73 186.23 931.14
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 16.29 637.82 8.55 165.67 828.33
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 14.48 574.85 8.00 149.33 746.66
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 8.61 119.41 152.97 70.25 351.24
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.51 43.86 5.15 12.63 63.15
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.09 30.11 2.73 8.48 42.41
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.91 23.59 2.80 6.83 34.13
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.39 26.79 2.80 7.74 38.72
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 87.59 2,324.40 9,830.87 3,060.71 15,303.57
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 87.59 2,324.40 10,033.99 3,111.49 15,557.47
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 93.98 2,427.71 9,821.98 3,085.92 15,429.58
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 93.98 2,427.71 10,044.18 3,141.47 15,707.33
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 267.00 2,060.49 62,738.91 16,266.60 81,333.00
MC-250
Page 26 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 05 BAHAWALPUR
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 267.00 2,060.49 62,738.91 16,266.60 81,333.00
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 105.29 188.22 1,331.38 406.22 2,031.11
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 168.58 3,721.78 8,084.12 2,993.62 14,968.10
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 116.16 207.88 1,542.34 466.60 2,332.98
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 1.83 64.78 21.53 22.03 110.17
207b DEEP PATCHING (15-30 cm) SM 1.83 64.78 21.53 22.03 110.17
209a BREAKING OF EXISTING ROAD PAVEMENT CM 4.98 373.82 12.00 97.70 488.49
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.00 40.20 2.40 10.90 54.49
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.33 2.36 70.45 18.29 91.44
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.32 2.36 61.56 16.06 80.31
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.13 0.86 28.29 7.32 36.61
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.13 0.86 24.61 6.40 32.01
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 77.61 2,293.29 10,476.83 3,211.93 16,059.66
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 77.61 2,198.28 11,058.31 3,333.55 16,667.75
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 189.80 513.14 7,634.73 2,084.42 10,422.08
307b OPEN GRADED HOT BIT-MAC CM 189.80 513.14 7,394.58 2,024.38 10,121.89
Page 27 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 05 BAHAWALPUR
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 32.87 1,050.92 3,603.18 1,171.74 5,858.71
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 235.41 1,746.20 62,738.91 16,180.13 80,900.65
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 575.99 2,175.42 4,710.85 1,865.57 9,327.83
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 575.99 2,175.42 4,923.17 1,918.65 9,593.24
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 575.99 2,175.42 5,219.15 1,992.64 9,963.21
401cii CONCRETE CLASS C (ON GROUND) CM 567.69 2,175.42 4,488.26 1,807.85 9,039.23
Page 28 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 05 BAHAWALPUR
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,751.62 0.00 71,645.99 18,349.40 91,747.01
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,751.62 0.00 75,845.99 19,399.40 96,997.01
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,404.94 3,667.20 83,322.90 22,098.76 110,493.81
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,633.12 12,010.50 141,901.82 39,136.36 195,681.80
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 124.07 0.00 1,365.48 372.39 1,861.93
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 124.07 0.00 807.39 232.86 1,164.32
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 10.16 18.40 133.69 40.56 202.82
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 416.60 0.00 80,588.79 20,251.35 101,256.73
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 432.23 0.00 126,238.15 31,667.59 158,337.97
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 479.10 0.00 1,074,071.14 268,637.56 1,343,187.80
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 416.60 0.00 68,883.86 17,325.12 86,625.58
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 107.50 0.00 439.95 136.86 684.31
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Page 29 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 05 BAHAWALPUR
406g STEEL OR METAL BEARING DEVICES KG 21.16 48.58 145.56 53.83 269.13
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 259.53 3,155.77 467.37 970.67 4,853.34
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 394.48 4,796.77 629.16 1,455.10 7,275.52
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 394.48 7,330.09 778.88 2,125.86 10,629.32
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 657.47 12,216.82 1,107.16 3,495.36 17,476.81
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 547.89 10,180.69 970.38 2,924.74 14,623.69
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 986.20 18,325.24 1,517.51 5,207.24 26,036.18
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 25,624.26 86,125.76 106,675.60 54,606.41 273,032.03
407i PILE LOAD TEST UPTO 240 TON EACH 25,624.26 86,125.76 228,730.20 85,120.06 425,600.28
407j PILE LOAD TEST UPTO 360 TON EACH 70,624.26 95,444.48 310,058.80 119,031.89 595,159.43
407k PILE LOAD TEST UPTO 550 TON EACH 104,374.26 119,305.60 494,543.50 179,555.84 897,779.20
407l PILE LOAD TEST UPTO 800 TON EACH 154,498.92 143,166.72 801,360.50 274,756.54 1,373,782.68
407m CONFIRMATORY BORING (NX SIZE) M 197.91 2,639.89 22.50 715.08 3,575.38
407n PERMANENT PILE CASING FOR PILES Ton 259.70 3,993.41 82,405.08 21,664.55 108,322.74
411a STONE MASONRY RANDOM DRY CM 380.00 165.94 1,599.92 536.46 2,682.31
411b STONE MASONRY RANDOM WITH MORTAR CM 452.50 263.54 2,761.18 869.30 4,346.52
411c STONE MASONRY DRESSED UNCOURSED DRY CM 522.50 165.94 1,966.35 663.70 3,318.48
411d STONE MASONRY DRESSED UNCOURSED WITH CM 592.50 263.54 3,024.04 970.02 4,850.10
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 785.00 419.50 3,024.04 1,057.13 5,285.67
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 253.12 554.74 1,314.56 530.60 2,653.02
DIA 310 mm
Page 30 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 05 BAHAWALPUR
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 253.12 616.97 1,699.65 642.43 3,212.17
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 237.91 1,097.40 2,120.92 864.06 4,320.29
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 250.37 1,377.91 3,247.17 1,218.86 6,094.31
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 290.33 1,772.89 4,770.98 1,708.55 8,542.75
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 359.46 2,187.37 6,732.79 2,319.91 11,599.53
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 465.18 2,171.36 8,680.00 2,829.14 14,145.68
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 548.79 2,636.66 11,128.31 3,578.44 17,892.19
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 648.59 3,076.10 20,224.88 5,987.39 29,936.96
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 253.12 554.74 1,393.62 550.37 2,751.85
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 246.87 616.97 1,866.03 682.47 3,412.34
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 237.91 1,097.40 2,598.82 983.53 4,917.66
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 250.37 1,377.91 4,451.95 1,520.06 7,600.28
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 290.33 1,772.89 6,145.68 2,052.22 10,261.12
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 359.46 2,187.37 9,056.21 2,900.76 14,503.80
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 465.18 2,171.36 11,549.76 3,546.58 17,732.88
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 548.79 2,636.66 14,551.76 4,434.30 22,171.51
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 648.59 3,076.10 27,937.36 7,915.51 39,577.56
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 99.58 157.23 1,049.57 326.60 1,632.98
PIPE CULVERT
Page 31 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 05 BAHAWALPUR
502b CONCRETE CLASS B IN BEDDING AND CM 845.33 845.94 3,628.40 1,329.92 6,649.59
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 5.91 0.00 116.37 30.57 152.85
508a BRICK PAVING (SINGLE COURSE) SM 121.04 38.19 277.67 109.23 546.13
508b BRICK PAVING (DOUBLE COURSE) SM 216.04 38.19 548.99 200.81 1,004.03
509g REINFORCED CONCRETE SLOPE PROTECTION CM 874.64 481.58 4,088.34 1,361.14 6,805.70
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 54.61 275.72 1,023.28 338.40 1,692.01
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 164.84 103.71 211.64 120.05 600.25
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 211.00 132.75 270.90 153.66 768.31
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 267.00 288.91 645.20 300.28 1,501.39
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 333.75 361.14 806.50 375.35 1,876.74
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 267.00 288.91 397.59 238.37 1,191.87
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 333.75 361.14 496.99 297.97 1,489.84
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 32 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 05 BAHAWALPUR
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 381.16 1,157.76 5,738.15 1,819.27 9,096.34
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,087.25 782.78 5,726.89 1,899.23 9,496.14
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 29.00 66.38 618.75 178.53 892.66
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 95.83 533.21 2,821.64 862.67 4,313.36
604d STEEL POST FOR METAL GUARD RAIL EACH 108.32 533.21 2,446.50 772.01 3,860.04
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,006.23 1,160.70 12,688.36 3,963.82 19,819.10
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,006.23 801.50 11,848.59 3,664.08 18,320.40
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 253.60 393.19 8,381.73 2,257.13 11,285.64
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 77.50 589.78 10,112.85 2,695.03 13,475.17
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 253.60 844.19 18,222.62 4,830.10 24,150.50
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 850.40 921.65 33,489.55 8,815.40 44,077.00
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 170.08 223.78 15,574.47 3,992.08 19,960.41
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 299.98 0.00 2,216.03 629.00 3,145.01
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 299.98 0.00 3,324.04 906.01 4,530.03
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 82.12 29.98 244.44 89.14 445.68
PAINT FOR 4.0 M ARROWS
Page 33 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 05 BAHAWALPUR
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 82.12 52.71 748.06 220.72 1,103.62
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 3.98 7.50 34.58 11.52 57.58
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 3.98 13.18 99.75 29.23 146.14
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 3.98 7.50 46.11 14.40 71.99
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 3.98 13.18 133.00 37.54 187.70
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 82.12 29.98 333.90 111.50 557.51
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 82.12 52.71 1,257.80 348.16 1,740.79
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 68.62 29.98 162.96 65.39 326.96
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 68.62 52.71 499.46 155.20 775.99
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 68.62 29.98 222.60 80.30 401.51
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 68.62 52.71 839.80 240.28 1,201.42
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 10.31 111.18 172.75 73.56 367.80
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 10.31 111.18 202.75 81.06 405.30
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 115.94 182.71 399.34 174.50 872.49
610d TEN KILOMETER POST EACH 1,347.48 2,642.27 3,702.95 1,923.17 9,615.87
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 145.00 66.38 1,394.09 401.37 2,006.84
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 127.22 821.01 2.00 237.56 1,187.79
INCLUDING MAINTENANCE FOR 2 YEARS
Page 34 of 397
NATIONAL HIGHWAY AUTHORITY
COMPOSITE SCHEDULE OF RATES
January- 2011
BHAKKAR
(07)
SAMPAK INTERNATIONAL
Page 35 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 07 BHAKKAR
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 8.29 262.58 1.88 68.19 340.93
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 23.66 635.47 4.22 165.84 829.19
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 94.63 2,541.89 16.89 663.35 3,316.75
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.33 227.95 0.00 58.32 291.60
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 19.51 541.85 0.00 140.34 701.70
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 13.07 422.98 0.00 109.01 545.06
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.36 205.65 0.00 52.50 262.51
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 22.57 492.05 0.00 128.65 643.27
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 11.15 422.98 0.00 108.53 542.67
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 125.37 400.09 125.00 162.62 813.08
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 112.83 442.22 0.00 138.76 693.81
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 64.48 316.49 0.00 95.24 476.20
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 8.09 234.11 18.00 65.05 325.25
EXCAVATION IN COMMON MATERIAL
Page 36 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 07 BHAKKAR
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 23.12 578.46 144.73 186.58 932.88
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 17.34 637.82 8.55 165.93 829.64
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 15.41 574.85 8.00 149.56 747.82
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 9.20 119.41 152.97 70.39 351.97
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.62 43.86 5.15 12.66 63.29
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.17 30.11 2.73 8.50 42.51
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.97 23.59 2.80 6.84 34.20
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.48 26.79 2.80 7.77 38.83
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 91.19 2,324.40 9,628.64 3,011.06 15,055.28
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 91.19 2,324.40 9,817.81 3,058.35 15,291.75
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 9,619.81 3,036.38 15,181.91
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 9,827.83 3,088.39 15,441.95
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 61,992.01 16,084.98 80,424.91
MC-250
Page 37 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 07 BHAKKAR
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 61,992.01 16,084.98 80,424.91
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 106.96 188.22 1,182.68 369.46 1,847.32
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 177.31 3,721.78 7,895.01 2,948.53 14,742.64
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 117.74 207.88 1,375.33 425.24 2,126.19
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 1.96 64.78 21.83 22.14 110.71
207b DEEP PATCHING (15-30 cm) SM 1.96 64.78 21.83 22.14 110.71
209a BREAKING OF EXISTING ROAD PAVEMENT CM 5.46 373.82 12.00 97.82 489.09
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.09 40.20 2.40 10.92 54.61
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.36 2.36 69.71 18.11 90.53
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.35 2.36 60.82 15.88 79.41
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 27.99 7.25 36.25
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 24.31 6.33 31.65
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,293.29 10,261.34 3,158.96 15,794.80
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,198.28 10,831.09 3,277.65 16,388.23
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 197.00 513.14 7,469.54 2,044.92 10,224.59
307b OPEN GRADED HOT BIT-MAC CM 197.00 513.14 7,224.57 1,983.68 9,918.38
Page 38 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 07 BHAKKAR
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 34.30 1,050.92 3,603.18 1,172.10 5,860.49
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 252.32 1,746.20 61,992.01 15,997.63 79,988.16
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 618.78 2,175.42 4,607.20 1,850.35 9,251.75
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 618.78 2,175.42 4,816.02 1,902.55 9,512.77
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 618.78 2,175.42 5,105.81 1,975.00 9,875.01
401cii CONCRETE CLASS C (ON GROUND) CM 603.77 2,175.42 4,366.81 1,786.50 8,932.49
Page 39 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 07 BHAKKAR
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 71,322.16 18,303.22 91,516.09
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 75,522.16 19,353.22 96,766.09
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,516.60 3,667.20 83,322.90 22,126.68 110,633.38
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,925.66 12,010.50 141,904.88 39,210.26 196,051.29
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 131.68 0.00 1,364.66 374.09 1,870.43
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 131.68 0.00 806.92 234.65 1,173.25
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 10.87 18.40 133.69 40.74 203.70
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 449.00 0.00 80,207.93 20,164.23 100,821.16
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 464.63 0.00 125,660.29 31,531.23 157,656.14
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 511.50 0.00 1,068,817.84 267,332.33 1,336,661.67
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 449.00 0.00 68,552.20 17,250.30 86,251.50
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 113.89 0.00 440.09 138.49 692.47
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Page 40 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 07 BHAKKAR
406g STEEL OR METAL BEARING DEVICES KG 22.40 48.58 145.56 54.14 270.68
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 287.63 3,155.77 467.37 977.69 4,888.47
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 437.20 4,796.77 629.16 1,465.78 7,328.92
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 437.20 7,330.09 778.88 2,136.54 10,682.72
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 728.67 12,216.82 1,107.16 3,513.16 17,565.82
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 607.22 10,180.69 970.38 2,939.57 14,697.86
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,093.00 18,325.24 1,517.51 5,233.94 26,169.69
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 25,971.36 86,125.76 107,513.36 54,902.62 274,513.10
407i PILE LOAD TEST UPTO 240 TON EACH 25,971.36 86,125.76 230,405.72 85,625.71 428,128.55
407j PILE LOAD TEST UPTO 360 TON EACH 70,971.36 95,444.48 312,572.08 119,746.98 598,734.90
407k PILE LOAD TEST UPTO 550 TON EACH 104,721.36 119,305.60 498,637.10 180,666.02 903,330.08
407l PILE LOAD TEST UPTO 800 TON EACH 154,998.72 143,166.72 807,929.30 276,523.69 1,382,618.43
407m CONFIRMATORY BORING (NX SIZE) M 209.48 2,639.89 22.50 717.97 3,589.84
407n PERMANENT PILE CASING FOR PILES Ton 274.67 3,993.41 82,405.08 21,668.29 108,341.45
411a STONE MASONRY RANDOM DRY CM 402.78 165.94 1,411.28 495.00 2,474.99
411b STONE MASONRY RANDOM WITH MORTAR CM 477.78 263.54 2,537.02 819.58 4,097.92
411c STONE MASONRY DRESSED UNCOURSED DRY CM 552.78 165.94 1,786.47 626.30 3,131.48
411d STONE MASONRY DRESSED UNCOURSED WITH CM 627.78 263.54 2,817.53 927.21 4,636.06
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 827.78 419.50 2,817.53 1,016.20 5,081.00
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 554.74 1,292.93 526.85 2,634.24
DIA 310 mm
Page 41 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 07 BHAKKAR
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 616.97 1,664.12 635.20 3,176.02
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 246.29 1,097.40 2,068.08 852.94 4,264.71
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 257.99 1,377.91 3,159.88 1,198.94 5,994.72
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 299.86 1,772.89 4,598.00 1,667.69 8,338.44
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 372.88 2,187.37 6,473.74 2,258.50 11,292.49
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 482.55 2,171.36 8,420.96 2,768.72 13,843.59
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 568.10 2,636.66 10,857.72 3,515.62 17,578.10
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 673.20 3,076.10 19,181.74 5,732.76 28,663.80
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 259.72 554.74 1,371.99 546.61 2,733.06
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 252.78 616.97 1,830.50 675.06 3,375.32
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 246.29 1,097.40 2,545.98 972.42 4,862.08
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 257.99 1,377.91 4,364.66 1,500.14 7,500.69
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 299.86 1,772.89 5,972.70 2,011.36 10,056.82
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 372.88 2,187.37 8,797.16 2,839.35 14,196.77
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 482.55 2,171.36 11,290.72 3,486.16 17,430.79
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 568.10 2,636.66 14,281.17 4,371.48 21,857.41
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 673.20 3,076.10 26,894.22 7,660.88 38,304.40
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 102.78 157.23 1,015.58 318.90 1,594.49
PIPE CULVERT
Page 42 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 07 BHAKKAR
502b CONCRETE CLASS B IN BEDDING AND CM 900.68 845.94 3,490.50 1,309.28 6,546.40
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 6.33 0.00 115.34 30.42 152.09
508a BRICK PAVING (SINGLE COURSE) SM 127.27 38.19 295.10 115.14 575.70
508b BRICK PAVING (DOUBLE COURSE) SM 227.27 38.19 583.75 212.30 1,061.51
509g REINFORCED CONCRETE SLOPE PROTECTION CM 916.27 481.58 3,969.66 1,341.88 6,709.38
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 56.05 275.72 993.61 331.34 1,656.71
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 173.61 103.71 180.99 114.58 572.89
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 222.22 132.75 231.67 146.66 733.30
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 610.53 295.42 1,477.08
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 763.16 369.27 1,846.35
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 365.10 234.06 1,170.29
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 456.37 292.57 1,462.86
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 43 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 07 BHAKKAR
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 409.86 1,157.76 5,669.20 1,809.20 9,046.02
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,149.03 782.78 5,658.60 1,897.60 9,488.00
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 30.56 66.38 614.87 177.95 889.75
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 100.93 533.21 2,828.21 865.59 4,327.94
604d STEEL POST FOR METAL GUARD RAIL EACH 114.80 533.21 2,456.33 776.09 3,880.43
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,076.38 1,160.70 12,540.12 3,944.30 19,721.50
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,076.38 801.50 11,704.18 3,645.52 18,227.58
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 266.03 393.19 8,368.47 2,256.92 11,284.62
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 81.25 589.78 10,092.97 2,691.00 13,455.00
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 266.03 844.19 18,176.41 4,821.66 24,108.29
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 874.05 921.65 33,420.25 8,803.99 44,019.93
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 174.81 223.78 15,560.61 3,989.80 19,949.00
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 326.38 0.00 2,216.03 635.60 3,178.01
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 326.38 0.00 3,324.04 912.61 4,563.03
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 89.31 29.98 244.44 90.93 454.66
PAINT FOR 4.0 M ARROWS
Page 44 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 07 BHAKKAR
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 89.31 52.71 748.06 222.52 1,112.59
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 34.58 11.56 57.81
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 99.75 29.27 146.37
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 46.11 14.44 72.21
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 133.00 37.59 187.93
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 89.31 29.98 333.90 113.30 566.48
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 89.31 52.71 1,257.80 349.95 1,749.77
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 74.31 29.98 162.96 66.81 334.06
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 74.31 52.71 499.46 156.62 783.09
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 74.31 29.98 222.60 81.72 408.61
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 74.31 52.71 839.80 241.70 1,208.52
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 172.71 73.71 368.53
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 202.71 81.21 406.03
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 118.63 182.71 389.19 172.64 863.18
610d TEN KILOMETER POST EACH 1,411.10 2,642.27 3,639.90 1,923.32 9,616.59
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 151.11 66.38 1,313.59 382.77 1,913.85
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 133.92 821.01 2.00 239.23 1,196.17
INCLUDING MAINTENANCE FOR 2 YEARS
Page 45 of 397
NATIONAL HIGHWAY AUTHORITY
COMPOSITE SCHEDULE OF RATES
January- 2011
CHAKWAL
(09)
SAMPAK INTERNATIONAL
Page 46 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 09 CHAKWAL
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 9.29 262.58 1.88 68.44 342.18
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 26.91 635.47 4.22 166.65 833.25
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 107.63 2,541.89 16.89 666.60 3,333.00
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.38 227.95 0.00 58.33 291.67
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 135.84 360.08 125.00 155.23 776.15
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 21.01 541.85 0.00 140.72 703.58
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 13.92 422.98 0.00 109.23 546.14
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.41 205.65 0.00 52.51 262.56
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 135.84 360.08 125.00 155.23 776.15
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 23.82 492.05 0.00 128.97 644.83
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 12.01 422.98 0.00 108.75 543.74
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 132.31 400.09 125.00 164.35 821.76
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 119.08 442.22 0.00 140.32 701.62
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 68.05 316.49 0.00 96.13 480.67
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 8.53 234.11 18.00 65.16 325.80
EXCAVATION IN COMMON MATERIAL
Page 47 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 09 CHAKWAL
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 24.95 578.46 144.73 187.04 935.18
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 18.71 637.82 8.55 166.27 831.36
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 16.63 574.85 8.00 149.87 749.35
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 9.86 119.41 152.97 70.56 352.80
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.72 43.86 5.15 12.68 63.41
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.24 30.11 2.73 8.52 42.60
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.05 23.59 2.80 6.86 34.30
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.59 26.79 2.80 7.79 38.97
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 102.22 2,324.40 9,288.67 2,928.82 14,644.11
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 102.22 2,324.40 9,480.75 2,976.84 14,884.22
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 109.55 2,427.71 9,279.93 2,954.29 14,771.47
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 109.55 2,427.71 9,490.60 3,006.96 15,034.81
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 304.09 2,060.49 61,146.62 15,877.80 79,389.01
MC-250
Page 48 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 09 CHAKWAL
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 304.09 2,060.49 61,146.62 15,877.80 79,389.01
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 125.02 188.22 962.07 318.83 1,594.13
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 195.31 3,721.78 7,605.13 2,880.56 14,402.78
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 138.14 207.88 1,143.96 372.50 1,862.48
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.09 64.78 21.83 22.17 110.87
207b DEEP PATCHING (15-30 cm) SM 2.09 64.78 21.83 22.17 110.87
209a BREAKING OF EXISTING ROAD PAVEMENT CM 5.59 373.82 12.00 97.85 489.26
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.12 40.20 2.40 10.93 54.65
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.38 2.36 68.86 17.90 89.50
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.37 2.36 59.97 15.67 78.37
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.15 0.86 27.66 7.17 35.84
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.15 0.86 23.98 6.25 31.24
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 90.26 2,293.29 9,912.78 3,074.08 15,370.41
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 90.26 2,198.28 10,478.33 3,191.72 15,958.59
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 222.00 513.14 7,192.17 1,981.83 9,909.13
307b OPEN GRADED HOT BIT-MAC CM 222.00 513.14 6,951.35 1,921.62 9,608.10
Page 49 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 09 CHAKWAL
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 38.30 1,050.92 3,603.18 1,173.10 5,865.49
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 268.98 1,746.20 61,146.62 15,790.45 78,952.26
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 656.97 2,175.42 4,375.32 1,801.93 9,009.65
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 656.97 2,175.42 4,591.81 1,856.05 9,280.26
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 656.97 2,175.42 4,874.10 1,926.62 9,633.12
401cii CONCRETE CLASS C (ON GROUND) CM 652.38 2,175.42 4,145.38 1,743.29 8,716.47
Page 50 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 09 CHAKWAL
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,990.71 0.00 71,288.15 18,319.72 91,598.58
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,990.71 0.00 75,488.15 19,369.72 96,848.58
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,596.60 3,667.20 83,322.90 22,146.68 110,733.38
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,925.66 12,010.50 141,904.88 39,210.26 196,051.29
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 142.79 0.00 1,363.74 376.63 1,883.17
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 142.79 0.00 806.00 237.20 1,185.99
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 11.63 18.40 133.69 40.93 204.65
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 474.00 0.00 80,207.93 20,170.48 100,852.41
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 492.75 0.00 125,660.29 31,538.26 157,691.30
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 549.00 0.00 1,068,817.84 267,341.71 1,336,708.55
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 474.00 0.00 68,552.20 17,256.55 86,282.75
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 123.89 0.00 440.09 140.99 704.97
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Page 51 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 09 CHAKWAL
406g STEEL OR METAL BEARING DEVICES KG 24.40 48.58 145.56 54.64 273.18
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 288.95 3,155.77 467.37 978.02 4,890.12
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 439.20 4,796.77 629.16 1,466.28 7,331.42
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 439.20 7,330.09 778.88 2,137.04 10,685.22
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 732.00 12,216.82 1,107.16 3,514.00 17,569.98
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 610.00 10,180.69 970.38 2,940.27 14,701.33
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,098.00 18,325.24 1,517.51 5,235.19 26,175.94
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 30,471.36 86,125.76 107,513.36 56,027.62 280,138.10
407i PILE LOAD TEST UPTO 240 TON EACH 30,471.36 86,125.76 230,405.72 86,750.71 433,753.55
407j PILE LOAD TEST UPTO 360 TON EACH 84,471.36 95,444.48 312,572.08 123,121.98 615,609.90
407k PILE LOAD TEST UPTO 550 TON EACH 124,971.36 119,305.60 498,637.10 185,728.52 928,642.58
407l PILE LOAD TEST UPTO 800 TON EACH 184,998.72 143,166.72 807,929.30 284,023.69 1,420,118.43
407m CONFIRMATORY BORING (NX SIZE) M 228.23 2,639.89 22.50 722.66 3,613.28
407n PERMANENT PILE CASING FOR PILES Ton 299.67 3,993.41 82,405.08 21,674.54 108,372.70
411a STONE MASONRY RANDOM DRY CM 437.78 165.94 1,200.05 450.94 2,254.71
411b STONE MASONRY RANDOM WITH MORTAR CM 522.78 263.54 2,230.10 754.11 3,770.53
411c STONE MASONRY DRESSED UNCOURSED DRY CM 602.78 165.94 1,558.35 581.77 2,908.83
411d STONE MASONRY DRESSED UNCOURSED WITH CM 682.78 263.54 2,517.64 865.99 4,329.94
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 907.78 419.50 2,517.64 961.23 4,806.14
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 298.47 554.74 908.85 440.51 2,202.57
DIA 310 mm
Page 52 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 09 CHAKWAL
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 298.47 616.97 1,079.22 498.67 2,493.34
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 278.79 1,097.40 1,298.04 668.56 3,342.79
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 294.35 1,377.91 1,894.07 891.58 4,457.91
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 340.77 1,772.89 3,117.22 1,307.72 6,538.61
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 420.61 2,187.37 4,809.61 1,854.40 9,271.99
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 544.32 2,171.36 5,841.25 2,139.23 10,696.17
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 643.10 2,636.66 11,276.58 3,639.08 18,195.42
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 758.62 3,076.10 15,995.23 4,957.49 24,787.43
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 298.47 554.74 1,179.86 508.27 2,541.33
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 291.53 616.97 1,427.66 584.04 2,920.21
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 278.79 1,097.40 1,646.48 755.67 3,778.34
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 294.35 1,377.91 2,552.24 1,056.12 5,280.62
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 340.77 1,772.89 3,930.25 1,510.98 7,554.89
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 420.61 2,187.37 5,893.65 2,125.41 10,627.04
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 544.32 2,171.36 7,389.88 2,526.39 12,631.96
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 643.10 2,636.66 13,995.84 4,318.90 21,594.50
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 758.62 3,076.10 20,679.14 6,128.46 30,642.32
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 116.94 157.23 859.39 283.39 1,416.96
PIPE CULVERT
Page 53 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 09 CHAKWAL
502b CONCRETE CLASS B IN BEDDING AND CM 970.13 845.94 3,235.25 1,262.83 6,314.15
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 6.76 0.00 113.28 30.01 150.04
508a BRICK PAVING (SINGLE COURSE) SM 140.27 38.19 283.80 115.56 577.82
508b BRICK PAVING (DOUBLE COURSE) SM 250.27 38.19 561.15 212.40 1,062.01
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,016.27 481.58 3,737.83 1,308.92 6,544.59
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 64.38 275.72 851.69 297.95 1,489.74
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 190.80 103.71 146.67 110.29 551.47
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 244.22 132.75 187.73 141.18 705.88
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 308.22 288.91 562.78 289.98 1,449.89
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 385.28 361.14 703.47 362.47 1,812.36
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 308.22 288.91 320.33 229.37 1,146.83
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 385.28 361.14 400.41 286.71 1,433.53
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 54 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 09 CHAKWAL
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 434.44 1,157.76 5,544.34 1,784.14 8,920.68
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,255.29 782.78 5,533.72 1,892.95 9,464.73
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 33.56 66.38 606.25 176.54 882.72
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 110.93 533.21 2,827.04 867.79 4,338.97
604d STEEL POST FOR METAL GUARD RAIL EACH 124.80 533.21 2,450.03 777.01 3,885.05
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,351.38 1,160.70 12,289.13 3,950.30 19,751.50
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,351.38 801.50 11,453.56 3,651.61 18,258.04
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 294.37 393.19 8,352.10 2,259.91 11,299.56
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 90.00 589.78 10,068.41 2,687.05 13,435.23
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 294.37 844.19 18,208.37 4,836.73 24,183.65
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,001.55 921.65 33,468.17 8,847.84 44,239.22
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 200.31 223.78 15,610.38 4,008.62 20,043.09
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 338.88 0.00 2,216.03 638.73 3,193.64
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 338.88 0.00 3,324.04 915.73 4,578.65
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 92.81 29.98 244.44 91.81 459.03
PAINT FOR 4.0 M ARROWS
Page 55 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 09 CHAKWAL
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 92.81 52.71 748.06 223.39 1,116.97
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.64 7.50 34.58 11.68 58.39
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.64 13.18 99.75 29.39 146.95
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.64 7.50 46.11 14.56 72.80
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.64 13.18 133.00 37.70 188.52
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 92.81 29.98 333.90 114.17 570.86
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 92.81 52.71 1,257.80 350.83 1,754.14
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 77.81 29.98 162.96 67.69 338.43
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 77.81 52.71 499.46 157.49 787.47
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 77.81 29.98 222.60 82.60 412.98
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 77.81 52.71 839.80 242.58 1,212.89
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 11.88 111.18 172.59 73.91 369.55
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 11.88 111.18 202.59 81.41 407.05
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 136.97 182.71 368.00 171.92 859.60
610d TEN KILOMETER POST EACH 1,566.10 2,642.27 3,521.33 1,932.43 9,662.13
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 169.11 66.38 1,231.04 366.63 1,833.15
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 147.32 821.01 2.00 242.58 1,212.91
INCLUDING MAINTENANCE FOR 2 YEARS
Page 56 of 397
NATIONAL HIGHWAY AUTHORITY
COMPOSITE SCHEDULE OF RATES
January- 2011
CHANIOT
(09A)
SAMPAK INTERNATIONAL
Page 57 of 397
CLIENT: CSR - 2011 CONSULTANT:
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 9.62 262.58 1.88 68.52 342.59
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 27.65 635.47 4.22 166.84 834.18
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 110.59 2,541.89 16.89 667.34 3,336.71
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.89 227.95 0.00 58.46 292.30
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 144.92 360.08 125.00 157.50 787.51
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 22.21 541.85 0.00 141.02 705.08
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 14.80 422.98 0.00 109.45 547.23
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.82 205.65 0.00 52.62 263.08
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 144.92 360.08 125.00 157.50 787.51
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 25.45 492.05 0.00 129.37 646.87
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 12.69 422.98 0.00 108.92 544.60
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 141.38 400.09 125.00 166.62 833.09
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 127.24 442.22 0.00 142.36 711.82
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 72.71 316.49 0.00 97.30 486.49
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.12 234.11 18.00 65.31 326.53
EXCAVATION IN COMMON MATERIAL
Page 58 of 397
CLIENT: CSR - 2011 CONSULTANT:
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 26.34 578.46 144.73 187.38 936.92
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 19.76 637.82 8.55 166.53 832.66
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 17.56 574.85 8.00 150.10 750.51
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 10.45 119.41 152.97 70.71 353.53
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.83 43.86 5.15 12.71 63.55
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.33 30.11 2.73 8.54 42.70
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.11 23.59 2.80 6.87 34.37
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.68 26.79 2.80 7.82 39.09
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 105.82 2,324.40 9,095.89 2,881.53 14,407.64
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 105.82 2,324.40 9,316.82 2,936.76 14,683.80
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 113.58 2,427.71 9,087.14 2,907.11 14,535.54
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 113.58 2,427.71 9,326.77 2,967.01 14,835.07
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 324.49 2,060.49 61,424.46 15,952.36 79,761.81
MC-250
Page 59 of 397
CLIENT: CSR - 2011 CONSULTANT:
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 324.49 2,060.49 61,424.46 15,952.36 79,761.81
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 126.69 188.22 880.36 298.82 1,494.08
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 204.04 3,721.78 7,455.25 2,845.27 14,226.35
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 139.71 207.88 1,100.32 361.98 1,809.89
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.22 64.78 15.01 20.50 102.51
207b DEEP PATCHING (15-30 cm) SM 2.22 64.78 15.01 20.50 102.51
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.07 373.82 12.00 97.97 489.86
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.21 40.20 2.40 10.95 54.77
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.40 2.36 69.14 17.98 89.88
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.39 2.36 60.25 15.75 78.75
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.16 0.86 27.77 7.20 35.99
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.16 0.86 24.09 6.28 31.39
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 93.86 2,293.29 9,739.66 3,031.70 15,158.51
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 93.86 2,198.28 10,335.35 3,156.87 15,784.36
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 229.20 513.14 7,048.20 1,947.63 9,738.16
307b OPEN GRADED HOT BIT-MAC CM 229.20 513.14 6,817.66 1,890.00 9,449.99
Page 60 of 397
CLIENT: CSR - 2011 CONSULTANT:
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 39.73 1,050.92 3,603.18 1,173.46 5,867.28
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 285.88 1,746.20 61,424.46 15,864.14 79,320.68
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 699.75 2,175.42 4,462.84 1,834.50 9,172.52
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 699.75 2,175.42 4,686.88 1,890.51 9,452.56
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 699.75 2,175.42 4,929.85 1,951.25 9,756.27
401cii CONCRETE CLASS C (ON GROUND) CM 688.45 2,175.42 4,141.45 1,751.33 8,756.65
Page 61 of 397
CLIENT: CSR - 2011 CONSULTANT:
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,129.77 0.00 70,657.79 18,196.89 90,984.45
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,129.77 0.00 74,857.79 19,246.89 96,234.45
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,708.26 3,667.20 83,322.90 22,174.59 110,872.96
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,218.25 12,010.50 141,682.46 39,227.80 196,139.01
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 150.40 0.00 1,363.44 378.46 1,892.31
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 150.40 0.00 811.26 240.42 1,202.08
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 12.34 18.40 133.69 41.11 205.53
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 506.40 0.00 80,588.79 20,273.80 101,368.98
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 525.15 0.00 126,238.15 31,690.82 158,454.12
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 581.40 0.00 1,074,071.14 268,663.13 1,343,315.67
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 506.40 0.00 68,883.86 17,347.57 86,737.83
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 130.28 0.00 435.89 141.54 707.70
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Page 62 of 397
CLIENT: CSR - 2011 CONSULTANT:
406g STEEL OR METAL BEARING DEVICES KG 25.65 48.58 145.56 54.95 274.73
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 317.05 3,155.77 465.01 984.46 4,922.29
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 481.92 4,796.77 625.56 1,476.06 7,380.32
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 481.92 7,330.09 774.88 2,146.72 10,733.62
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 803.20 12,216.82 1,100.49 3,530.13 17,650.65
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 669.33 10,180.69 964.82 2,953.71 14,768.55
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,204.80 18,325.24 1,507.51 5,259.39 26,296.94
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 30,818.52 86,125.76 88,358.40 51,325.67 256,628.35
407i PILE LOAD TEST UPTO 240 TON EACH 30,818.52 86,125.76 192,095.80 77,260.02 386,300.10
407j PILE LOAD TEST UPTO 360 TON EACH 84,818.52 95,444.48 255,107.20 108,842.55 544,212.75
407k PILE LOAD TEST UPTO 550 TON EACH 125,318.52 119,305.60 405,039.00 162,415.78 812,078.90
407l PILE LOAD TEST UPTO 800 TON EACH 185,498.64 143,166.72 657,737.00 246,600.59 1,233,002.95
407m CONFIRMATORY BORING (NX SIZE) M 239.81 2,639.89 22.50 725.55 3,627.74
407n PERMANENT PILE CASING FOR PILES Ton 314.63 3,993.41 82,405.08 21,678.28 108,391.40
411a STONE MASONRY RANDOM DRY CM 460.55 165.94 1,218.58 461.27 2,306.33
411b STONE MASONRY RANDOM WITH MORTAR CM 548.05 263.54 2,408.51 805.02 4,025.12
411c STONE MASONRY DRESSED UNCOURSED DRY CM 633.05 165.94 1,530.67 582.42 2,912.08
411d STONE MASONRY DRESSED UNCOURSED WITH CM 718.05 263.54 2,609.87 897.87 4,489.33
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 950.55 419.50 2,609.87 994.98 4,974.90
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 305.07 554.74 1,239.70 524.88 2,624.39
DIA 310 mm
Page 63 of 397
CLIENT: CSR - 2011 CONSULTANT:
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 305.07 616.97 1,574.47 624.13 3,120.64
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 287.17 1,097.40 1,932.81 829.34 4,146.72
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 301.97 1,377.91 2,933.02 1,153.22 5,766.12
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 350.30 1,772.89 4,141.37 1,566.14 7,830.71
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 434.03 2,187.37 5,788.07 2,102.37 10,511.84
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 561.69 2,171.36 7,735.27 2,617.08 13,085.40
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 662.41 2,636.66 10,143.45 3,360.63 16,803.15
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 783.23 3,076.10 16,389.98 5,062.33 25,311.63
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 305.07 554.74 1,318.76 544.64 2,723.21
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 297.43 616.97 1,740.85 663.81 3,319.06
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 287.17 1,097.40 2,410.71 948.82 4,744.09
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 301.97 1,377.91 4,137.80 1,454.42 7,272.10
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 350.30 1,772.89 5,516.07 1,909.82 9,549.09
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 434.03 2,187.37 8,111.49 2,683.22 13,416.12
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 561.69 2,171.36 10,605.03 3,334.52 16,672.60
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 662.41 2,636.66 13,566.90 4,216.49 21,082.46
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 783.23 3,076.10 24,102.46 6,990.45 34,952.23
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 120.14 157.23 668.00 236.34 1,181.71
PIPE CULVERT
Page 64 of 397
CLIENT: CSR - 2011 CONSULTANT:
502b CONCRETE CLASS B IN BEDDING AND CM 1,025.47 845.94 3,324.04 1,298.86 6,494.31
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.18 0.00 115.34 30.63 153.14
508a BRICK PAVING (SINGLE COURSE) SM 146.49 38.19 267.27 112.99 564.94
508b BRICK PAVING (DOUBLE COURSE) SM 261.49 38.19 530.26 207.49 1,037.43
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,057.89 481.58 3,849.85 1,347.33 6,736.65
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 65.82 275.72 650.01 247.89 1,239.44
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 199.56 103.71 149.68 113.24 566.19
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 255.44 132.75 191.59 144.94 724.72
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 323.44 288.91 579.96 298.08 1,490.39
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 404.30 361.14 724.95 372.60 1,862.99
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 323.44 288.91 346.98 239.83 1,199.16
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 404.30 361.14 433.72 299.79 1,498.96
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 65 of 397
CLIENT: CSR - 2011 CONSULTANT:
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 463.14 1,157.76 5,564.07 1,796.24 8,981.20
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,317.06 782.78 5,552.08 1,912.98 9,564.90
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 35.11 66.38 621.11 180.65 903.25
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 116.02 533.21 2,832.40 870.41 4,352.04
604d STEEL POST FOR METAL GUARD RAIL EACH 131.28 533.21 2,459.40 780.97 3,904.87
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,421.51 1,160.70 12,274.00 3,964.05 19,820.26
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,421.51 801.50 11,446.00 3,667.25 18,336.26
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 306.80 393.19 8,336.75 2,259.18 11,295.92
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 93.75 589.78 10,045.38 2,682.23 13,411.13
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 306.80 844.19 18,123.58 4,818.64 24,093.21
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,025.21 921.65 33,341.00 8,821.96 44,109.82
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 205.04 223.78 15,544.76 3,993.39 19,966.97
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 365.26 0.00 2,216.03 645.32 3,226.61
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 365.26 0.00 3,324.04 922.33 4,611.63
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 99.99 29.98 241.29 92.81 464.07
PAINT FOR 4.0 M ARROWS
Page 66 of 397
CLIENT: CSR - 2011 CONSULTANT:
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 99.99 52.71 728.20 220.22 1,101.12
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.82 7.50 34.58 11.72 58.62
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.82 13.18 99.75 29.44 147.18
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.82 7.50 46.11 14.61 73.03
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.82 13.18 133.00 37.75 188.74
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 99.99 29.98 333.90 115.97 579.83
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 99.99 52.71 1,257.80 352.62 1,763.12
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 83.49 29.98 160.86 68.58 342.91
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 83.49 52.71 486.20 155.60 777.99
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 83.49 29.98 222.60 84.02 420.08
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 83.49 52.71 839.80 244.00 1,219.99
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 12.50 111.18 171.79 73.87 369.33
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 12.50 111.18 201.79 81.37 406.83
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 139.66 182.71 373.32 173.92 869.62
610d TEN KILOMETER POST EACH 1,629.71 2,642.27 3,535.52 1,951.87 9,759.37
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 175.22 66.38 1,267.44 377.26 1,886.30
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 154.01 821.01 2.00 244.26 1,221.28
INCLUDING MAINTENANCE FOR 2 YEARS
Page 67 of 397
NATIONAL HIGHWAY AUTHORITY
COMPOSITE SCHEDULE OF RATES
January- 2011
D.G. KHAN
(11)
SAMPAK INTERNATIONAL
Page 68 of 397
CLIENT: CSR - 2011 CONSULTANT:
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 7.46 262.58 1.88 67.98 339.89
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 21.29 635.47 4.22 165.25 826.23
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 85.17 2,541.89 16.89 660.99 3,304.94
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 4.80 227.95 0.00 58.19 290.93
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 115.51 360.08 125.00 150.15 750.74
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 17.56 541.85 0.00 139.85 699.27
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 11.76 422.98 0.00 108.69 543.43
106c EXCAVATE SURPLUS COMMON MATERIAL CM 3.92 205.65 0.00 52.39 261.96
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 115.51 360.08 125.00 150.15 750.74
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 20.31 492.05 0.00 128.09 640.45
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 10.04 422.98 0.00 108.25 541.27
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 112.84 400.09 125.00 159.48 797.41
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 101.55 442.22 0.00 135.94 679.71
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 58.03 316.49 0.00 93.63 468.15
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 7.28 234.11 18.00 64.85 324.23
EXCAVATION IN COMMON MATERIAL
Page 69 of 397
CLIENT: CSR - 2011 CONSULTANT:
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 20.80 578.46 144.73 186.00 930.00
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 15.60 637.82 8.55 165.49 827.47
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 13.87 574.85 8.00 149.18 745.89
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 8.28 119.41 152.97 70.16 350.82
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.46 43.86 5.15 12.62 63.08
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.06 30.11 2.73 8.47 42.37
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.87 23.59 2.80 6.82 34.08
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.33 26.79 2.80 7.73 38.65
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 82.08 2,324.40 9,118.13 2,881.15 14,405.75
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 82.08 2,324.40 9,331.77 2,934.56 14,672.81
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 88.22 2,427.71 9,109.30 2,906.31 14,531.54
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 88.22 2,427.71 9,342.04 2,964.49 14,822.46
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 258.68 2,060.49 62,799.41 16,279.65 81,398.24
MC-250
Page 70 of 397
CLIENT: CSR - 2011 CONSULTANT:
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 258.68 2,060.49 62,799.41 16,279.65 81,398.24
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 96.28 188.22 685.81 242.58 1,212.88
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 159.59 3,721.78 7,417.11 2,824.62 14,123.10
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 105.98 207.88 878.36 298.06 1,490.28
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 1.76 64.78 19.87 21.60 108.01
207b DEEP PATCHING (15-30 cm) SM 1.76 64.78 19.87 21.60 108.01
209a BREAKING OF EXISTING ROAD PAVEMENT CM 4.91 373.82 12.00 97.68 488.41
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 0.98 40.20 2.40 10.90 54.48
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.32 2.36 70.52 18.30 91.50
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.31 2.36 61.62 16.07 80.37
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.13 0.86 28.32 7.33 36.64
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.13 0.86 24.64 6.41 32.04
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 73.10 2,293.29 9,767.10 3,033.37 15,166.86
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 73.10 2,198.28 10,353.25 3,156.16 15,780.78
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 177.32 513.14 7,091.63 1,945.52 9,727.60
307b OPEN GRADED HOT BIT-MAC CM 177.32 513.14 6,833.38 1,880.96 9,404.78
Page 71 of 397
CLIENT: CSR - 2011 CONSULTANT:
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 30.87 1,050.92 3,603.18 1,171.24 5,856.21
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 227.09 1,746.20 62,799.41 16,193.18 80,965.88
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 556.93 2,175.42 4,207.36 1,734.93 8,674.64
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 556.93 2,175.42 4,423.77 1,789.03 8,945.15
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 556.93 2,175.42 4,686.38 1,854.68 9,273.42
401cii CONCRETE CLASS C (ON GROUND) CM 543.43 2,175.42 3,931.56 1,662.60 8,313.01
Page 72 of 397
CLIENT: CSR - 2011 CONSULTANT:
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,701.70 0.00 71,644.62 18,336.58 91,682.90
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,701.70 0.00 75,844.62 19,386.58 96,932.90
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,365.01 3,667.20 83,734.45 22,191.66 110,958.32
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,633.12 12,010.50 142,522.04 39,291.41 196,457.07
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 118.52 0.00 1,382.20 375.18 1,875.90
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 118.52 0.00 812.01 232.63 1,163.16
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 9.79 18.40 133.69 40.47 202.34
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 404.12 0.00 80,969.66 20,343.44 101,717.22
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 418.19 0.00 126,816.02 31,808.55 159,042.75
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 460.38 0.00 1,079,324.44 269,946.20 1,349,731.02
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 404.12 0.00 69,215.53 17,404.91 87,024.57
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 102.51 0.00 440.09 135.65 678.24
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.52 0.38 1.92
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.18 0.80 4.00
SIZE AND THICKNESS) - IMPORTED
Page 73 of 397
CLIENT: CSR - 2011 CONSULTANT:
406g STEEL OR METAL BEARING DEVICES KG 20.17 48.58 145.56 53.58 267.88
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 258.87 3,155.77 469.74 971.10 4,855.48
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 393.48 4,796.77 632.76 1,455.75 7,278.77
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 393.48 7,330.09 782.88 2,126.61 10,633.07
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 655.80 12,216.82 1,113.83 3,496.61 17,483.07
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 546.50 10,180.69 975.93 2,925.78 14,628.90
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 983.70 18,325.24 1,527.51 5,209.11 26,045.56
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 23,377.86 86,125.76 102,013.36 52,879.25 264,396.23
407i PILE LOAD TEST UPTO 240 TON EACH 23,377.86 86,125.76 219,405.72 82,227.34 411,136.68
407j PILE LOAD TEST UPTO 360 TON EACH 63,885.06 95,444.48 296,072.08 113,850.41 569,252.03
407k PILE LOAD TEST UPTO 550 TON EACH 94,265.46 119,305.60 471,762.10 171,333.29 856,666.45
407l PILE LOAD TEST UPTO 800 TON EACH 139,522.92 143,166.72 764,804.30 261,873.49 1,309,367.43
407m CONFIRMATORY BORING (NX SIZE) M 188.55 2,639.89 22.50 712.74 3,563.68
407n PERMANENT PILE CASING FOR PILES Ton 247.22 3,993.41 82,815.62 21,764.06 108,820.30
411a STONE MASONRY RANDOM DRY CM 362.52 165.94 981.82 377.57 1,887.85
411b STONE MASONRY RANDOM WITH MORTAR CM 430.03 263.54 1,993.93 671.88 3,359.38
411c STONE MASONRY DRESSED UNCOURSED DRY CM 497.54 165.94 1,298.81 490.57 2,452.86
411d STONE MASONRY DRESSED UNCOURSED WITH CM 565.04 263.54 2,244.65 768.31 3,841.54
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 745.06 419.50 2,244.65 852.30 4,261.51
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 233.78 554.74 1,307.78 524.07 2,620.37
DIA 310 mm
Page 74 of 397
CLIENT: CSR - 2011 CONSULTANT:
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 233.78 616.97 1,690.52 635.32 3,176.59
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 221.68 1,097.40 2,109.10 857.05 4,285.23
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 232.22 1,377.91 3,230.72 1,210.21 6,051.06
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 269.91 1,772.89 4,744.86 1,696.92 8,484.58
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 335.63 2,187.37 6,695.32 2,304.58 11,522.90
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 434.34 2,171.36 8,642.57 2,812.07 14,060.35
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 511.35 2,636.66 11,087.40 3,558.85 17,794.26
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 605.95 3,076.10 20,102.09 5,946.03 29,730.17
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 233.78 554.74 1,386.84 543.84 2,719.19
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 227.53 616.97 1,856.90 675.35 3,376.75
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 221.68 1,097.40 2,587.00 976.52 4,882.60
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 232.22 1,377.91 4,435.50 1,511.41 7,557.03
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 269.91 1,772.89 6,119.56 2,040.59 10,202.95
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 335.63 2,187.37 9,018.74 2,885.43 14,427.17
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 434.34 2,171.36 11,512.33 3,529.51 17,647.55
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 511.35 2,636.66 14,510.85 4,414.71 22,073.57
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 605.95 3,076.10 27,814.57 7,874.15 39,370.77
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 92.51 157.23 683.50 233.31 1,166.55
PIPE CULVERT
Page 75 of 397
CLIENT: CSR - 2011 CONSULTANT:
502b CONCRETE CLASS B IN BEDDING AND CM 810.66 845.94 3,027.29 1,170.97 5,854.87
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 5.70 0.00 117.40 30.77 153.87
508a BRICK PAVING (SINGLE COURSE) SM 114.55 38.19 280.67 108.35 541.77
508b BRICK PAVING (DOUBLE COURSE) SM 204.56 38.19 555.52 199.57 997.84
509g REINFORCED CONCRETE SLOPE PROTECTION CM 824.72 481.58 3,559.79 1,216.52 6,082.61
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 50.45 275.72 683.90 252.52 1,262.58
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 156.26 103.71 111.20 92.79 463.97
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 200.01 132.75 142.34 118.78 593.88
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 254.02 288.91 531.49 268.61 1,343.03
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 317.52 361.14 664.37 335.76 1,678.79
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 254.02 288.91 286.21 207.29 1,036.43
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 317.52 361.14 357.76 259.11 1,295.53
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 76 of 397
CLIENT: CSR - 2011 CONSULTANT:
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 368.89 1,157.76 5,470.14 1,749.20 8,745.98
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,034.20 782.78 5,460.14 1,819.28 9,096.40
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 27.50 66.38 561.34 163.80 819.02
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 90.84 533.21 2,821.61 861.42 4,307.08
604d STEEL POST FOR METAL GUARD RAIL EACH 103.33 533.21 2,456.33 773.22 3,866.09
605a CONCRETE BEAM GUARDRAIL (INCL. CM 1,868.95 1,160.70 12,133.87 3,790.88 18,954.39
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 1,868.95 801.50 11,294.15 3,491.15 17,455.75
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 239.45 393.19 8,359.31 2,247.99 11,239.94
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 73.13 589.78 10,066.93 2,682.46 13,412.30
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 239.45 844.19 18,078.25 4,790.47 23,952.37
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 786.75 921.65 33,303.79 8,753.05 43,765.24
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 157.35 223.78 15,574.25 3,988.85 19,944.23
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 293.74 0.00 2,227.11 630.21 3,151.06
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 293.74 0.00 3,340.66 908.60 4,543.00
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 80.38 29.98 245.70 89.01 445.07
PAINT FOR 4.0 M ARROWS
Page 77 of 397
CLIENT: CSR - 2011 CONSULTANT:
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 80.38 52.71 748.06 220.29 1,101.43
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 3.75 7.50 34.58 11.46 57.28
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 3.75 13.18 99.75 29.17 145.85
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 3.75 7.50 46.11 14.34 71.69
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 3.75 13.18 133.00 37.48 187.41
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 80.38 29.98 333.90 111.06 555.32
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 80.38 52.71 1,257.80 347.72 1,738.61
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 66.88 29.98 163.80 65.16 325.82
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 66.88 52.71 499.46 154.76 773.81
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 66.88 29.98 222.60 79.86 399.32
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 66.88 52.71 839.80 239.85 1,199.23
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 9.84 111.18 175.56 74.15 370.74
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 9.84 111.18 206.56 81.90 409.49
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 106.78 182.71 352.19 160.42 802.11
610d TEN KILOMETER POST EACH 1,270.11 2,642.27 3,442.10 1,838.62 9,193.10
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 136.02 66.38 1,209.02 352.85 1,764.26
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 120.54 821.01 2.00 235.89 1,179.44
INCLUDING MAINTENANCE FOR 2 YEARS
Page 78 of 397
NATIONAL HIGHWAY AUTHORITY
COMPOSITE SCHEDULE OF RATES
January- 2011
FAISALABAD
(16)
SAMPAK INTERNATIONAL
Page 79 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 16 FAISALABAD
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 9.95 262.58 1.88 68.60 343.00
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 28.39 635.47 4.22 167.02 835.10
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 113.55 2,541.89 16.89 668.08 3,340.41
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 6.39 227.95 0.00 58.59 292.93
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 154.01 360.08 125.00 159.77 798.87
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 23.41 541.85 0.00 141.32 706.58
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 15.68 422.98 0.00 109.67 548.33
106c EXCAVATE SURPLUS COMMON MATERIAL CM 5.23 205.65 0.00 52.72 263.60
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 154.01 360.08 125.00 159.77 798.87
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 27.08 492.05 0.00 129.78 648.91
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 13.38 422.98 0.00 109.09 545.45
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 150.45 400.09 125.00 168.88 844.42
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 135.40 442.22 0.00 144.40 722.02
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 77.37 316.49 0.00 98.46 492.32
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.70 234.11 18.00 65.45 327.27
EXCAVATION IN COMMON MATERIAL
Page 80 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 16 FAISALABAD
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 27.74 578.46 144.73 187.73 938.66
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 20.80 637.82 8.55 166.79 833.97
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 18.49 574.85 8.00 150.33 751.67
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 11.04 119.41 152.97 70.85 354.27
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.94 43.86 5.15 12.74 63.69
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.41 30.11 2.73 8.56 42.81
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.16 23.59 2.80 6.89 34.44
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.77 26.79 2.80 7.84 39.20
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 109.42 2,324.40 9,113.27 2,886.77 14,433.86
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 109.42 2,324.40 9,338.38 2,943.05 14,715.26
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 117.62 2,427.71 9,104.48 2,912.45 14,562.25
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 117.62 2,427.71 9,348.50 2,973.46 14,867.28
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 344.91 2,060.49 62,108.84 16,128.56 80,642.80
MC-250
Page 81 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 16 FAISALABAD
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 344.91 2,060.49 62,108.84 16,128.56 80,642.80
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 128.35 188.22 840.58 289.29 1,446.44
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 212.77 3,721.78 7,459.10 2,848.41 14,242.07
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 141.29 207.88 1,058.60 351.94 1,759.71
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.35 64.78 18.78 21.48 107.38
207b DEEP PATCHING (15-30 cm) SM 2.35 64.78 18.78 21.48 107.38
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.55 373.82 12.00 98.09 490.46
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.31 40.20 2.40 10.98 54.89
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.43 2.36 69.82 18.15 90.77
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.42 2.36 60.93 15.93 79.64
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.17 0.86 28.04 7.27 36.34
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.17 0.86 24.36 6.35 31.74
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 97.46 2,293.29 9,764.92 3,038.92 15,194.58
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 97.46 2,198.28 10,368.32 3,166.01 15,830.07
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 236.40 513.14 7,072.02 1,955.39 9,776.94
307b OPEN GRADED HOT BIT-MAC CM 236.40 513.14 6,838.13 1,896.92 9,484.58
Page 82 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 16 FAISALABAD
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 41.16 1,050.92 3,603.18 1,173.81 5,869.07
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 302.78 1,746.20 62,108.84 16,039.46 80,197.28
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 742.53 2,175.42 4,657.14 1,893.77 9,468.87
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 742.53 2,175.42 4,874.78 1,948.18 9,740.92
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 742.53 2,175.42 5,086.34 2,001.07 10,005.37
401cii CONCRETE CLASS C (ON GROUND) CM 724.52 2,175.42 4,230.97 1,782.73 8,913.64
Page 83 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 16 FAISALABAD
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,268.86 0.00 70,919.07 18,296.98 91,484.90
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,268.86 0.00 75,119.07 19,346.98 96,734.90
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,819.93 3,667.20 83,322.90 22,202.51 111,012.54
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,510.84 12,010.50 141,687.87 39,302.30 196,511.51
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 158.02 0.00 1,364.19 380.55 1,902.76
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 158.02 0.00 812.00 242.50 1,212.52
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 13.05 18.40 133.69 41.28 206.42
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 538.82 0.00 80,588.79 20,281.90 101,409.51
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 557.57 0.00 126,238.15 31,698.93 158,494.65
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 613.82 0.00 1,074,071.14 268,671.24 1,343,356.20
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 538.82 0.00 68,883.86 17,355.67 86,778.35
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 136.67 0.00 435.89 143.14 715.69
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.91
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Page 84 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 16 FAISALABAD
406g STEEL OR METAL BEARING DEVICES KG 26.89 48.58 145.56 55.26 276.28
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 345.16 3,155.77 465.01 991.49 4,957.43
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 524.65 4,796.77 625.56 1,486.75 7,433.73
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 524.65 7,330.09 774.88 2,157.41 10,787.03
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 874.41 12,216.82 1,100.49 3,547.93 17,739.66
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 728.68 10,180.69 964.82 2,968.55 14,842.73
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,311.62 18,325.24 1,507.51 5,286.09 26,430.46
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 31,165.86 86,125.76 98,948.32 54,059.99 270,299.93
407i PILE LOAD TEST UPTO 240 TON EACH 31,165.86 86,125.76 213,275.64 82,641.82 413,209.08
407j PILE LOAD TEST UPTO 360 TON EACH 85,165.86 95,444.48 286,876.96 116,871.83 584,359.13
407k PILE LOAD TEST UPTO 550 TON EACH 125,665.86 119,305.60 456,785.20 175,439.17 877,195.83
407l PILE LOAD TEST UPTO 800 TON EACH 185,998.80 143,166.72 740,771.60 267,484.28 1,337,421.40
407m CONFIRMATORY BORING (NX SIZE) M 251.38 2,639.89 22.50 728.44 3,642.21
407n PERMANENT PILE CASING FOR PILES Ton 329.61 3,993.41 82,405.08 21,682.02 108,410.12
411a STONE MASONRY RANDOM DRY CM 483.33 165.94 1,180.49 457.44 2,287.20
411b STONE MASONRY RANDOM WITH MORTAR CM 573.33 263.54 2,560.73 849.40 4,247.01
411c STONE MASONRY DRESSED UNCOURSED DRY CM 663.33 165.94 1,489.54 579.70 2,898.51
411d STONE MASONRY DRESSED UNCOURSED WITH CM 753.33 263.54 2,711.47 932.09 4,660.43
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 993.33 419.50 2,711.47 1,031.08 5,155.38
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 311.67 554.74 1,211.24 519.41 2,597.06
DIA 310 mm
Page 85 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 16 FAISALABAD
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 311.67 616.97 1,524.26 613.22 3,066.12
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 295.55 1,097.40 1,855.10 812.01 4,060.07
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 309.59 1,377.91 2,799.38 1,121.72 5,608.59
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 359.84 1,772.89 3,865.43 1,499.54 7,497.70
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 447.46 2,187.37 5,371.99 2,001.70 10,008.52
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 579.07 2,171.36 7,319.12 2,517.39 12,586.94
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 681.72 2,636.66 9,711.87 3,257.56 16,287.81
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 807.84 3,076.10 14,666.31 4,637.56 23,187.82
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 311.67 554.74 1,290.30 539.18 2,695.88
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 303.33 616.97 1,690.64 652.74 3,263.68
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 295.55 1,097.40 2,333.00 931.49 4,657.44
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 309.59 1,377.91 4,004.16 1,422.91 7,114.56
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 359.84 1,772.89 5,240.13 1,843.21 9,216.07
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 447.46 2,187.37 7,695.41 2,582.56 12,912.80
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 579.07 2,171.36 10,188.88 3,234.83 16,174.14
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 681.72 2,636.66 13,135.32 4,113.42 20,567.12
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 807.84 3,076.10 22,378.79 6,565.68 32,828.42
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 123.33 157.23 731.97 253.13 1,265.66
PIPE CULVERT
Page 86 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 16 FAISALABAD
502b CONCRETE CLASS B IN BEDDING AND CM 1,080.83 845.94 3,507.49 1,358.57 6,792.83
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.60 0.00 115.34 30.73 153.67
508a BRICK PAVING (SINGLE COURSE) SM 152.72 38.19 273.28 116.05 580.24
508b BRICK PAVING (DOUBLE COURSE) SM 272.72 38.19 541.09 213.00 1,065.00
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,099.52 481.58 4,044.16 1,406.32 7,031.58
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 67.25 275.72 723.49 266.62 1,333.08
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 208.33 103.71 143.49 113.88 569.41
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 266.67 132.75 183.66 145.77 728.85
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 338.67 288.91 611.21 309.70 1,548.49
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 423.33 361.14 764.02 387.12 1,935.61
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 338.67 288.91 370.04 249.40 1,247.02
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 423.33 361.14 462.55 311.76 1,558.78
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 87 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 16 FAISALABAD
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 491.83 1,157.76 5,678.60 1,832.05 9,160.24
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,378.84 782.78 5,666.61 1,957.06 9,785.28
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 36.67 66.38 645.54 187.15 935.73
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 121.11 533.21 2,826.80 870.28 4,351.41
604d STEEL POST FOR METAL GUARD RAIL EACH 137.76 533.21 2,459.40 782.59 3,912.97
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,491.66 1,160.70 12,470.73 4,030.77 20,153.85
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,491.66 801.50 11,639.61 3,733.19 18,665.97
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 319.24 393.19 8,332.99 2,261.35 11,306.77
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 97.50 589.78 10,039.74 2,681.76 13,408.78
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 319.24 844.19 18,185.71 4,837.28 24,186.42
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,048.86 921.65 33,434.19 8,851.18 44,255.88
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 209.77 223.78 15,563.39 3,999.24 19,996.18
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 391.66 0.00 2,216.03 651.92 3,259.61
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 391.66 0.00 3,324.04 928.93 4,644.63
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 107.17 29.98 241.29 94.61 473.05
PAINT FOR 4.0 M ARROWS
Page 88 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 16 FAISALABAD
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 107.17 52.71 728.20 222.02 1,110.10
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.00 7.50 34.58 11.77 58.85
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.00 13.18 99.75 29.48 147.41
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.00 7.50 46.11 14.65 73.26
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.00 13.18 133.00 37.79 188.97
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 107.17 29.98 333.90 117.76 588.81
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 107.17 52.71 1,257.80 354.42 1,772.10
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 89.17 29.98 160.86 70.00 350.01
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 89.17 52.71 486.20 157.02 785.10
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 89.17 29.98 222.60 85.44 427.18
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 89.17 52.71 839.80 245.42 1,227.10
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 13.13 111.18 172.02 74.08 370.41
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 13.13 111.18 202.02 81.58 407.91
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 142.36 182.71 388.82 178.47 892.37
610d TEN KILOMETER POST EACH 1,693.33 2,642.27 3,627.12 1,990.68 9,953.39
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 181.34 66.38 1,262.44 377.54 1,887.69
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 160.71 821.01 2.00 245.93 1,229.65
INCLUDING MAINTENANCE FOR 2 YEARS
Page 89 of 397
NATIONAL HIGHWAY AUTHORITY
COMPOSITE SCHEDULE OF RATES
January- 2011
GUJRANWALA
(17)
SAMPAK INTERNATIONAL
Page 90 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 17 GUJRANWALA
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 10.45 262.58 1.88 68.73 343.63
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 30.02 635.47 4.22 167.43 837.14
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 120.06 2,541.89 16.89 669.71 3,348.55
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 6.42 227.95 0.00 58.59 292.97
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 157.77 360.08 125.00 160.71 803.56
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 24.17 541.85 0.00 141.50 707.52
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 16.11 422.98 0.00 109.77 548.87
106c EXCAVATE SURPLUS COMMON MATERIAL CM 5.25 205.65 0.00 52.73 263.63
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 157.77 360.08 125.00 160.71 803.56
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 27.71 492.05 0.00 129.94 649.69
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 13.81 422.98 0.00 109.20 545.99
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 153.92 400.09 125.00 169.75 848.77
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 138.53 442.22 0.00 145.19 725.94
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 79.16 316.49 0.00 98.91 494.56
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.93 234.11 18.00 65.51 327.55
EXCAVATION IN COMMON MATERIAL
Page 91 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 17 GUJRANWALA
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 28.66 578.46 144.73 187.96 939.81
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 21.49 637.82 8.55 166.97 834.83
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 19.10 574.85 8.00 150.49 752.44
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 11.37 119.41 152.97 70.94 354.68
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.99 43.86 5.15 12.75 63.75
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.44 30.11 2.73 8.57 42.85
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.20 23.59 2.80 6.90 34.49
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.83 26.79 2.80 7.85 39.27
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 114.95 2,324.40 9,197.01 2,909.09 14,545.45
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 114.95 2,324.40 9,367.93 2,951.82 14,759.11
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 123.39 2,427.71 9,188.22 2,934.83 14,674.15
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 123.39 2,427.71 9,377.98 2,982.27 14,911.36
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 353.26 2,060.49 61,784.70 16,049.61 80,248.05
MC-250
Page 92 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 17 GUJRANWALA
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 353.26 2,060.49 61,784.70 16,049.61 80,248.05
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 137.40 188.22 955.86 320.37 1,601.84
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 221.79 3,721.78 7,511.18 2,863.69 14,318.44
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 151.50 207.88 1,339.86 424.81 2,124.05
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.41 64.78 14.95 20.54 102.68
207b DEEP PATCHING (15-30 cm) SM 2.41 64.78 14.95 20.54 102.68
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.61 373.82 12.00 98.11 490.54
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.32 40.20 2.40 10.98 54.90
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.44 2.36 69.50 18.08 90.38
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.43 2.36 60.61 15.85 79.25
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.18 0.86 27.91 7.24 36.19
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.18 0.86 24.23 6.32 31.59
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 101.98 2,293.29 9,828.44 3,055.93 15,279.64
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 101.98 2,198.28 10,446.90 3,186.79 15,933.96
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 248.92 513.14 7,126.91 1,972.24 9,861.21
307b OPEN GRADED HOT BIT-MAC CM 248.92 513.14 6,903.52 1,916.39 9,581.96
Page 93 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 17 GUJRANWALA
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 43.16 1,050.92 3,603.18 1,174.31 5,871.57
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 311.13 1,746.20 61,784.70 15,960.51 79,802.54
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 761.66 2,175.42 4,211.17 1,787.06 8,935.32
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 761.66 2,175.42 4,450.44 1,846.88 9,234.41
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 761.66 2,175.42 4,734.99 1,918.02 9,590.09
401cii CONCRETE CLASS C (ON GROUND) CM 748.87 2,175.42 4,007.85 1,733.03 8,665.17
Page 94 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 17 GUJRANWALA
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,318.94 0.00 70,533.16 18,213.02 91,065.12
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,318.94 0.00 74,733.16 19,263.02 96,315.12
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,859.99 3,667.20 83,322.90 22,212.52 111,062.62
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,510.84 12,010.50 141,892.37 39,353.43 196,767.13
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 163.58 0.00 1,364.44 382.00 1,910.02
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 163.58 0.00 806.35 242.48 1,212.41
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 13.43 18.40 133.69 41.38 206.89
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 551.34 0.00 80,588.79 20,285.03 101,425.16
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 571.66 0.00 126,238.15 31,702.45 158,512.25
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 632.60 0.00 1,074,071.14 268,675.93 1,343,379.67
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 551.34 0.00 68,883.86 17,358.80 86,794.00
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 141.67 0.00 432.79 143.62 718.08
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.91
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.97
SIZE AND THICKNESS) - IMPORTED
Page 95 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 17 GUJRANWALA
406g STEEL OR METAL BEARING DEVICES KG 27.89 48.58 145.56 55.51 277.54
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 345.82 3,155.77 465.01 991.65 4,958.25
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 525.65 4,796.77 625.56 1,487.00 7,434.98
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 525.65 7,330.09 774.88 2,157.66 10,788.28
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 876.08 12,216.82 1,100.49 3,548.35 17,741.75
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 730.07 10,180.69 964.82 2,968.89 14,844.47
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,314.13 18,325.24 1,507.51 5,286.72 26,433.59
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 33,419.46 86,125.76 88,185.04 51,932.57 259,662.83
407i PILE LOAD TEST UPTO 240 TON EACH 33,419.46 86,125.76 191,749.08 77,823.58 389,117.88
407j PILE LOAD TEST UPTO 360 TON EACH 91,926.66 95,444.48 254,587.12 110,489.57 552,447.83
407k PILE LOAD TEST UPTO 550 TON EACH 135,807.06 119,305.60 404,191.90 164,826.14 824,130.70
407l PILE LOAD TEST UPTO 800 TON EACH 201,022.80 143,166.72 656,377.70 250,141.81 1,250,709.03
407m CONFIRMATORY BORING (NX SIZE) M 260.77 2,639.89 22.50 730.79 3,653.95
407n PERMANENT PILE CASING FOR PILES Ton 342.13 3,993.41 82,405.08 21,685.15 108,425.77
411a STONE MASONRY RANDOM DRY CM 500.86 165.94 1,489.54 539.08 2,695.42
411b STONE MASONRY RANDOM WITH MORTAR CM 595.87 263.54 2,431.74 822.79 4,113.93
411c STONE MASONRY DRESSED UNCOURSED DRY CM 688.37 165.94 1,823.30 669.40 3,347.01
411d STONE MASONRY DRESSED UNCOURSED WITH CM 780.88 263.54 2,716.70 940.28 4,701.39
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 1,033.40 419.50 2,716.70 1,042.40 5,211.99
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 331.07 554.74 888.57 443.60 2,217.98
DIA 310 mm
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Dcode 17 GUJRANWALA
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 331.07 616.97 1,046.71 498.69 2,493.44
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 311.82 1,097.40 1,250.37 664.90 3,324.49
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 327.80 1,377.91 1,816.54 880.56 4,402.80
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 380.33 1,772.89 2,966.15 1,279.84 6,399.21
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 471.36 2,187.37 4,583.99 1,810.68 9,053.41
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 610.00 2,171.36 5,615.66 2,099.26 10,496.28
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 719.28 2,636.66 11,040.23 3,599.04 17,995.21
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 850.62 3,076.10 15,097.88 4,756.15 23,780.75
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 331.07 554.74 1,159.58 511.35 2,556.74
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 322.74 616.97 1,395.15 583.72 2,918.58
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 311.82 1,097.40 1,598.82 752.01 3,760.05
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 327.80 1,377.91 2,474.71 1,045.10 5,225.51
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 380.33 1,772.89 3,779.18 1,483.10 7,415.50
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 471.36 2,187.37 5,668.03 2,081.69 10,408.46
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 610.00 2,171.36 7,164.29 2,486.41 12,432.07
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 719.28 2,636.66 13,759.49 4,278.86 21,394.28
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 850.62 3,076.10 19,781.79 5,927.13 29,635.64
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 130.43 157.23 699.22 246.72 1,233.60
PIPE CULVERT
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Dcode 17 GUJRANWALA
502b CONCRETE CLASS B IN BEDDING AND CM 1,115.60 845.94 3,058.21 1,254.94 6,274.70
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.81 0.00 115.34 30.79 153.94
508a BRICK PAVING (SINGLE COURSE) SM 159.23 38.19 216.32 103.43 517.17
508b BRICK PAVING (DOUBLE COURSE) SM 284.24 38.19 428.38 187.70 938.51
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,149.60 481.58 3,598.46 1,307.41 6,537.05
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 71.43 275.72 678.13 256.32 1,281.60
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 216.94 103.71 193.71 128.59 642.95
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 277.68 132.75 247.95 164.60 822.98
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 351.69 288.91 582.99 305.90 1,529.49
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 439.61 361.14 728.74 382.37 1,911.87
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 351.69 288.91 348.83 247.36 1,236.79
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 439.61 361.14 436.04 309.20 1,545.99
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
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Dcode 17 GUJRANWALA
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 504.14 1,157.76 5,424.82 1,771.68 8,858.40
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,432.05 782.78 5,412.29 1,906.78 9,533.90
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 38.17 66.38 611.11 178.91 894.56
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 126.12 533.21 2,803.26 865.65 4,328.24
604d STEEL POST FOR METAL GUARD RAIL EACH 142.77 533.21 2,443.73 779.93 3,899.64
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,629.38 1,160.70 12,040.48 3,957.64 19,788.19
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,629.38 801.50 11,213.96 3,661.21 18,306.04
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 333.43 393.19 8,343.88 2,267.62 11,338.12
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 101.88 589.78 10,056.08 2,686.93 13,434.67
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 333.43 844.19 18,048.22 4,806.46 24,032.30
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,112.72 921.65 33,227.96 8,815.58 44,077.91
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 222.54 223.78 15,522.15 3,992.12 19,960.59
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 397.92 0.00 2,216.03 653.49 3,267.44
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 397.92 0.00 3,324.04 930.49 4,652.45
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 108.92 29.98 243.81 95.68 478.39
PAINT FOR 4.0 M ARROWS
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Dcode 17 GUJRANWALA
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 108.92 52.71 741.44 225.77 1,128.84
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.23 7.50 34.58 11.83 59.14
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.23 13.18 99.75 29.54 147.70
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.23 7.50 46.11 14.71 73.55
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.23 13.18 133.00 37.85 189.27
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 108.92 29.98 333.90 118.20 591.00
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 108.92 52.71 1,257.80 354.86 1,774.29
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 90.92 29.98 162.54 70.86 354.30
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 90.92 52.71 495.04 159.67 798.34
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 90.92 29.98 222.60 85.88 429.38
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 90.92 52.71 839.80 245.86 1,229.29
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 13.59 111.18 172.48 74.31 371.56
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 13.59 111.18 202.48 81.81 409.06
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 151.54 182.71 353.42 171.92 859.59
610d TEN KILOMETER POST EACH 1,770.95 2,642.27 3,423.84 1,959.27 9,796.33
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 190.35 66.38 1,274.55 382.82 1,914.10
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 167.42 821.01 2.00 247.61 1,238.04
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
GUJRAT
(18)
SAMPAK INTERNATIONAL
Dcode 18 GUJRAT
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 10.45 262.58 1.88 68.73 343.63
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 30.02 635.47 4.22 167.43 837.14
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 120.06 2,541.89 16.89 669.71 3,348.55
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 6.42 227.95 0.00 58.59 292.97
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 157.77 360.08 125.00 160.71 803.56
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 24.17 541.85 0.00 141.50 707.52
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 16.11 422.98 0.00 109.77 548.87
106c EXCAVATE SURPLUS COMMON MATERIAL CM 5.25 205.65 0.00 52.73 263.63
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 157.77 360.08 125.00 160.71 803.56
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 27.71 492.05 0.00 129.94 649.69
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 13.81 422.98 0.00 109.20 545.99
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 153.92 400.09 125.00 169.75 848.77
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 138.53 442.22 0.00 145.19 725.94
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 79.16 316.49 0.00 98.91 494.56
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.93 234.11 18.00 65.51 327.55
EXCAVATION IN COMMON MATERIAL
Dcode 18 GUJRAT
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 28.66 578.46 144.73 187.96 939.81
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 21.49 637.82 8.55 166.97 834.83
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 19.10 574.85 8.00 150.49 752.44
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 11.37 119.41 152.97 70.94 354.68
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.99 43.86 5.15 12.75 63.75
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.44 30.11 2.73 8.57 42.85
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.20 23.59 2.80 6.90 34.49
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.83 26.79 2.80 7.85 39.27
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 114.95 2,324.40 8,980.32 2,854.92 14,274.59
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 114.95 2,324.40 9,154.87 2,898.55 14,492.77
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 123.39 2,427.71 8,971.58 2,880.67 14,403.35
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 123.39 2,427.71 9,164.87 2,928.99 14,644.97
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 353.26 2,060.49 61,506.86 15,980.15 79,900.76
MC-250
Dcode 18 GUJRAT
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 353.26 2,060.49 61,506.86 15,980.15 79,900.76
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 137.40 188.22 794.47 280.02 1,400.10
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 221.79 3,721.78 7,321.95 2,816.38 14,081.90
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 151.50 207.88 1,467.27 456.66 2,283.32
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.41 64.78 17.86 21.26 106.32
207b DEEP PATCHING (15-30 cm) SM 2.41 64.78 17.86 21.26 106.32
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.61 373.82 12.00 98.11 490.54
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.32 40.20 2.40 10.98 54.90
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.44 2.36 69.22 18.01 90.03
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.43 2.36 60.33 15.78 78.90
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.18 0.86 27.80 7.21 36.05
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.18 0.86 24.12 6.29 31.45
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 101.98 2,293.29 9,609.31 3,001.15 15,005.73
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 101.98 2,198.28 10,228.15 3,132.10 15,660.51
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 248.92 513.14 6,954.05 1,929.03 9,645.13
307b OPEN GRADED HOT BIT-MAC CM 248.92 513.14 6,732.02 1,873.52 9,367.59
Dcode 18 GUJRAT
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 43.16 1,050.92 3,603.18 1,174.31 5,871.57
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 311.13 1,746.20 61,506.86 15,891.05 79,455.24
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 761.66 2,175.42 4,163.46 1,775.14 8,875.68
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 761.66 2,175.42 4,404.32 1,835.35 9,176.76
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 761.66 2,175.42 4,667.87 1,901.24 9,506.19
401cii CONCRETE CLASS C (ON GROUND) CM 748.87 2,175.42 3,912.71 1,709.25 8,546.24
Dcode 18 GUJRAT
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,318.94 0.00 70,915.41 18,308.59 91,542.94
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,318.94 0.00 75,115.41 19,358.59 96,792.94
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,859.99 3,667.20 83,322.90 22,212.52 111,062.62
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,510.84 12,010.50 141,896.55 39,354.47 196,772.36
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 163.58 0.00 1,364.13 381.93 1,909.65
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 163.58 0.00 806.05 242.41 1,212.03
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 13.43 18.40 133.69 41.38 206.89
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 551.34 0.00 80,588.79 20,285.03 101,425.16
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 571.66 0.00 126,238.15 31,702.45 158,512.25
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 632.60 0.00 1,074,071.14 268,675.93 1,343,379.67
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 551.34 0.00 68,883.86 17,358.80 86,794.00
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 141.67 0.00 432.79 143.62 718.08
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.91
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.97
SIZE AND THICKNESS) - IMPORTED
Dcode 18 GUJRAT
406g STEEL OR METAL BEARING DEVICES KG 27.89 48.58 145.56 55.51 277.54
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 345.82 3,155.77 465.01 991.65 4,958.25
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 525.65 4,796.77 625.56 1,487.00 7,434.98
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 525.65 7,330.09 774.88 2,157.66 10,788.28
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 876.08 12,216.82 1,100.49 3,548.35 17,741.75
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 730.07 10,180.69 964.82 2,968.89 14,844.47
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,314.13 18,325.24 1,507.51 5,286.72 26,433.59
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 33,419.46 86,125.76 96,364.64 53,977.47 269,887.33
407i PILE LOAD TEST UPTO 240 TON EACH 33,419.46 86,125.76 208,108.28 81,913.38 409,566.88
407j PILE LOAD TEST UPTO 360 TON EACH 91,926.66 95,444.48 279,125.92 116,624.27 583,121.33
407k PILE LOAD TEST UPTO 550 TON EACH 135,807.06 119,305.60 444,160.40 174,818.27 874,091.33
407l PILE LOAD TEST UPTO 800 TON EACH 201,022.80 143,166.72 720,513.20 266,175.68 1,330,878.40
407m CONFIRMATORY BORING (NX SIZE) M 260.77 2,639.89 22.50 730.79 3,653.95
407n PERMANENT PILE CASING FOR PILES Ton 342.13 3,993.41 82,405.08 21,685.15 108,425.77
411a STONE MASONRY RANDOM DRY CM 500.86 165.94 1,666.13 583.23 2,916.16
411b STONE MASONRY RANDOM WITH MORTAR CM 595.87 263.54 2,645.50 876.23 4,381.14
411c STONE MASONRY DRESSED UNCOURSED DRY CM 688.37 165.94 2,037.87 723.04 3,615.22
411d STONE MASONRY DRESSED UNCOURSED WITH CM 780.88 263.54 2,959.15 1,000.89 5,004.46
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 1,033.40 419.50 2,959.15 1,103.01 5,515.05
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 331.07 554.74 917.35 450.79 2,253.96
DIA 310 mm
Page 107 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 18 GUJRAT
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 331.07 616.97 1,094.12 510.54 2,552.71
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 311.82 1,097.40 1,321.03 682.57 3,412.83
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 327.80 1,377.91 1,933.50 909.80 4,549.00
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 380.33 1,772.89 3,198.37 1,337.90 6,689.49
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 471.36 2,187.37 4,931.90 1,897.66 9,488.29
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 610.00 2,171.36 5,963.57 2,186.23 10,931.16
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 719.28 2,636.66 11,403.50 3,689.86 18,449.30
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 850.62 3,076.10 16,500.81 5,106.88 25,534.41
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 331.07 554.74 1,188.36 518.54 2,592.72
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 322.74 616.97 1,442.57 595.57 2,977.86
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 311.82 1,097.40 1,669.47 769.68 3,848.38
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 327.80 1,377.91 2,591.67 1,074.34 5,371.71
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 380.33 1,772.89 4,011.40 1,541.15 7,705.77
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 471.36 2,187.37 6,015.95 2,168.67 10,843.35
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 610.00 2,171.36 7,512.20 2,573.39 12,866.95
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 719.28 2,636.66 14,122.76 4,369.67 21,848.37
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 850.62 3,076.10 21,184.72 6,277.86 31,389.30
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 130.43 157.23 682.04 242.42 1,212.12
PIPE CULVERT
Dcode 18 GUJRAT
502b CONCRETE CLASS B IN BEDDING AND CM 1,115.60 845.94 2,989.98 1,237.88 6,189.41
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.81 0.00 115.34 30.79 153.94
508a BRICK PAVING (SINGLE COURSE) SM 159.23 38.19 226.61 106.01 530.05
508b BRICK PAVING (DOUBLE COURSE) SM 284.24 38.19 448.05 192.62 963.09
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,149.60 481.58 3,550.78 1,295.49 6,477.46
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 71.43 275.72 674.38 255.38 1,276.91
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 216.94 103.71 222.40 135.76 678.82
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 277.68 132.75 284.68 173.78 868.89
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 351.69 288.91 617.48 314.52 1,572.60
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 439.61 361.14 771.85 393.15 1,965.75
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 351.69 288.91 379.84 255.11 1,275.55
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 439.61 361.14 474.80 318.89 1,594.44
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 109 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 18 GUJRAT
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 504.14 1,157.76 5,415.71 1,769.40 8,847.01
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,432.05 782.78 5,403.17 1,904.50 9,522.49
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 38.17 66.38 605.78 177.58 887.91
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 126.12 533.21 2,809.04 867.09 4,335.47
604d STEEL POST FOR METAL GUARD RAIL EACH 142.77 533.21 2,446.50 780.62 3,903.11
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,629.38 1,160.70 12,011.05 3,950.28 19,751.40
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,629.38 801.50 11,179.98 3,652.71 18,263.57
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 333.43 393.19 8,328.63 2,263.81 11,319.06
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 101.88 589.78 10,033.21 2,681.22 13,406.09
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 333.43 844.19 18,024.67 4,800.57 24,002.86
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,112.72 921.65 33,192.63 8,806.75 44,033.75
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 222.54 223.78 15,515.08 3,990.35 19,951.76
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 397.92 0.00 2,216.03 653.49 3,267.44
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 397.92 0.00 3,324.04 930.49 4,652.45
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 108.92 29.98 243.81 95.68 478.39
PAINT FOR 4.0 M ARROWS
Dcode 18 GUJRAT
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 108.92 52.71 741.44 225.77 1,128.84
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.23 7.50 34.58 11.83 59.14
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.23 13.18 99.75 29.54 147.70
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.23 7.50 46.11 14.71 73.55
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.23 13.18 133.00 37.85 189.27
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 108.92 29.98 333.90 118.20 591.00
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 108.92 52.71 1,257.80 354.86 1,774.29
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 90.92 29.98 162.54 70.86 354.30
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 90.92 52.71 495.04 159.67 798.34
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 90.92 29.98 222.60 85.88 429.38
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 90.92 52.71 839.80 245.86 1,229.29
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 13.59 111.18 172.52 74.32 371.62
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 13.59 111.18 202.52 81.82 409.12
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 151.54 182.71 348.19 170.61 853.05
610d TEN KILOMETER POST EACH 1,770.95 2,642.27 3,402.56 1,953.95 9,769.73
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 190.35 66.38 1,264.88 380.40 1,902.01
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 167.42 821.01 2.00 247.61 1,238.04
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
HAFIZABAD
(20A)
SAMPAK INTERNATIONAL
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 10.45 262.58 1.88 68.73 343.63
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 30.02 635.47 4.22 167.43 837.14
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 120.06 2,541.89 16.89 669.71 3,348.55
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 6.42 227.95 0.00 58.59 292.97
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 157.77 360.08 125.00 160.71 803.56
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 24.17 541.85 0.00 141.50 707.52
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 16.11 422.98 0.00 109.77 548.87
106c EXCAVATE SURPLUS COMMON MATERIAL CM 5.25 205.65 0.00 52.73 263.63
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 157.77 360.08 125.00 160.71 803.56
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 27.71 492.05 0.00 129.94 649.69
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 13.81 422.98 0.00 109.20 545.99
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 153.92 400.09 125.00 169.75 848.77
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 138.53 442.22 0.00 145.19 725.94
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 79.16 316.49 0.00 98.91 494.56
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.93 234.11 18.00 65.51 327.55
EXCAVATION IN COMMON MATERIAL
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 28.66 578.46 144.73 187.96 939.81
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 21.49 637.82 8.55 166.97 834.83
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 19.10 574.85 8.00 150.49 752.44
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 11.37 119.41 152.97 70.94 354.68
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.99 43.86 5.15 12.75 63.75
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.44 30.11 2.73 8.57 42.85
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.20 23.59 2.80 6.90 34.49
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.83 26.79 2.80 7.85 39.27
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 114.95 2,324.40 9,235.27 2,918.66 14,593.28
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 114.95 2,324.40 9,406.02 2,961.34 14,806.72
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 123.39 2,427.71 9,226.48 2,944.39 14,721.97
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 123.39 2,427.71 9,416.10 2,991.80 14,959.00
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 353.26 2,060.49 61,902.14 16,078.97 80,394.86
MC-250
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 353.26 2,060.49 61,902.14 16,078.97 80,394.86
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 137.40 188.22 978.92 326.13 1,630.66
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 221.79 3,721.78 7,543.43 2,871.75 14,358.75
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 151.50 207.88 1,308.41 416.95 2,084.74
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.41 64.78 15.97 20.79 103.96
207b DEEP PATCHING (15-30 cm) SM 2.41 64.78 15.97 20.79 103.96
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.61 373.82 12.00 98.11 490.54
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.32 40.20 2.40 10.98 54.90
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.44 2.36 69.62 18.10 90.52
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.43 2.36 60.73 15.88 79.39
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.18 0.86 27.96 7.25 36.25
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.18 0.86 24.28 6.33 31.65
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 101.98 2,293.29 9,867.93 3,065.80 15,329.00
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 101.98 2,198.28 10,487.13 3,196.85 15,984.24
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 248.92 513.14 7,158.47 1,980.13 9,900.65
307b OPEN GRADED HOT BIT-MAC CM 248.92 513.14 6,934.50 1,924.14 9,620.68
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 43.16 1,050.92 3,603.18 1,174.31 5,871.57
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 311.13 1,746.20 61,902.14 15,989.87 79,949.34
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 761.66 2,175.42 4,238.94 1,794.01 8,970.03
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 761.66 2,175.42 4,477.29 1,853.59 9,267.97
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 761.66 2,175.42 4,762.17 1,924.81 9,624.07
401cii CONCRETE CLASS C (ON GROUND) CM 748.87 2,175.42 4,032.93 1,739.30 8,696.52
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,318.94 0.00 70,754.99 18,268.48 91,342.41
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,318.94 0.00 74,954.99 19,318.48 96,592.41
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,859.99 3,667.20 83,322.90 22,212.52 111,062.62
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,510.84 12,010.50 141,893.84 39,353.80 196,768.98
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 163.58 0.00 1,364.57 382.04 1,910.18
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 163.58 0.00 806.48 242.51 1,212.57
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 13.43 18.40 133.69 41.38 206.89
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 551.34 0.00 80,588.79 20,285.03 101,425.16
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 571.66 0.00 126,238.15 31,702.45 158,512.25
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 632.60 0.00 1,074,071.14 268,675.93 1,343,379.67
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 551.34 0.00 68,883.86 17,358.80 86,794.00
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 141.67 0.00 432.79 143.62 718.08
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.91
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.97
SIZE AND THICKNESS) - IMPORTED
406g STEEL OR METAL BEARING DEVICES KG 27.89 48.58 145.56 55.51 277.54
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 345.82 3,155.77 465.01 991.65 4,958.25
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 525.65 4,796.77 625.56 1,487.00 7,434.98
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 525.65 7,330.09 774.88 2,157.66 10,788.28
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 876.08 12,216.82 1,100.49 3,548.35 17,741.75
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 730.07 10,180.69 964.82 2,968.89 14,844.47
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,314.13 18,325.24 1,507.51 5,286.72 26,433.59
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 33,419.46 86,125.76 91,068.80 52,653.51 263,267.53
407i PILE LOAD TEST UPTO 240 TON EACH 33,419.46 86,125.76 197,516.60 79,265.46 396,327.28
407j PILE LOAD TEST UPTO 360 TON EACH 91,926.66 95,444.48 263,238.40 112,652.39 563,261.93
407k PILE LOAD TEST UPTO 550 TON EACH 135,807.06 119,305.60 418,283.00 168,348.92 841,744.58
407l PILE LOAD TEST UPTO 800 TON EACH 201,022.80 143,166.72 678,989.00 255,794.63 1,278,973.15
407m CONFIRMATORY BORING (NX SIZE) M 260.77 2,639.89 22.50 730.79 3,653.95
407n PERMANENT PILE CASING FOR PILES Ton 342.13 3,993.41 82,405.08 21,685.15 108,425.77
411a STONE MASONRY RANDOM DRY CM 500.86 165.94 1,445.39 528.05 2,640.24
411b STONE MASONRY RANDOM WITH MORTAR CM 595.87 263.54 2,400.69 815.03 4,075.13
411c STONE MASONRY DRESSED UNCOURSED DRY CM 688.37 165.94 1,775.62 657.48 3,287.41
411d STONE MASONRY DRESSED UNCOURSED WITH CM 780.88 263.54 2,678.85 930.82 4,654.08
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 1,033.40 419.50 2,678.85 1,032.93 5,164.67
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 331.07 554.74 905.01 447.71 2,238.53
DIA 310 mm
Page 118 of 397
CLIENT: CSR - 2011 CONSULTANT:
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 331.07 616.97 1,073.91 505.49 2,527.44
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 311.82 1,097.40 1,291.00 675.06 3,375.28
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 327.80 1,377.91 1,883.98 897.42 4,487.10
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 380.33 1,772.89 3,100.42 1,313.41 6,567.05
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 471.36 2,187.37 4,785.26 1,861.00 9,304.99
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 610.00 2,171.36 5,816.94 2,149.57 10,747.87
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 719.28 2,636.66 11,250.28 3,651.56 18,257.78
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 850.62 3,076.10 15,911.14 4,959.46 24,797.32
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 331.07 554.74 1,176.02 515.46 2,577.29
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 322.74 616.97 1,422.35 590.52 2,952.58
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 311.82 1,097.40 1,639.45 762.17 3,810.85
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 327.80 1,377.91 2,542.15 1,061.96 5,309.81
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 380.33 1,772.89 3,913.45 1,516.67 7,583.34
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 471.36 2,187.37 5,869.31 2,132.01 10,660.05
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 610.00 2,171.36 7,365.57 2,536.73 12,683.66
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 719.28 2,636.66 13,969.54 4,331.37 21,656.85
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 850.62 3,076.10 20,595.05 6,130.44 30,652.21
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 130.43 157.23 733.91 255.39 1,276.97
PIPE CULVERT
502b CONCRETE CLASS B IN BEDDING AND CM 1,115.60 845.94 3,088.32 1,262.47 6,312.33
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.81 0.00 115.34 30.79 153.94
508a BRICK PAVING (SINGLE COURSE) SM 159.23 38.19 217.96 103.84 519.22
508b BRICK PAVING (DOUBLE COURSE) SM 284.24 38.19 431.33 188.44 942.20
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,149.60 481.58 3,626.22 1,314.35 6,571.75
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 71.43 275.72 713.83 265.24 1,326.22
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 216.94 103.71 186.53 126.80 633.98
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 277.68 132.75 238.76 162.30 811.50
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 351.69 288.91 580.59 305.30 1,526.49
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 439.61 361.14 725.74 381.62 1,908.11
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 351.69 288.91 344.44 246.26 1,231.30
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 439.61 361.14 430.55 307.83 1,539.13
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 120 of 397
CLIENT: CSR - 2011 CONSULTANT:
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 504.14 1,157.76 5,449.05 1,777.74 8,888.68
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,432.05 782.78 5,436.52 1,912.84 9,564.19
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 38.17 66.38 613.77 179.58 897.89
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 126.12 533.21 2,818.49 869.46 4,347.28
604d STEEL POST FOR METAL GUARD RAIL EACH 142.77 533.21 2,456.33 783.08 3,915.39
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,629.38 1,160.70 12,093.84 3,970.98 19,854.89
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,629.38 801.50 11,264.68 3,673.89 18,369.44
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 333.43 393.19 8,346.06 2,268.17 11,340.84
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 101.88 589.78 10,059.35 2,687.75 13,438.76
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 333.43 844.19 18,058.50 4,809.03 24,045.14
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,112.72 921.65 33,243.37 8,819.43 44,097.17
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 222.54 223.78 15,525.23 3,992.89 19,964.44
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 397.92 0.00 2,216.03 653.49 3,267.44
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 397.92 0.00 3,324.04 930.49 4,652.45
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 108.92 29.98 243.81 95.68 478.39
PAINT FOR 4.0 M ARROWS
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 108.92 52.71 741.44 225.77 1,128.84
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.23 7.50 34.58 11.83 59.14
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.23 13.18 99.75 29.54 147.70
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.23 7.50 46.11 14.71 73.55
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.23 13.18 133.00 37.85 189.27
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 108.92 29.98 333.90 118.20 591.00
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 108.92 52.71 1,257.80 354.86 1,774.29
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 90.92 29.98 162.54 70.86 354.30
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 90.92 52.71 495.04 159.67 798.34
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 90.92 29.98 222.60 85.88 429.38
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 90.92 52.71 839.80 245.86 1,229.29
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 13.59 111.18 172.49 74.32 371.58
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 13.59 111.18 202.49 81.82 409.08
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 151.54 182.71 356.16 172.60 863.02
610d TEN KILOMETER POST EACH 1,770.95 2,642.27 3,443.65 1,964.22 9,821.09
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 190.35 66.38 1,269.26 381.50 1,907.49
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 167.42 821.01 2.00 247.61 1,238.04
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
JHANG
(22)
SAMPAK INTERNATIONAL
Dcode 22 JHANG
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 9.62 262.58 1.88 68.52 342.59
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 27.65 635.47 4.22 166.84 834.18
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 110.59 2,541.89 16.89 667.34 3,336.71
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.89 227.95 0.00 58.46 292.30
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 144.92 360.08 125.00 157.50 787.51
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 22.21 541.85 0.00 141.02 705.08
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 14.80 422.98 0.00 109.45 547.23
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.82 205.65 0.00 52.62 263.08
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 144.92 360.08 125.00 157.50 787.51
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 25.45 492.05 0.00 129.37 646.87
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 12.69 422.98 0.00 108.92 544.60
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 141.38 400.09 125.00 166.62 833.09
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 127.24 442.22 0.00 142.36 711.82
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 72.71 316.49 0.00 97.30 486.49
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.12 234.11 18.00 65.31 326.53
EXCAVATION IN COMMON MATERIAL
Dcode 22 JHANG
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 26.34 578.46 144.73 187.38 936.92
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 19.76 637.82 8.55 166.53 832.66
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 17.56 574.85 8.00 150.10 750.51
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 10.45 119.41 152.97 70.71 353.53
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.83 43.86 5.15 12.71 63.55
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.33 30.11 2.73 8.54 42.70
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.11 23.59 2.80 6.87 34.37
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.68 26.79 2.80 7.82 39.09
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 105.82 2,324.40 9,269.92 2,925.03 14,625.17
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 105.82 2,324.40 9,490.58 2,980.20 14,901.00
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 113.58 2,427.71 9,261.11 2,950.60 14,753.00
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 113.58 2,427.71 9,500.66 3,010.49 15,052.44
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 324.49 2,060.49 62,037.73 16,105.68 80,528.39
MC-250
Dcode 22 JHANG
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 324.49 2,060.49 62,037.73 16,105.68 80,528.39
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 126.69 188.22 978.92 323.45 1,617.27
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 204.04 3,721.78 7,600.55 2,881.59 14,407.97
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 139.71 207.88 1,203.68 387.82 1,939.09
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.22 64.78 17.58 21.15 105.73
207b DEEP PATCHING (15-30 cm) SM 2.22 64.78 17.58 21.15 105.73
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.07 373.82 12.00 97.97 489.86
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.21 40.20 2.40 10.95 54.77
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.40 2.36 69.75 18.13 90.65
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.39 2.36 60.86 15.90 79.52
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.16 0.86 28.01 7.26 36.30
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.16 0.86 24.33 6.34 31.70
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 93.86 2,293.29 9,920.18 3,076.83 15,384.16
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 93.86 2,198.28 10,520.13 3,203.07 16,015.34
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 229.20 513.14 7,192.90 1,983.81 9,919.03
307b OPEN GRADED HOT BIT-MAC CM 229.20 513.14 6,959.36 1,925.42 9,627.11
Dcode 22 JHANG
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 39.73 1,050.92 3,603.18 1,173.46 5,867.28
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 285.88 1,746.20 62,037.73 16,017.45 80,087.26
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 699.75 2,175.42 4,462.80 1,834.49 9,172.46
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 699.75 2,175.42 4,686.82 1,890.50 9,452.49
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 699.75 2,175.42 4,946.33 1,955.38 9,776.88
401cii CONCRETE CLASS C (ON GROUND) CM 688.45 2,175.42 4,183.56 1,761.86 8,809.28
Dcode 22 JHANG
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,129.77 0.00 71,115.94 18,311.43 91,557.14
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,129.77 0.00 75,315.94 19,361.43 96,807.14
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,708.26 3,667.20 83,322.90 22,174.59 110,872.96
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,218.25 12,010.50 141,898.78 39,281.88 196,409.41
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 150.40 0.00 1,364.71 378.78 1,893.90
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 150.40 0.00 806.97 239.34 1,196.72
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 12.34 18.40 133.69 41.11 205.53
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 506.40 0.00 80,207.93 20,178.58 100,892.91
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 525.15 0.00 125,660.29 31,546.36 157,731.80
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 581.40 0.00 1,068,817.84 267,349.81 1,336,749.05
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 506.40 0.00 68,552.20 17,264.65 86,323.25
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 130.28 0.00 440.09 142.59 712.95
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Dcode 22 JHANG
406g STEEL OR METAL BEARING DEVICES KG 25.65 48.58 145.56 54.95 274.73
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 317.05 3,155.77 467.37 985.05 4,925.25
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 481.92 4,796.77 629.16 1,476.96 7,384.82
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 481.92 7,330.09 778.88 2,147.72 10,738.62
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 803.20 12,216.82 1,107.16 3,531.80 17,658.98
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 669.33 10,180.69 970.38 2,955.10 14,775.50
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,204.80 18,325.24 1,517.51 5,261.89 26,309.44
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 30,818.52 86,125.76 95,587.60 53,132.97 265,664.85
407i PILE LOAD TEST UPTO 240 TON EACH 30,818.52 86,125.76 206,554.20 80,874.62 404,373.10
407j PILE LOAD TEST UPTO 360 TON EACH 84,818.52 95,444.48 276,794.80 114,264.45 571,322.25
407k PILE LOAD TEST UPTO 550 TON EACH 125,318.52 119,305.60 440,363.50 171,246.91 856,234.53
407l PILE LOAD TEST UPTO 800 TON EACH 185,498.64 143,166.72 714,420.50 260,771.47 1,303,857.33
407m CONFIRMATORY BORING (NX SIZE) M 239.81 2,639.89 22.50 725.55 3,627.74
407n PERMANENT PILE CASING FOR PILES Ton 314.63 3,993.41 82,405.08 21,678.28 108,391.40
411a STONE MASONRY RANDOM DRY CM 460.55 165.94 1,312.94 484.86 2,424.29
411b STONE MASONRY RANDOM WITH MORTAR CM 548.05 263.54 2,454.51 816.53 4,082.63
411c STONE MASONRY DRESSED UNCOURSED DRY CM 633.05 165.94 1,632.59 607.89 3,039.47
411d STONE MASONRY DRESSED UNCOURSED WITH CM 718.05 263.54 2,675.52 914.28 4,571.38
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 950.55 419.50 2,675.52 1,011.39 5,056.95
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 305.07 554.74 1,255.41 528.80 2,644.02
DIA 310 mm
Page 129 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 22 JHANG
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 305.07 616.97 1,601.37 630.85 3,154.26
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 287.17 1,097.40 1,973.74 839.58 4,197.89
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 301.97 1,377.91 3,002.31 1,170.55 5,852.73
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 350.30 1,772.89 4,282.15 1,601.34 8,006.68
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 434.03 2,187.37 5,999.77 2,155.29 10,776.47
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 561.69 2,171.36 7,946.98 2,670.01 13,350.05
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 662.41 2,636.66 10,363.63 3,415.67 17,078.37
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 783.23 3,076.10 17,257.53 5,279.21 26,396.07
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 305.07 554.74 1,334.47 548.57 2,742.85
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 297.43 616.97 1,767.75 670.54 3,352.68
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 287.17 1,097.40 2,451.64 959.05 4,795.26
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 301.97 1,377.91 4,207.09 1,471.74 7,358.71
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 350.30 1,772.89 5,656.85 1,945.01 9,725.05
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 434.03 2,187.37 8,323.19 2,736.15 13,680.74
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 561.69 2,171.36 10,816.74 3,387.45 16,937.25
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 662.41 2,636.66 13,787.08 4,271.54 21,357.68
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 783.23 3,076.10 24,970.01 7,207.33 36,036.67
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 120.14 157.23 775.73 263.28 1,316.38
PIPE CULVERT
Dcode 22 JHANG
502b CONCRETE CLASS B IN BEDDING AND CM 1,025.47 845.94 3,337.34 1,302.19 6,510.94
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.18 0.00 113.28 30.11 150.57
508a BRICK PAVING (SINGLE COURSE) SM 146.49 38.19 271.37 114.01 570.07
508b BRICK PAVING (DOUBLE COURSE) SM 261.49 38.19 537.65 209.33 1,046.67
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,057.89 481.58 3,849.79 1,347.31 6,736.57
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 65.82 275.72 758.38 274.98 1,374.90
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 199.56 103.71 165.01 117.07 585.36
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 255.44 132.75 211.21 149.85 749.26
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 323.44 288.91 592.40 301.19 1,505.95
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 404.30 361.14 740.50 376.49 1,882.43
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 323.44 288.91 353.31 241.42 1,207.08
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 404.30 361.14 441.64 301.77 1,508.85
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 131 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 22 JHANG
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 463.14 1,157.76 5,583.56 1,801.11 9,005.57
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,317.06 782.78 5,571.59 1,917.86 9,589.28
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 35.11 66.38 621.72 180.80 904.01
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 116.02 533.21 2,841.76 872.75 4,363.74
604d STEEL POST FOR METAL GUARD RAIL EACH 131.28 533.21 2,468.93 783.36 3,916.78
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,421.51 1,160.70 12,342.03 3,981.06 19,905.29
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,421.51 801.50 11,508.50 3,682.88 18,414.39
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 306.80 393.19 8,350.52 2,262.63 11,313.14
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 93.75 589.78 10,066.04 2,687.39 13,436.97
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 306.80 844.19 18,247.44 4,849.61 24,248.04
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,025.21 921.65 33,526.78 8,868.41 44,342.06
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 205.04 223.78 15,622.11 4,012.73 20,063.66
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 365.26 0.00 2,216.03 645.32 3,226.61
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 365.26 0.00 3,324.04 922.33 4,611.63
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 99.99 29.98 244.44 93.60 468.01
PAINT FOR 4.0 M ARROWS
Dcode 22 JHANG
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 99.99 52.71 748.06 225.19 1,125.94
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.82 7.50 34.58 11.72 58.62
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.82 13.18 99.75 29.44 147.18
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.82 7.50 46.11 14.61 73.03
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.82 13.18 133.00 37.75 188.74
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 99.99 29.98 333.90 115.97 579.83
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 99.99 52.71 1,257.80 352.62 1,763.12
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 83.49 29.98 162.96 69.11 345.53
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 83.49 52.71 499.46 158.91 794.57
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 83.49 29.98 222.60 84.02 420.08
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 83.49 52.71 839.80 244.00 1,219.99
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 12.50 111.18 172.73 74.10 370.51
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 12.50 111.18 202.73 81.60 408.01
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 139.66 182.71 374.94 174.33 871.64
610d TEN KILOMETER POST EACH 1,629.71 2,642.27 3,556.42 1,957.10 9,785.50
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 175.22 66.38 1,267.20 377.20 1,886.00
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 154.01 821.01 2.00 244.26 1,221.28
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
JHELUM
(23)
SAMPAK INTERNATIONAL
Dcode 23 JHELUM
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 10.12 262.58 1.88 68.64 343.22
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 29.27 635.47 4.22 167.24 836.21
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 117.10 2,541.89 16.89 668.97 3,344.84
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.92 227.95 0.00 58.47 292.34
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 148.68 360.08 125.00 158.44 792.20
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 22.96 541.85 0.00 141.20 706.02
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 15.23 422.98 0.00 109.55 547.77
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.84 205.65 0.00 52.62 263.11
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 148.68 360.08 125.00 158.44 792.20
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 26.07 492.05 0.00 129.53 647.65
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 13.12 422.98 0.00 109.03 545.13
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 144.86 400.09 125.00 167.49 837.43
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 130.37 442.22 0.00 143.15 715.73
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 74.50 316.49 0.00 97.75 488.73
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.34 234.11 18.00 65.36 326.81
EXCAVATION IN COMMON MATERIAL
Dcode 23 JHELUM
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 27.26 578.46 144.73 187.61 938.07
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 20.45 637.82 8.55 166.71 833.53
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 18.17 574.85 8.00 150.25 751.27
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 10.78 119.41 152.97 70.79 353.95
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.88 43.86 5.15 12.72 63.62
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.36 30.11 2.73 8.55 42.75
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.15 23.59 2.80 6.89 34.43
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.74 26.79 2.80 7.83 39.15
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 111.35 2,324.40 8,666.11 2,775.47 13,877.33
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 111.35 2,324.40 8,850.34 2,821.52 14,107.61
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 119.36 2,427.71 8,657.40 2,801.12 14,005.58
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 119.36 2,427.71 8,860.38 2,851.86 14,259.30
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 332.84 2,060.49 61,466.28 15,964.90 79,824.52
MC-250
Dcode 23 JHELUM
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 332.84 2,060.49 61,466.28 15,964.90 79,824.52
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 135.73 188.22 540.85 216.20 1,080.99
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 213.06 3,721.78 7,048.33 2,745.79 13,728.96
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 149.93 207.88 1,119.37 369.30 1,846.48
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.29 64.78 17.21 21.07 105.34
207b DEEP PATCHING (15-30 cm) SM 2.29 64.78 17.21 21.07 105.34
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.14 373.82 12.00 97.99 489.94
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.23 40.20 2.40 10.96 54.78
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.41 2.36 69.18 17.99 89.95
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.40 2.36 60.29 15.76 78.82
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.17 0.86 27.78 7.20 36.02
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.17 0.86 24.10 6.28 31.42
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 98.38 2,293.29 9,295.82 2,921.87 14,609.36
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 98.38 2,198.28 9,921.41 3,054.52 15,272.59
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 241.72 513.14 6,706.13 1,865.25 9,326.23
307b OPEN GRADED HOT BIT-MAC CM 241.72 513.14 6,488.75 1,810.90 9,054.50
Dcode 23 JHELUM
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 41.73 1,050.92 3,603.18 1,173.96 5,869.79
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 294.22 1,746.20 61,466.28 15,876.68 79,383.39
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 718.88 2,175.42 4,010.62 1,726.23 8,631.16
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 718.88 2,175.42 4,260.03 1,788.58 8,942.92
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 718.88 2,175.42 4,498.91 1,848.30 9,241.52
401cii CONCRETE CLASS C (ON GROUND) CM 712.79 2,175.42 3,721.73 1,652.49 8,262.43
Dcode 23 JHELUM
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,179.85 0.00 70,956.56 18,284.10 91,420.52
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,179.85 0.00 75,156.56 19,334.10 96,670.52
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,748.33 3,667.20 83,322.90 22,184.61 110,923.04
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,218.25 12,010.50 141,898.24 39,281.75 196,408.74
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 155.97 0.00 1,364.09 380.01 1,900.07
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 155.97 0.00 806.35 240.58 1,202.89
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 12.72 18.40 133.69 41.20 206.01
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 518.92 0.00 80,207.93 20,181.71 100,908.56
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 539.24 0.00 125,660.29 31,549.88 157,749.40
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 600.18 0.00 1,068,817.84 267,354.50 1,336,772.52
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 518.92 0.00 68,883.86 17,350.70 86,753.48
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 135.28 0.00 440.09 143.84 719.21
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Dcode 23 JHELUM
406g STEEL OR METAL BEARING DEVICES KG 26.65 48.58 145.56 55.20 275.98
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 317.71 3,155.77 467.37 985.21 4,926.07
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 482.92 4,796.77 629.16 1,477.21 7,386.07
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 482.92 7,330.09 778.88 2,147.97 10,739.87
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 804.87 12,216.82 1,107.16 3,532.21 17,661.07
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 670.73 10,180.69 970.38 2,955.45 14,777.24
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,207.31 18,325.24 1,517.51 5,262.51 26,312.57
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 33,072.12 86,125.76 94,540.40 53,434.57 267,172.85
407i PILE LOAD TEST UPTO 240 TON EACH 33,072.12 86,125.76 204,459.80 80,914.42 404,572.10
407j PILE LOAD TEST UPTO 360 TON EACH 91,579.32 95,444.48 273,653.20 115,169.25 575,846.25
407k PILE LOAD TEST UPTO 550 TON EACH 135,459.72 119,305.60 435,246.50 172,502.96 862,514.78
407l PILE LOAD TEST UPTO 800 TON EACH 200,522.64 143,166.72 706,209.50 262,474.72 1,312,373.58
407m CONFIRMATORY BORING (NX SIZE) M 249.20 2,639.89 22.50 727.90 3,639.48
407n PERMANENT PILE CASING FOR PILES Ton 327.15 3,993.41 82,405.08 21,681.41 108,407.05
411a STONE MASONRY RANDOM DRY CM 478.08 165.94 1,373.82 504.46 2,522.29
411b STONE MASONRY RANDOM WITH MORTAR CM 570.59 263.54 2,348.43 795.64 3,978.20
411c STONE MASONRY DRESSED UNCOURSED DRY CM 658.09 165.94 1,698.33 630.59 3,152.95
411d STONE MASONRY DRESSED UNCOURSED WITH CM 745.60 263.54 2,616.04 906.29 4,531.47
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 990.62 419.50 2,616.04 1,006.54 5,032.69
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 324.47 554.74 920.58 449.95 2,249.73
DIA 310 mm
Page 140 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 23 JHELUM
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 324.47 616.97 1,099.57 510.25 2,551.26
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 303.44 1,097.40 1,329.25 682.52 3,412.61
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 320.18 1,377.91 1,947.29 911.34 4,556.72
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 370.79 1,772.89 3,226.18 1,342.47 6,712.33
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 457.93 2,187.37 4,973.68 1,904.75 9,523.73
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 592.62 2,171.36 6,005.34 2,192.33 10,961.65
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 699.97 2,636.66 11,447.01 3,695.91 18,479.54
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 826.00 3,076.10 16,671.08 5,143.30 25,716.48
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 324.47 554.74 1,191.59 517.70 2,588.49
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 316.83 616.97 1,448.01 595.45 2,977.27
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 303.44 1,097.40 1,677.69 769.63 3,848.16
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 320.18 1,377.91 2,605.46 1,075.89 5,379.44
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 370.79 1,772.89 4,039.21 1,545.72 7,728.62
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 457.93 2,187.37 6,057.73 2,175.76 10,878.79
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 592.62 2,171.36 7,553.98 2,579.49 12,897.45
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 699.97 2,636.66 14,166.27 4,375.72 21,878.62
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 826.00 3,076.10 21,354.99 6,314.27 31,571.37
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 127.23 157.23 538.28 205.69 1,028.43
PIPE CULVERT
Dcode 23 JHELUM
502b CONCRETE CLASS B IN BEDDING AND CM 1,060.25 845.94 2,812.91 1,179.77 5,898.87
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.39 0.00 113.28 30.17 150.84
508a BRICK PAVING (SINGLE COURSE) SM 153.00 38.19 270.78 115.49 577.47
508b BRICK PAVING (DOUBLE COURSE) SM 273.01 38.19 536.58 211.95 1,059.73
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,107.97 481.58 3,403.99 1,248.39 6,241.93
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 69.99 275.72 541.11 221.70 1,108.52
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 208.17 103.71 174.90 121.70 608.48
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 266.46 132.75 223.88 155.77 778.86
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 336.46 288.91 573.54 299.73 1,498.64
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 420.58 361.14 716.92 374.66 1,873.30
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 336.46 288.91 337.03 240.60 1,203.01
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 420.58 361.14 421.29 300.75 1,503.76
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 142 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 23 JHELUM
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 475.45 1,157.76 5,336.12 1,742.33 8,711.66
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,370.27 782.78 5,323.27 1,869.08 9,345.41
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 36.61 66.38 583.50 171.62 858.12
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 121.03 533.21 2,842.94 874.29 4,371.47
604d STEEL POST FOR METAL GUARD RAIL EACH 136.29 533.21 2,475.23 786.18 3,930.91
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,559.23 1,160.70 11,830.79 3,887.68 19,438.40
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,559.23 801.50 10,999.17 3,589.97 17,949.87
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 320.99 393.19 8,309.14 2,255.83 11,279.15
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 98.13 589.78 10,003.97 2,672.97 13,364.85
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 320.99 844.19 18,083.05 4,812.06 24,060.29
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,089.06 921.65 33,280.20 8,822.73 44,113.64
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 217.81 223.78 15,572.79 4,003.60 20,017.98
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 371.52 0.00 2,216.03 646.89 3,234.44
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 371.52 0.00 3,324.04 923.89 4,619.45
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 101.74 29.98 244.44 94.04 470.20
PAINT FOR 4.0 M ARROWS
Dcode 23 JHELUM
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 101.74 52.71 748.06 225.63 1,128.14
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.05 7.50 34.58 11.78 58.91
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.05 13.18 99.75 29.49 147.47
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.05 7.50 46.11 14.66 73.32
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.05 13.18 133.00 37.81 189.04
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 101.74 29.98 333.90 116.40 582.02
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 101.74 52.71 1,257.80 353.06 1,765.31
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 85.24 29.98 162.96 69.54 347.72
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 85.24 52.71 499.46 159.35 796.76
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 85.24 29.98 222.60 84.45 422.27
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 85.24 52.71 839.80 244.44 1,222.19
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 12.97 111.18 172.52 74.17 370.83
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 12.97 111.18 202.52 81.67 408.33
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 148.84 182.71 332.91 166.12 830.58
610d TEN KILOMETER POST EACH 1,707.33 2,642.27 3,319.32 1,917.23 9,586.15
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 184.24 66.38 1,240.52 372.78 1,863.92
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 160.72 821.01 2.00 245.93 1,229.66
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
KASUR
(28)
SAMPAK INTERNATIONAL
Dcode 28 KASUR
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 10.32 262.58 1.88 68.69 343.46
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 29.72 635.47 4.22 167.35 836.77
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 118.88 2,541.89 16.89 669.41 3,347.07
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 6.22 227.95 0.00 58.54 292.71
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 154.13 360.08 125.00 159.80 799.01
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 23.68 541.85 0.00 141.38 706.92
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 15.76 422.98 0.00 109.69 548.43
106c EXCAVATE SURPLUS COMMON MATERIAL CM 5.09 205.65 0.00 52.68 263.42
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 154.13 360.08 125.00 159.80 799.01
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 27.05 492.05 0.00 129.78 648.88
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 13.53 422.98 0.00 109.13 545.65
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 150.29 400.09 125.00 168.85 844.23
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 135.26 442.22 0.00 144.37 721.85
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 77.29 316.49 0.00 98.45 492.23
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.69 234.11 18.00 65.45 327.25
EXCAVATION IN COMMON MATERIAL
Dcode 28 KASUR
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 28.10 578.46 144.73 187.82 939.11
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 21.07 637.82 8.55 166.86 834.31
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 18.73 574.85 8.00 150.39 751.97
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 11.14 119.41 152.97 70.88 354.39
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.95 43.86 5.15 12.74 63.70
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.41 30.11 2.73 8.56 42.81
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.18 23.59 2.80 6.89 34.47
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.79 26.79 2.80 7.84 39.22
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 113.51 2,324.40 9,627.06 3,016.24 15,081.21
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 113.51 2,324.40 9,780.23 3,054.54 15,272.68
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 121.78 2,427.71 9,618.22 3,041.93 15,209.63
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 121.78 2,427.71 9,790.29 3,084.94 15,424.72
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 345.09 2,060.49 62,049.00 16,113.64 80,568.22
MC-250
Dcode 28 KASUR
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 345.09 2,060.49 62,049.00 16,113.64 80,568.22
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 136.73 188.22 1,280.50 401.36 2,006.81
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 218.30 3,721.78 7,874.04 2,953.53 14,767.65
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 150.87 207.88 1,519.96 469.68 2,348.40
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.36 64.78 19.34 21.62 108.10
207b DEEP PATCHING (15-30 cm) SM 2.36 64.78 19.34 21.62 108.10
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.42 373.82 12.00 98.06 490.30
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.28 40.20 2.40 10.97 54.86
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.43 2.36 69.76 18.14 90.70
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.42 2.36 60.87 15.91 79.56
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.17 0.86 28.02 7.26 36.32
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.17 0.86 24.34 6.34 31.72
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 100.54 2,293.29 10,258.49 3,163.08 15,815.40
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 100.54 2,198.28 10,870.29 3,292.28 16,461.40
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 246.03 513.14 7,471.09 2,057.56 10,287.82
307b OPEN GRADED HOT BIT-MAC CM 246.03 513.14 7,237.50 1,999.17 9,995.83
Dcode 28 KASUR
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 42.59 1,050.92 3,603.18 1,174.17 5,870.86
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 304.37 1,746.20 62,049.00 16,024.89 80,124.46
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 744.55 2,175.42 4,671.88 1,897.96 9,489.81
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 744.55 2,175.42 4,882.56 1,950.63 9,753.16
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 744.55 2,175.42 5,153.25 2,018.30 10,091.52
401cii CONCRETE CLASS C (ON GROUND) CM 734.43 2,175.42 4,374.13 1,821.00 9,104.98
Dcode 28 KASUR
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,263.30 0.00 70,471.52 18,183.71 90,918.54
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,263.30 0.00 74,671.52 19,233.71 96,168.54
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,815.32 3,667.20 82,913.40 22,098.98 110,494.90
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,393.55 12,010.50 141,011.60 39,103.91 195,519.56
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 160.54 0.00 1,361.73 380.57 1,902.83
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 160.54 0.00 800.65 240.30 1,201.48
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 13.14 18.40 133.69 41.31 206.54
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 538.36 0.00 80,568.71 20,276.77 101,383.84
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 558.68 0.00 126,187.96 31,686.66 158,433.29
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 619.62 0.00 1,073,980.80 268,650.11 1,343,250.53
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 538.36 0.00 68,872.82 17,352.80 86,763.98
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 139.12 0.00 430.64 142.44 712.19
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.91
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Dcode 28 KASUR
406g STEEL OR METAL BEARING DEVICES KG 27.39 48.58 145.56 55.38 276.91
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 334.55 3,155.77 465.01 988.83 4,944.16
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 508.52 4,796.77 625.56 1,482.71 7,413.56
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 508.52 7,330.09 774.88 2,153.37 10,766.86
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 847.53 12,216.82 1,100.49 3,541.21 17,706.06
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 706.27 10,180.69 964.82 2,962.94 14,814.72
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,271.29 18,325.24 1,507.51 5,276.01 26,380.05
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 33,280.38 86,125.76 100,512.96 54,979.78 274,898.88
407i PILE LOAD TEST UPTO 240 TON EACH 33,280.38 86,125.76 216,404.92 83,952.77 419,763.83
407j PILE LOAD TEST UPTO 360 TON EACH 91,787.58 95,444.48 291,570.88 119,700.74 598,503.68
407k PILE LOAD TEST UPTO 550 TON EACH 135,667.98 119,305.60 464,430.60 179,851.05 899,255.23
407l PILE LOAD TEST UPTO 800 TON EACH 200,822.52 143,166.72 753,039.80 274,257.26 1,371,286.30
407m CONFIRMATORY BORING (NX SIZE) M 256.13 2,639.89 22.50 729.63 3,648.14
407n PERMANENT PILE CASING FOR PILES Ton 336.13 3,993.41 81,995.58 21,581.28 107,906.40
411a STONE MASONRY RANDOM DRY CM 491.75 165.94 1,601.69 564.84 2,824.22
411b STONE MASONRY RANDOM WITH MORTAR CM 585.76 263.54 2,815.43 916.18 4,580.91
411c STONE MASONRY DRESSED UNCOURSED DRY CM 676.26 165.94 1,944.44 696.66 3,483.29
411d STONE MASONRY DRESSED UNCOURSED WITH CM 766.76 263.54 3,038.34 1,017.16 5,085.81
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 1,016.28 419.50 3,038.34 1,118.53 5,592.65
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 328.43 554.74 892.33 443.87 2,219.37
DIA 310 mm
Page 151 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 28 KASUR
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 328.43 616.97 1,049.14 498.64 2,493.18
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 308.47 1,097.40 1,250.80 664.17 3,320.84
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 324.75 1,377.91 1,811.46 878.53 4,392.64
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 376.51 1,772.89 2,943.83 1,273.31 6,366.54
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 465.99 2,187.37 4,547.72 1,800.27 9,001.35
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 603.05 2,171.36 5,579.15 2,088.39 10,441.94
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 711.56 2,636.66 11,005.43 3,588.41 17,942.05
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 840.77 3,076.10 14,899.40 4,704.07 23,520.34
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 328.43 554.74 1,163.34 511.63 2,558.14
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 320.38 616.97 1,397.58 583.73 2,918.66
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 308.47 1,097.40 1,599.24 751.28 3,756.39
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 324.75 1,377.91 2,469.63 1,043.07 5,215.35
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 376.51 1,772.89 3,756.86 1,476.57 7,382.83
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 465.99 2,187.37 5,631.77 2,071.28 10,356.42
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 603.05 2,171.36 7,127.79 2,475.55 12,377.74
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 711.56 2,636.66 13,724.69 4,268.22 21,341.12
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 840.77 3,076.10 19,583.31 5,875.05 29,375.23
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 129.15 157.23 956.63 310.75 1,553.77
PIPE CULVERT
Dcode 28 KASUR
502b CONCRETE CLASS B IN BEDDING AND CM 1,093.46 845.94 3,548.53 1,371.98 6,859.91
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.65 0.00 115.34 30.75 153.73
508a BRICK PAVING (SINGLE COURSE) SM 156.74 38.19 268.52 115.86 579.32
508b BRICK PAVING (DOUBLE COURSE) SM 279.75 38.19 531.39 212.33 1,061.66
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,132.95 481.58 4,048.27 1,415.70 7,078.50
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 70.85 275.72 929.90 319.12 1,595.59
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 213.43 103.71 211.93 132.27 661.35
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 273.19 132.75 271.27 169.30 846.52
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 345.60 288.91 646.97 320.37 1,601.85
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 432.00 361.14 808.72 400.46 2,002.32
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 345.60 288.91 405.16 259.92 1,299.58
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 432.00 361.14 506.45 324.90 1,624.48
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 153 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 28 KASUR
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 492.67 1,157.76 5,667.38 1,829.45 9,147.26
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,407.34 782.78 5,655.69 1,961.45 9,807.25
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 37.55 66.38 652.44 189.09 945.46
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 124.08 533.21 2,794.10 862.85 4,314.24
604d STEEL POST FOR METAL GUARD RAIL EACH 140.18 533.21 2,434.20 776.90 3,884.49
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,601.32 1,160.70 12,510.67 4,068.17 20,340.86
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,601.32 801.50 11,684.89 3,771.93 18,859.63
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 328.45 393.19 8,327.88 2,262.38 11,311.89
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 100.38 589.78 10,044.31 2,683.62 13,418.09
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 328.45 844.19 18,127.56 4,825.05 24,125.24
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,103.25 921.65 33,316.33 8,835.31 44,176.55
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 220.65 223.78 15,495.66 3,985.02 19,925.11
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 387.36 0.00 2,205.00 648.09 3,240.45
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 387.36 0.00 3,307.50 923.72 4,618.58
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 106.05 29.98 239.40 93.86 469.28
PAINT FOR 4.0 M ARROWS
Dcode 28 KASUR
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 106.05 52.71 728.20 221.74 1,108.70
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.16 7.50 34.58 11.81 59.05
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.16 13.18 99.75 29.52 147.61
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.16 7.50 46.11 14.69 73.46
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.16 13.18 133.00 37.83 189.17
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 106.05 29.98 333.90 117.48 587.41
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 106.05 52.71 1,257.80 354.14 1,770.70
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 88.65 29.98 159.60 69.56 347.78
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 88.65 52.71 486.20 156.89 784.45
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 88.65 29.98 222.60 85.31 426.53
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 88.65 52.71 839.80 245.29 1,226.45
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 13.34 111.18 168.77 73.32 366.61
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 13.34 111.18 198.77 80.82 404.11
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 150.46 182.71 394.97 182.04 910.19
610d TEN KILOMETER POST EACH 1,745.50 2,642.27 3,653.79 2,010.39 10,051.95
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 187.90 66.38 1,303.56 389.46 1,947.30
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 164.74 821.01 2.00 246.94 1,234.69
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
KHANEWAL
(30)
SAMPAK INTERNATIONAL
Dcode 30 KHANEWAL
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 8.29 262.58 1.88 68.19 340.93
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 23.66 635.47 4.22 165.84 829.19
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 94.63 2,541.89 16.89 663.35 3,316.75
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.33 227.95 0.00 58.32 291.60
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 19.51 541.85 0.00 140.34 701.70
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 13.07 422.98 0.00 109.01 545.06
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.36 205.65 0.00 52.50 262.51
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 22.57 492.05 0.00 128.65 643.27
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 11.15 422.98 0.00 108.53 542.67
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 125.37 400.09 125.00 162.62 813.08
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 112.83 442.22 0.00 138.76 693.81
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 64.48 316.49 0.00 95.24 476.20
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 8.09 234.11 18.00 65.05 325.25
EXCAVATION IN COMMON MATERIAL
Dcode 30 KHANEWAL
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 23.12 578.46 144.73 186.58 932.88
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 17.34 637.82 8.55 165.93 829.64
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 15.41 574.85 8.00 149.56 747.82
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 9.20 119.41 152.97 70.39 351.97
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.62 43.86 5.15 12.66 63.29
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.17 30.11 2.73 8.50 42.51
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.97 23.59 2.80 6.84 34.20
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.48 26.79 2.80 7.77 38.83
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 91.19 2,324.40 9,654.97 3,017.64 15,088.19
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 91.19 2,324.40 9,853.21 3,067.20 15,335.99
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 9,646.11 3,042.96 15,214.79
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 9,863.35 3,097.27 15,486.34
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 62,534.66 16,220.64 81,103.22
MC-250
Dcode 30 KHANEWAL
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 62,534.66 16,220.64 81,103.22
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 106.96 188.22 1,161.57 364.19 1,820.93
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 177.31 3,721.78 7,902.24 2,950.33 14,751.67
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 117.74 207.88 1,715.81 510.36 2,551.79
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 1.96 64.78 18.78 21.38 106.89
207b DEEP PATCHING (15-30 cm) SM 1.96 64.78 18.78 21.38 106.89
209a BREAKING OF EXISTING ROAD PAVEMENT CM 5.46 373.82 12.00 97.82 489.09
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.09 40.20 2.40 10.92 54.61
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.36 2.36 70.25 18.24 91.21
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.35 2.36 61.36 16.02 80.08
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 28.21 7.30 36.52
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 24.53 6.38 31.92
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,293.29 10,298.95 3,168.36 15,841.81
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,198.28 10,873.03 3,288.13 16,440.65
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 197.00 513.14 7,505.56 2,053.92 10,269.61
307b OPEN GRADED HOT BIT-MAC CM 197.00 513.14 7,248.60 1,989.68 9,948.42
Dcode 30 KHANEWAL
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 34.30 1,050.92 3,603.18 1,172.10 5,860.49
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 252.32 1,746.20 62,534.66 16,133.30 80,666.48
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 618.78 2,175.42 4,751.70 1,886.47 9,432.37
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 618.78 2,175.42 4,950.10 1,936.07 9,680.37
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 618.78 2,175.42 5,223.25 2,004.36 10,021.81
401cii CONCRETE CLASS C (ON GROUND) CM 603.77 2,175.42 4,433.35 1,803.14 9,015.68
Dcode 30 KHANEWAL
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 71,251.28 18,285.50 91,427.50
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 75,451.28 19,335.50 96,677.50
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,516.60 3,667.20 83,734.45 22,229.56 111,147.81
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,925.66 12,010.50 142,520.47 39,364.16 196,820.78
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 131.68 0.00 1,381.91 378.40 1,891.99
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 131.68 0.00 811.72 235.85 1,179.25
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 10.87 18.40 133.69 40.74 203.70
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 449.00 0.00 80,969.66 20,354.66 101,773.32
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 464.63 0.00 126,816.02 31,820.16 159,100.80
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 511.50 0.00 1,079,324.44 269,958.98 1,349,794.92
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 449.00 0.00 69,215.53 17,416.13 87,080.67
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 113.89 0.00 440.09 138.49 692.47
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.52 0.39 1.93
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.18 0.80 4.00
SIZE AND THICKNESS) - IMPORTED
Dcode 30 KHANEWAL
406g STEEL OR METAL BEARING DEVICES KG 22.40 48.58 145.56 54.14 270.68
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 287.63 3,155.77 469.74 978.29 4,891.43
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 437.20 4,796.77 632.76 1,466.68 7,333.42
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 437.20 7,330.09 782.88 2,137.54 10,687.72
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 728.67 12,216.82 1,113.83 3,514.83 17,574.15
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 607.22 10,180.69 975.93 2,940.96 14,704.80
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,093.00 18,325.24 1,527.51 5,236.44 26,182.19
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 25,971.36 86,125.76 98,948.32 52,761.36 263,806.80
407i PILE LOAD TEST UPTO 240 TON EACH 25,971.36 86,125.76 213,275.64 81,343.19 406,715.95
407j PILE LOAD TEST UPTO 360 TON EACH 70,971.36 95,444.48 286,876.96 113,323.20 566,616.00
407k PILE LOAD TEST UPTO 550 TON EACH 104,721.36 119,305.60 456,785.20 170,203.04 851,015.20
407l PILE LOAD TEST UPTO 800 TON EACH 154,998.72 143,166.72 740,771.60 259,734.26 1,298,671.30
407m CONFIRMATORY BORING (NX SIZE) M 209.48 2,639.89 22.50 717.97 3,589.84
407n PERMANENT PILE CASING FOR PILES Ton 274.67 3,993.41 82,817.66 21,771.43 108,857.17
411a STONE MASONRY RANDOM DRY CM 402.78 165.94 1,840.30 602.25 3,011.27
411b STONE MASONRY RANDOM WITH MORTAR CM 477.78 263.54 3,097.71 959.76 4,798.79
411c STONE MASONRY DRESSED UNCOURSED DRY CM 552.78 165.94 2,225.98 736.17 3,680.87
411d STONE MASONRY DRESSED UNCOURSED WITH CM 627.78 263.54 3,355.79 1,061.78 5,308.88
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 827.78 419.50 3,355.79 1,150.76 5,753.82
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 554.74 1,290.49 526.24 2,631.19
DIA 310 mm
Page 162 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 30 KHANEWAL
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 616.97 1,658.13 633.71 3,168.53
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 246.29 1,097.40 2,057.45 850.28 4,251.42
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 257.99 1,377.91 3,139.30 1,193.80 5,969.00
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 299.86 1,772.89 4,550.87 1,655.91 8,279.53
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 372.88 2,187.37 6,401.54 2,240.45 11,202.24
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 482.55 2,171.36 8,348.71 2,750.66 13,753.28
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 568.10 2,636.66 10,784.04 3,497.20 17,485.99
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 673.20 3,076.10 18,863.41 5,653.18 28,265.89
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 259.72 554.74 1,369.55 546.00 2,730.02
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 252.78 616.97 1,824.51 673.57 3,367.83
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 246.29 1,097.40 2,535.35 969.76 4,848.80
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 257.99 1,377.91 4,344.08 1,494.99 7,474.97
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 299.86 1,772.89 5,925.57 1,999.58 9,997.91
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 372.88 2,187.37 8,724.96 2,821.30 14,106.51
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 482.55 2,171.36 11,218.47 3,468.10 17,340.48
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 568.10 2,636.66 14,207.49 4,353.06 21,765.30
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 673.20 3,076.10 26,575.89 7,581.30 37,906.49
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 102.78 157.23 901.57 290.40 1,451.98
PIPE CULVERT
Dcode 30 KHANEWAL
502b CONCRETE CLASS B IN BEDDING AND CM 900.68 845.94 3,620.78 1,341.85 6,709.25
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 6.33 0.00 117.40 30.93 154.66
508a BRICK PAVING (SINGLE COURSE) SM 127.27 38.19 278.93 111.10 555.49
508b BRICK PAVING (DOUBLE COURSE) SM 227.27 38.19 552.39 204.46 1,022.31
509g REINFORCED CONCRETE SLOPE PROTECTION CM 916.27 481.58 4,104.02 1,375.47 6,877.34
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 56.05 275.72 877.60 302.34 1,511.70
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 173.61 103.71 250.71 132.01 660.04
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 222.22 132.75 320.91 168.97 844.85
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 689.30 315.11 1,575.55
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 861.63 393.89 1,969.44
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 446.63 254.44 1,272.20
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 558.28 318.05 1,590.25
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 164 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 30 KHANEWAL
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 409.86 1,157.76 5,743.08 1,827.67 9,138.37
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,149.03 782.78 5,733.13 1,916.23 9,581.17
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 30.56 66.38 627.53 181.12 905.58
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 100.93 533.21 2,841.94 869.02 4,345.10
604d STEEL POST FOR METAL GUARD RAIL EACH 114.80 533.21 2,475.23 780.81 3,904.05
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,076.38 1,160.70 12,664.72 3,975.45 19,877.24
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,076.38 801.50 11,829.69 3,676.89 18,384.46
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 266.03 393.19 8,404.26 2,265.87 11,329.34
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 81.25 589.78 10,134.34 2,701.34 13,506.71
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 266.03 844.19 18,280.78 4,847.75 24,238.75
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 874.05 921.65 33,607.57 8,850.82 44,254.09
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 174.81 223.78 15,635.01 4,008.40 20,042.00
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 326.38 0.00 2,227.11 638.37 3,191.86
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 326.38 0.00 3,340.66 916.76 4,583.80
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 89.31 29.98 245.70 91.25 456.23
PAINT FOR 4.0 M ARROWS
Dcode 30 KHANEWAL
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 89.31 52.71 748.06 222.52 1,112.59
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 34.58 11.56 57.81
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 99.75 29.27 146.37
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 46.11 14.44 72.21
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 133.00 37.59 187.93
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 89.31 29.98 333.90 113.30 566.48
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 89.31 52.71 1,257.80 349.95 1,749.77
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 74.31 29.98 163.80 67.02 335.11
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 74.31 52.71 499.46 156.62 783.09
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 74.31 29.98 222.60 81.72 408.61
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 74.31 52.71 839.80 241.70 1,208.52
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 175.87 74.50 372.49
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 206.87 82.25 411.24
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 118.63 182.71 400.96 175.58 877.89
610d TEN KILOMETER POST EACH 1,411.10 2,642.27 3,705.39 1,939.69 9,698.45
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 151.11 66.38 1,294.26 377.94 1,889.69
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 133.92 821.01 2.00 239.23 1,196.17
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
KHUSHAB
(32)
SAMPAK INTERNATIONAL
Dcode 32 KHUSHAB
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 8.29 262.58 1.88 68.19 340.93
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 23.66 635.47 4.22 165.84 829.19
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 94.63 2,541.89 16.89 663.35 3,316.75
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.33 227.95 0.00 58.32 291.60
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 19.51 541.85 0.00 140.34 701.70
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 13.07 422.98 0.00 109.01 545.06
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.36 205.65 0.00 52.50 262.51
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 22.57 492.05 0.00 128.65 643.27
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 11.15 422.98 0.00 108.53 542.67
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 125.37 400.09 125.00 162.62 813.08
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 112.83 442.22 0.00 138.76 693.81
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 64.48 316.49 0.00 95.24 476.20
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 8.09 234.11 18.00 65.05 325.25
EXCAVATION IN COMMON MATERIAL
Dcode 32 KHUSHAB
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 23.12 578.46 144.73 186.58 932.88
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 17.34 637.82 8.55 165.93 829.64
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 15.41 574.85 8.00 149.56 747.82
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 9.20 119.41 152.97 70.39 351.97
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.62 43.86 5.15 12.66 63.29
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.17 30.11 2.73 8.50 42.51
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.97 23.59 2.80 6.84 34.20
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.48 26.79 2.80 7.77 38.83
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 91.19 2,324.40 8,860.33 2,818.98 14,094.89
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 91.19 2,324.40 9,089.33 2,876.23 14,381.15
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 8,851.59 2,844.33 14,221.64
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 9,099.39 2,906.28 14,531.39
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 61,734.93 16,020.71 80,103.55
MC-250
Dcode 32 KHUSHAB
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 61,734.93 16,020.71 80,103.55
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 106.96 188.22 656.13 237.83 1,189.14
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 177.31 3,721.78 7,239.06 2,784.54 13,922.69
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 117.74 207.88 865.16 297.69 1,488.47
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 1.96 64.78 22.70 22.36 111.79
207b DEEP PATCHING (15-30 cm) SM 1.96 64.78 22.70 22.36 111.79
209a BREAKING OF EXISTING ROAD PAVEMENT CM 5.46 373.82 12.00 97.82 489.09
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.09 40.20 2.40 10.92 54.61
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.36 2.36 69.45 18.04 90.21
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.35 2.36 60.56 15.82 79.08
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 27.89 7.22 36.12
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 24.21 6.30 31.52
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,293.29 9,508.55 2,970.76 14,853.82
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,198.28 10,111.80 3,097.82 15,489.12
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 197.00 513.14 6,869.49 1,894.91 9,474.53
307b OPEN GRADED HOT BIT-MAC CM 197.00 513.14 6,637.44 1,836.89 9,184.46
Dcode 32 KHUSHAB
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 34.30 1,050.92 3,603.18 1,172.10 5,860.49
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 252.32 1,746.20 61,734.93 15,933.36 79,666.81
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 618.78 2,175.42 4,204.39 1,749.65 8,748.23
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 618.78 2,175.42 4,436.97 1,807.79 9,038.96
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 618.78 2,175.42 4,675.21 1,867.35 9,336.77
401cii CONCRETE CLASS C (ON GROUND) CM 603.77 2,175.42 3,903.91 1,670.77 8,353.87
Dcode 32 KHUSHAB
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 71,134.87 18,256.39 91,281.97
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 75,334.87 19,306.39 96,531.97
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,516.60 3,667.20 83,322.90 22,126.68 110,633.38
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,925.66 12,010.50 141,906.13 39,210.57 196,052.86
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 131.68 0.00 1,364.38 374.02 1,870.08
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 131.68 0.00 806.64 234.58 1,172.90
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 10.87 18.40 133.69 40.74 203.70
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 449.00 0.00 80,207.93 20,164.23 100,821.16
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 464.63 0.00 125,660.29 31,531.23 157,656.14
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 511.50 0.00 1,068,817.84 267,332.33 1,336,661.67
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 449.00 0.00 68,883.86 17,333.22 86,666.08
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 113.89 0.00 440.09 138.49 692.47
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Dcode 32 KHUSHAB
406g STEEL OR METAL BEARING DEVICES KG 22.40 48.58 145.56 54.14 270.68
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 287.63 3,155.77 467.37 977.69 4,888.47
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 437.20 4,796.77 629.16 1,465.78 7,328.92
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 437.20 7,330.09 778.88 2,136.54 10,682.72
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 728.67 12,216.82 1,107.16 3,513.16 17,565.82
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 607.22 10,180.69 970.38 2,939.57 14,697.86
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,093.00 18,325.24 1,517.51 5,233.94 26,169.69
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 25,971.36 86,125.76 109,960.64 55,514.44 277,572.20
407i PILE LOAD TEST UPTO 240 TON EACH 25,971.36 86,125.76 235,300.28 86,849.35 434,246.75
407j PILE LOAD TEST UPTO 360 TON EACH 70,971.36 95,444.48 319,913.92 121,582.44 607,912.20
407k PILE LOAD TEST UPTO 550 TON EACH 104,721.36 119,305.60 510,595.40 183,655.59 918,277.95
407l PILE LOAD TEST UPTO 800 TON EACH 154,998.72 143,166.72 827,118.20 281,320.91 1,406,604.55
407m CONFIRMATORY BORING (NX SIZE) M 209.48 2,639.89 22.50 717.97 3,589.84
407n PERMANENT PILE CASING FOR PILES Ton 274.67 3,993.41 82,405.08 21,668.29 108,341.45
411a STONE MASONRY RANDOM DRY CM 402.78 165.94 1,003.89 393.15 1,965.76
411b STONE MASONRY RANDOM WITH MORTAR CM 477.78 263.54 2,076.53 704.46 3,522.31
411c STONE MASONRY DRESSED UNCOURSED DRY CM 552.78 165.94 1,298.81 504.38 2,521.91
411d STONE MASONRY DRESSED UNCOURSED WITH CM 627.78 263.54 2,290.05 795.34 3,976.70
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 827.78 419.50 2,290.05 884.33 4,421.65
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 554.74 1,293.96 527.10 2,635.52
DIA 310 mm
Page 173 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 32 KHUSHAB
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 616.97 1,666.61 635.83 3,179.13
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 246.29 1,097.40 2,072.47 854.04 4,270.21
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 257.99 1,377.91 3,168.37 1,201.07 6,005.33
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 299.86 1,772.89 4,617.39 1,672.54 8,362.68
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 372.88 2,187.37 6,503.42 2,265.92 11,329.59
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 482.55 2,171.36 8,450.65 2,776.14 13,880.71
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 568.10 2,636.66 10,888.02 3,523.19 17,615.97
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 673.20 3,076.10 19,312.44 5,765.43 28,827.17
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 259.72 554.74 1,373.02 546.87 2,734.35
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 252.78 616.97 1,832.99 675.69 3,378.43
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 246.29 1,097.40 2,550.37 973.52 4,867.58
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 257.99 1,377.91 4,373.15 1,502.26 7,511.30
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 299.86 1,772.89 5,992.09 2,016.21 10,081.06
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 372.88 2,187.37 8,826.84 2,846.77 14,233.86
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 482.55 2,171.36 11,320.41 3,493.58 17,467.91
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 568.10 2,636.66 14,311.47 4,379.06 21,895.28
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 673.20 3,076.10 27,024.92 7,693.55 38,467.77
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 102.78 157.23 725.57 246.39 1,231.97
PIPE CULVERT
Dcode 32 KHUSHAB
502b CONCRETE CLASS B IN BEDDING AND CM 900.68 845.94 3,042.47 1,197.27 5,986.37
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 6.33 0.00 115.34 30.42 152.09
508a BRICK PAVING (SINGLE COURSE) SM 127.27 38.19 290.84 114.07 570.37
508b BRICK PAVING (DOUBLE COURSE) SM 227.27 38.19 574.95 210.10 1,050.51
509g REINFORCED CONCRETE SLOPE PROTECTION CM 916.27 481.58 3,591.45 1,247.32 6,236.61
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 56.05 275.72 733.64 266.35 1,331.76
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 173.61 103.71 114.79 98.03 490.14
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 222.22 132.75 146.93 125.48 627.38
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 544.33 278.87 1,394.33
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 680.41 348.58 1,742.91
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 298.47 217.40 1,087.00
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 373.09 271.75 1,358.75
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 175 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 32 KHUSHAB
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 409.86 1,157.76 5,446.84 1,753.61 8,768.07
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,149.03 782.78 5,434.83 1,841.66 9,208.29
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 30.56 66.38 575.48 168.10 840.52
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 100.93 533.21 2,855.31 872.36 4,361.81
604d STEEL POST FOR METAL GUARD RAIL EACH 114.80 533.21 2,481.53 782.39 3,911.93
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,076.38 1,160.70 12,054.28 3,822.84 19,114.19
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,076.38 801.50 11,220.57 3,524.61 17,623.06
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 266.03 393.19 8,315.56 2,243.70 11,218.48
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 81.25 589.78 10,013.61 2,671.16 13,355.79
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 266.03 844.19 18,027.50 4,784.43 23,922.15
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 874.05 921.65 33,196.88 8,748.15 43,740.73
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 174.81 223.78 15,515.93 3,978.63 19,893.15
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 326.38 0.00 2,216.03 635.60 3,178.01
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 326.38 0.00 3,324.04 912.61 4,563.03
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 89.31 29.98 244.44 90.93 454.66
PAINT FOR 4.0 M ARROWS
Dcode 32 KHUSHAB
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 89.31 52.71 748.06 222.52 1,112.59
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 34.58 11.56 57.81
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 99.75 29.27 146.37
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 46.11 14.44 72.21
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 133.00 37.59 187.93
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 89.31 29.98 333.90 113.30 566.48
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 89.31 52.71 1,257.80 349.95 1,749.77
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 74.31 29.98 162.96 66.81 334.06
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 74.31 52.71 499.46 156.62 783.09
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 74.31 29.98 222.60 81.72 408.61
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 74.31 52.71 839.80 241.70 1,208.52
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 172.64 73.69 368.45
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 202.64 81.19 405.95
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 118.63 182.71 350.51 162.96 814.82
610d TEN KILOMETER POST EACH 1,411.10 2,642.27 3,420.81 1,868.55 9,342.73
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 151.11 66.38 1,254.78 368.07 1,840.33
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 133.92 821.01 2.00 239.23 1,196.17
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
LAHORE
(37)
SAMPAK INTERNATIONAL
Dcode 37 LAHORE
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 10.32 262.58 1.88 68.69 343.46
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 29.72 635.47 4.22 167.35 836.77
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 118.88 2,541.89 16.89 669.41 3,347.07
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 6.22 227.95 0.00 58.54 292.71
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 154.13 360.08 125.00 159.80 799.01
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 23.68 541.85 0.00 141.38 706.92
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 15.76 422.98 0.00 109.69 548.43
106c EXCAVATE SURPLUS COMMON MATERIAL CM 5.09 205.65 0.00 52.68 263.42
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 154.13 360.08 125.00 159.80 799.01
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 27.05 492.05 0.00 129.78 648.88
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 13.53 422.98 0.00 109.13 545.65
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 150.29 400.09 125.00 168.85 844.23
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 135.26 442.22 0.00 144.37 721.85
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 77.29 316.49 0.00 98.45 492.23
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.69 234.11 18.00 65.45 327.25
EXCAVATION IN COMMON MATERIAL
Dcode 37 LAHORE
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 28.10 578.46 144.73 187.82 939.11
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 21.07 637.82 8.55 166.86 834.31
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 18.73 574.85 8.00 150.39 751.97
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 11.14 119.41 152.97 70.88 354.39
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.95 43.86 5.15 12.74 63.70
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.41 30.11 2.73 8.56 42.81
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.18 23.59 2.80 6.89 34.47
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.79 26.79 2.80 7.84 39.22
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 113.51 2,324.40 9,531.21 2,992.28 14,961.40
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 113.51 2,324.40 9,726.50 3,041.10 15,205.52
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 121.78 2,427.71 9,522.38 3,017.97 15,089.84
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 121.78 2,427.71 9,736.53 3,071.50 15,357.52
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 345.09 2,060.49 61,921.41 16,081.75 80,408.73
MC-250
Dcode 37 LAHORE
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 345.09 2,060.49 61,921.41 16,081.75 80,408.73
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 136.73 188.22 1,209.48 383.61 1,918.03
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 218.30 3,721.78 7,822.33 2,940.60 14,703.01
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 150.87 207.88 1,445.47 451.06 2,255.28
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.36 64.78 15.49 20.66 103.29
207b DEEP PATCHING (15-30 cm) SM 2.36 64.78 15.49 20.66 103.29
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.42 373.82 12.00 98.06 490.30
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.28 40.20 2.40 10.97 54.86
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.43 2.36 69.64 18.11 90.54
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.42 2.36 60.75 15.88 79.40
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.17 0.86 27.97 7.25 36.25
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.17 0.86 24.29 6.33 31.65
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 100.54 2,293.29 10,173.76 3,141.90 15,709.49
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 100.54 2,198.28 10,773.41 3,268.06 16,340.30
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 246.03 513.14 7,394.55 2,038.43 10,192.15
307b OPEN GRADED HOT BIT-MAC CM 246.03 513.14 7,161.58 1,980.19 9,900.94
Dcode 37 LAHORE
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 42.59 1,050.92 3,603.18 1,174.17 5,870.86
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 304.37 1,746.20 61,921.41 15,992.99 79,964.97
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 744.55 2,175.42 4,592.20 1,878.04 9,390.21
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 744.55 2,175.42 4,805.51 1,931.37 9,656.85
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 744.55 2,175.42 5,074.43 1,998.60 9,993.00
401cii CONCRETE CLASS C (ON GROUND) CM 734.43 2,175.42 4,322.94 1,808.20 9,040.99
Dcode 37 LAHORE
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,263.30 0.00 69,880.50 18,035.95 90,179.76
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,263.30 0.00 74,080.50 19,085.95 95,429.76
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,815.32 3,667.20 82,913.40 22,098.98 110,494.90
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,393.55 12,010.50 141,006.07 39,102.53 195,512.65
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 160.54 0.00 1,361.59 380.53 1,902.65
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 160.54 0.00 800.51 240.26 1,201.30
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 13.14 18.40 133.69 41.31 206.54
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 538.36 0.00 80,568.71 20,276.77 101,383.84
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 558.68 0.00 126,187.96 31,686.66 158,433.29
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 619.62 0.00 1,073,980.80 268,650.11 1,343,250.53
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 538.36 0.00 68,872.82 17,352.80 86,763.98
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 139.12 0.00 430.64 142.44 712.19
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.91
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Dcode 37 LAHORE
406g STEEL OR METAL BEARING DEVICES KG 27.39 48.58 145.56 55.38 276.91
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 334.55 3,155.77 465.01 988.83 4,944.16
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 508.52 4,796.77 625.56 1,482.71 7,413.56
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 508.52 7,330.09 774.88 2,153.37 10,766.86
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 847.53 12,216.82 1,100.49 3,541.21 17,706.06
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 706.27 10,180.69 964.82 2,962.94 14,814.72
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,271.29 18,325.24 1,507.51 5,276.01 26,380.05
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 33,280.38 86,125.76 89,713.60 52,279.94 261,399.68
407i PILE LOAD TEST UPTO 240 TON EACH 33,280.38 86,125.76 194,806.20 78,553.09 392,765.43
407j PILE LOAD TEST UPTO 360 TON EACH 91,787.58 95,444.48 259,172.80 111,601.22 558,006.08
407k PILE LOAD TEST UPTO 550 TON EACH 135,667.98 119,305.60 411,661.00 166,658.65 833,293.23
407l PILE LOAD TEST UPTO 800 TON EACH 200,822.52 143,166.72 668,363.00 253,088.06 1,265,440.30
407m CONFIRMATORY BORING (NX SIZE) M 256.13 2,639.89 22.50 729.63 3,648.14
407n PERMANENT PILE CASING FOR PILES Ton 336.13 3,993.41 81,995.58 21,581.28 107,906.40
411a STONE MASONRY RANDOM DRY CM 491.75 165.94 1,533.69 547.84 2,739.22
411b STONE MASONRY RANDOM WITH MORTAR CM 585.76 263.54 2,712.20 890.37 4,451.87
411c STONE MASONRY DRESSED UNCOURSED DRY CM 676.26 165.94 1,870.98 678.30 3,391.48
411d STONE MASONRY DRESSED UNCOURSED WITH CM 766.76 263.54 2,938.47 992.19 4,960.96
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 1,016.28 419.50 2,938.47 1,093.56 5,467.81
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 328.43 554.74 848.54 432.93 2,164.64
DIA 310 mm
Page 184 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 37 LAHORE
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 328.43 616.97 976.66 480.52 2,402.58
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 308.47 1,097.40 1,142.53 637.10 3,185.50
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 324.75 1,377.91 1,631.77 833.61 4,168.03
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 376.51 1,772.89 2,586.05 1,183.86 5,919.32
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 465.99 2,187.37 4,011.44 1,666.20 8,331.00
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 603.05 2,171.36 5,042.89 1,954.32 9,771.62
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 711.56 2,636.66 10,445.73 3,448.49 17,242.43
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 840.77 3,076.10 12,732.55 4,162.36 20,811.78
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 328.43 554.74 1,119.55 500.68 2,503.40
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 320.38 616.97 1,325.11 565.61 2,828.07
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 308.47 1,097.40 1,490.97 724.21 3,621.05
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 324.75 1,377.91 2,289.93 998.15 4,990.73
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 376.51 1,772.89 3,399.08 1,387.12 6,935.60
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 465.99 2,187.37 5,095.49 1,937.21 9,686.06
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 603.05 2,171.36 6,591.52 2,341.48 11,707.41
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 711.56 2,636.66 13,164.99 4,128.30 20,641.50
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 840.77 3,076.10 17,416.46 5,333.33 26,666.66
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 129.15 157.23 887.63 293.50 1,467.51
PIPE CULVERT
Dcode 37 LAHORE
502b CONCRETE CLASS B IN BEDDING AND CM 1,093.46 845.94 3,493.92 1,358.33 6,791.65
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.65 0.00 115.34 30.75 153.73
508a BRICK PAVING (SINGLE COURSE) SM 156.74 38.19 245.44 110.09 550.46
508b BRICK PAVING (DOUBLE COURSE) SM 279.75 38.19 486.44 201.10 1,005.48
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,132.95 481.58 3,977.41 1,397.98 6,989.92
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 70.85 275.72 851.54 299.53 1,497.64
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 213.43 103.71 200.88 129.51 647.53
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 273.19 132.75 257.13 165.77 828.84
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 345.60 288.91 625.56 315.02 1,575.08
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 432.00 361.14 781.94 393.77 1,968.85
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 345.60 288.91 390.08 256.15 1,280.74
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 432.00 361.14 487.60 320.18 1,600.92
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 186 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 37 LAHORE
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 492.67 1,157.76 5,599.80 1,812.56 9,062.78
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,407.34 782.78 5,588.10 1,944.55 9,722.77
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 37.55 66.38 646.36 187.57 937.85
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 124.08 533.21 2,794.10 862.85 4,314.24
604d STEEL POST FOR METAL GUARD RAIL EACH 140.18 533.21 2,434.20 776.90 3,884.49
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,601.32 1,160.70 12,361.69 4,030.93 20,154.63
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,601.32 801.50 11,542.94 3,736.44 18,682.20
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 328.45 393.19 8,321.17 2,260.70 11,303.51
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 100.38 589.78 10,034.25 2,681.10 13,405.51
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 328.45 844.19 18,097.84 4,817.62 24,088.10
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,103.25 921.65 33,271.77 8,824.17 44,120.84
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 220.65 223.78 15,486.74 3,982.79 19,913.97
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 387.36 0.00 2,205.00 648.09 3,240.45
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 387.36 0.00 3,307.50 923.72 4,618.58
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 106.05 29.98 239.40 93.86 469.28
PAINT FOR 4.0 M ARROWS
Dcode 37 LAHORE
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 106.05 52.71 728.20 221.74 1,108.70
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.16 7.50 34.58 11.81 59.05
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.16 13.18 99.75 29.52 147.61
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.16 7.50 46.11 14.69 73.46
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.16 13.18 133.00 37.83 189.17
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 106.05 29.98 333.90 117.48 587.41
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 106.05 52.71 1,257.80 354.14 1,770.70
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 88.65 29.98 159.60 69.56 347.78
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 88.65 52.71 486.20 156.89 784.45
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 88.65 29.98 222.60 85.31 426.53
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 88.65 52.71 839.80 245.29 1,226.45
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 13.34 111.18 168.72 73.31 366.56
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 13.34 111.18 198.72 80.81 404.06
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 150.46 182.71 387.10 180.07 900.34
610d TEN KILOMETER POST EACH 1,745.50 2,642.27 3,597.87 1,996.41 9,982.05
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 187.90 66.38 1,274.34 382.15 1,910.76
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 164.74 821.01 2.00 246.94 1,234.69
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
LAYYAH
(40)
SAMPAK INTERNATIONAL
Dcode 40 LAYYAH
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 7.46 262.58 1.88 67.98 339.89
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 21.29 635.47 4.22 165.25 826.23
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 85.17 2,541.89 16.89 660.99 3,304.94
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 4.80 227.95 0.00 58.19 290.93
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 115.51 360.08 125.00 150.15 750.74
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 17.56 541.85 0.00 139.85 699.27
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 11.76 422.98 0.00 108.69 543.43
106c EXCAVATE SURPLUS COMMON MATERIAL CM 3.92 205.65 0.00 52.39 261.96
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 115.51 360.08 125.00 150.15 750.74
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 20.31 492.05 0.00 128.09 640.45
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 10.04 422.98 0.00 108.25 541.27
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 112.84 400.09 125.00 159.48 797.41
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 101.55 442.22 0.00 135.94 679.71
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 58.03 316.49 0.00 93.63 468.15
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 7.28 234.11 18.00 64.85 324.23
EXCAVATION IN COMMON MATERIAL
Dcode 40 LAYYAH
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 20.80 578.46 144.73 186.00 930.00
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 15.60 637.82 8.55 165.49 827.47
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 13.87 574.85 8.00 149.18 745.89
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 8.28 119.41 152.97 70.16 350.82
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.46 43.86 5.15 12.62 63.08
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.06 30.11 2.73 8.47 42.37
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.87 23.59 2.80 6.82 34.08
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.33 26.79 2.80 7.73 38.65
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 82.08 2,324.40 9,521.99 2,982.12 14,910.58
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 82.08 2,324.40 9,719.56 3,031.51 15,157.55
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 88.22 2,427.71 9,513.18 3,007.28 15,036.38
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 88.22 2,427.71 9,729.57 3,061.38 15,306.88
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 258.68 2,060.49 61,938.11 16,064.32 80,321.61
MC-250
Dcode 40 LAYYAH
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 258.68 2,060.49 61,938.11 16,064.32 80,321.61
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 96.28 188.22 1,096.45 345.24 1,726.18
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 159.59 3,721.78 7,793.40 2,918.69 14,593.47
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 105.98 207.88 1,531.47 461.33 2,306.66
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 1.76 64.78 21.83 22.09 110.46
207b DEEP PATCHING (15-30 cm) SM 1.76 64.78 21.83 22.09 110.46
209a BREAKING OF EXISTING ROAD PAVEMENT CM 4.91 373.82 12.00 97.68 488.41
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 0.98 40.20 2.40 10.90 54.48
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.32 2.36 69.65 18.08 90.42
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.31 2.36 60.76 15.86 79.30
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.13 0.86 27.97 7.24 36.21
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.13 0.86 24.29 6.32 31.61
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 73.10 2,293.29 10,159.52 3,131.48 15,657.39
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 73.10 2,198.28 10,728.86 3,250.06 16,250.29
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 177.32 513.14 7,393.07 2,020.88 10,104.40
307b OPEN GRADED HOT BIT-MAC CM 177.32 513.14 7,139.04 1,957.37 9,786.86
Dcode 40 LAYYAH
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 30.87 1,050.92 3,603.18 1,171.24 5,856.21
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 227.09 1,746.20 61,938.11 15,977.85 79,889.26
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 556.93 2,175.42 4,462.57 1,798.73 8,993.66
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 556.93 2,175.42 4,669.22 1,850.39 9,251.96
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 556.93 2,175.42 4,963.63 1,924.00 9,619.98
401cii CONCRETE CLASS C (ON GROUND) CM 543.43 2,175.42 4,246.84 1,741.42 8,707.11
Dcode 40 LAYYAH
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,701.70 0.00 71,721.82 18,355.88 91,779.39
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,701.70 0.00 75,921.82 19,405.88 97,029.39
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,365.01 3,667.20 83,322.90 22,088.78 110,443.89
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,633.12 12,010.50 141,904.88 39,137.12 195,685.62
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 118.52 0.00 1,364.60 370.78 1,853.91
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 118.52 0.00 806.86 231.35 1,156.73
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 9.79 18.40 133.69 40.47 202.34
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 404.12 0.00 80,207.93 20,153.01 100,765.06
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 418.19 0.00 125,660.29 31,519.62 157,598.09
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 460.38 0.00 1,068,817.84 267,319.55 1,336,597.77
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 404.12 0.00 68,552.20 17,239.08 86,195.40
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 102.51 0.00 440.09 135.65 678.24
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Dcode 40 LAYYAH
406g STEEL OR METAL BEARING DEVICES KG 20.17 48.58 145.56 53.58 267.88
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 258.87 3,155.77 467.37 970.50 4,852.52
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 393.48 4,796.77 629.16 1,454.85 7,274.27
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 393.48 7,330.09 778.88 2,125.61 10,628.07
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 655.80 12,216.82 1,107.16 3,494.95 17,474.73
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 546.50 10,180.69 970.38 2,924.39 14,621.96
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 983.70 18,325.24 1,517.51 5,206.61 26,033.06
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 23,377.86 86,125.76 107,513.36 54,254.25 271,271.23
407i PILE LOAD TEST UPTO 240 TON EACH 23,377.86 86,125.76 230,405.72 84,977.34 424,886.68
407j PILE LOAD TEST UPTO 360 TON EACH 63,885.06 95,444.48 312,572.08 117,975.41 589,877.03
407k PILE LOAD TEST UPTO 550 TON EACH 94,265.46 119,305.60 498,637.10 178,052.04 890,260.20
407l PILE LOAD TEST UPTO 800 TON EACH 139,522.92 143,166.72 807,929.30 272,654.74 1,363,273.68
407m CONFIRMATORY BORING (NX SIZE) M 188.55 2,639.89 22.50 712.74 3,563.68
407n PERMANENT PILE CASING FOR PILES Ton 247.22 3,993.41 82,405.08 21,661.43 108,307.14
411a STONE MASONRY RANDOM DRY CM 362.52 165.94 1,639.80 542.07 2,710.33
411b STONE MASONRY RANDOM WITH MORTAR CM 430.03 263.54 2,676.92 842.62 4,213.11
411c STONE MASONRY DRESSED UNCOURSED DRY CM 497.54 165.94 1,985.60 662.27 3,311.34
411d STONE MASONRY DRESSED UNCOURSED WITH CM 565.04 263.54 2,950.18 944.69 4,723.46
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 745.06 419.50 2,950.18 1,028.68 5,143.42
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 233.78 554.74 1,294.17 520.67 2,603.36
DIA 310 mm
Page 195 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 40 LAYYAH
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 233.78 616.97 1,667.48 629.56 3,147.79
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 221.68 1,097.40 2,074.22 848.33 4,241.63
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 232.22 1,377.91 3,172.05 1,195.54 5,977.72
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 269.91 1,772.89 4,626.36 1,667.29 8,336.45
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 335.63 2,187.37 6,517.29 2,260.07 11,300.37
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 434.34 2,171.36 8,464.54 2,767.56 13,837.81
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 511.35 2,636.66 10,902.05 3,512.51 17,562.57
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 605.95 3,076.10 19,375.62 5,764.41 28,822.07
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 233.78 554.74 1,373.23 540.44 2,702.18
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 227.53 616.97 1,833.86 669.59 3,347.95
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 221.68 1,097.40 2,552.12 967.80 4,839.01
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 232.22 1,377.91 4,376.83 1,496.74 7,483.69
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 269.91 1,772.89 6,001.06 2,010.97 10,054.83
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 335.63 2,187.37 8,840.71 2,840.93 14,204.64
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 434.34 2,171.36 11,334.30 3,485.00 17,425.01
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 511.35 2,636.66 14,325.50 4,368.38 21,841.88
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 605.95 3,076.10 27,088.10 7,692.53 38,462.67
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 92.51 157.23 936.52 296.56 1,482.82
PIPE CULVERT
Dcode 40 LAYYAH
502b CONCRETE CLASS B IN BEDDING AND CM 810.66 845.94 3,332.00 1,247.15 6,235.76
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 5.70 0.00 115.34 30.26 151.30
508a BRICK PAVING (SINGLE COURSE) SM 114.55 38.19 289.45 110.55 552.74
508b BRICK PAVING (DOUBLE COURSE) SM 204.56 38.19 572.45 203.80 1,019.00
509g REINFORCED CONCRETE SLOPE PROTECTION CM 824.72 481.58 3,816.16 1,280.61 6,403.07
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 50.45 275.72 921.77 311.98 1,559.92
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 156.26 103.71 218.13 119.52 597.62
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 200.01 132.75 279.20 152.99 764.96
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 254.02 288.91 629.95 293.22 1,466.11
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 317.52 361.14 787.44 366.53 1,832.63
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 254.02 288.91 384.71 231.91 1,159.55
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 317.52 361.14 480.89 289.89 1,449.44
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 197 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 40 LAYYAH
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 368.89 1,157.76 5,609.25 1,783.97 8,919.87
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,034.20 782.78 5,599.06 1,854.01 9,270.05
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 27.50 66.38 587.06 170.23 851.17
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 90.84 533.21 2,855.31 869.84 4,349.21
604d STEEL POST FOR METAL GUARD RAIL EACH 103.33 533.21 2,481.53 779.52 3,897.59
605a CONCRETE BEAM GUARDRAIL (INCL. CM 1,868.95 1,160.70 12,444.66 3,868.58 19,342.88
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 1,868.95 801.50 11,603.96 3,568.60 17,843.01
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 239.45 393.19 8,359.54 2,248.04 11,240.22
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 73.13 589.78 10,079.56 2,685.62 13,428.09
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 239.45 844.19 18,121.48 4,801.28 24,006.40
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 786.75 921.65 33,337.84 8,761.56 43,807.81
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 157.35 223.78 15,544.12 3,981.31 19,906.57
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 293.74 0.00 2,216.03 627.44 3,137.21
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 293.74 0.00 3,324.04 904.45 4,522.23
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 80.38 29.98 244.44 88.70 443.50
PAINT FOR 4.0 M ARROWS
Dcode 40 LAYYAH
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 80.38 52.71 748.06 220.29 1,101.43
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 3.75 7.50 34.58 11.46 57.28
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 3.75 13.18 99.75 29.17 145.85
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 3.75 7.50 46.11 14.34 71.69
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 3.75 13.18 133.00 37.48 187.41
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 80.38 29.98 333.90 111.06 555.32
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 80.38 52.71 1,257.80 347.72 1,738.61
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 66.88 29.98 162.96 64.95 324.77
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 66.88 52.71 499.46 154.76 773.81
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 66.88 29.98 222.60 79.86 399.32
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 66.88 52.71 839.80 239.85 1,199.23
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 9.84 111.18 172.60 73.40 367.02
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 9.84 111.18 202.60 80.90 404.52
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 106.78 182.71 377.44 166.74 833.68
610d TEN KILOMETER POST EACH 1,270.11 2,642.27 3,582.70 1,873.77 9,368.85
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 136.02 66.38 1,318.46 380.21 1,901.07
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 120.54 821.01 2.00 235.89 1,179.44
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
LODHRAN
(41A)
SAMPAK INTERNATIONAL
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 8.29 262.58 1.88 68.19 340.93
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 23.66 635.47 4.22 165.84 829.19
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 94.63 2,541.89 16.89 663.35 3,316.75
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.33 227.95 0.00 58.32 291.60
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 19.51 541.85 0.00 140.34 701.70
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 13.07 422.98 0.00 109.01 545.06
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.36 205.65 0.00 52.50 262.51
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 22.57 492.05 0.00 128.65 643.27
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 11.15 422.98 0.00 108.53 542.67
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 125.37 400.09 125.00 162.62 813.08
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 112.83 442.22 0.00 138.76 693.81
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 64.48 316.49 0.00 95.24 476.20
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 8.09 234.11 18.00 65.05 325.25
EXCAVATION IN COMMON MATERIAL
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 23.12 578.46 144.73 186.58 932.88
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 17.34 637.82 8.55 165.93 829.64
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 15.41 574.85 8.00 149.56 747.82
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 9.20 119.41 152.97 70.39 351.97
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.62 43.86 5.15 12.66 63.29
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.17 30.11 2.73 8.50 42.51
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.97 23.59 2.80 6.84 34.20
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.48 26.79 2.80 7.77 38.83
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 91.19 2,324.40 9,594.92 3,002.63 15,013.13
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 91.19 2,324.40 9,796.15 3,052.93 15,264.67
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 9,586.05 3,027.94 15,139.72
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 9,806.36 3,083.02 15,415.10
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 62,752.46 16,275.09 81,375.47
MC-250
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 62,752.46 16,275.09 81,375.47
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 106.96 188.22 1,093.37 347.14 1,735.68
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 177.31 3,721.78 7,844.75 2,935.96 14,679.81
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 117.74 207.88 1,300.81 406.61 2,033.03
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 1.96 64.78 21.28 22.00 110.01
207b DEEP PATCHING (15-30 cm) SM 1.96 64.78 21.28 22.00 110.01
209a BREAKING OF EXISTING ROAD PAVEMENT CM 5.46 373.82 12.00 97.82 489.09
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.09 40.20 2.40 10.92 54.61
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.36 2.36 70.47 18.30 91.48
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.35 2.36 61.58 16.07 80.36
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 28.30 7.33 36.63
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 24.62 6.41 32.03
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,293.29 10,241.64 3,154.03 15,770.17
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,198.28 10,819.27 3,274.69 16,373.46
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 197.00 513.14 7,462.09 2,043.05 10,215.27
307b OPEN GRADED HOT BIT-MAC CM 197.00 513.14 7,204.07 1,978.55 9,892.75
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 34.30 1,050.92 3,603.18 1,172.10 5,860.49
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 252.32 1,746.20 62,752.46 16,187.75 80,938.73
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 618.78 2,175.42 4,938.72 1,933.23 9,666.14
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 618.78 2,175.42 5,130.96 1,981.29 9,906.45
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 618.78 2,175.42 5,368.87 2,040.77 10,203.83
401cii CONCRETE CLASS C (ON GROUND) CM 603.77 2,175.42 4,506.73 1,821.48 9,107.40
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 71,577.98 18,367.17 91,835.87
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 75,777.98 19,417.17 97,085.87
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,516.60 3,667.20 83,734.45 22,229.56 111,147.81
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,925.66 12,010.50 142,524.05 39,365.05 196,825.26
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 131.68 0.00 1,382.15 378.46 1,892.28
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 131.68 0.00 811.96 235.91 1,179.55
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 10.87 18.40 133.69 40.74 203.70
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 449.00 0.00 80,969.66 20,354.66 101,773.32
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 464.63 0.00 126,816.02 31,820.16 159,100.80
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 511.50 0.00 1,079,324.44 269,958.98 1,349,794.92
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 449.00 0.00 69,215.53 17,416.13 87,080.67
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 113.89 0.00 440.09 138.49 692.47
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.52 0.39 1.93
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.18 0.80 4.00
SIZE AND THICKNESS) - IMPORTED
406g STEEL OR METAL BEARING DEVICES KG 22.40 48.58 145.56 54.14 270.68
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 287.63 3,155.77 469.74 978.29 4,891.43
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 437.20 4,796.77 632.76 1,466.68 7,333.42
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 437.20 7,330.09 782.88 2,137.54 10,687.72
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 728.67 12,216.82 1,113.83 3,514.83 17,574.15
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 607.22 10,180.69 975.93 2,940.96 14,704.80
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,093.00 18,325.24 1,527.51 5,236.44 26,182.19
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 25,971.36 86,125.76 105,959.28 54,514.10 272,570.50
407i PILE LOAD TEST UPTO 240 TON EACH 25,971.36 86,125.76 227,297.56 84,848.67 424,243.35
407j PILE LOAD TEST UPTO 360 TON EACH 70,971.36 95,444.48 307,909.84 118,581.42 592,907.10
407k PILE LOAD TEST UPTO 550 TON EACH 104,721.36 119,305.60 491,043.30 178,767.57 893,837.83
407l PILE LOAD TEST UPTO 800 TON EACH 154,998.72 143,166.72 795,743.90 273,477.34 1,367,386.68
407m CONFIRMATORY BORING (NX SIZE) M 209.48 2,639.89 22.50 717.97 3,589.84
407n PERMANENT PILE CASING FOR PILES Ton 274.67 3,993.41 82,817.66 21,771.43 108,857.17
411a STONE MASONRY RANDOM DRY CM 402.78 165.94 1,366.10 483.70 2,418.52
411b STONE MASONRY RANDOM WITH MORTAR CM 477.78 263.54 2,821.36 890.67 4,453.35
411c STONE MASONRY DRESSED UNCOURSED DRY CM 552.78 165.94 1,713.84 608.14 3,040.70
411d STONE MASONRY DRESSED UNCOURSED WITH CM 627.78 263.54 2,992.04 970.84 4,854.19
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 827.78 419.50 2,992.04 1,059.83 5,299.14
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 554.74 1,325.08 534.88 2,674.42
DIA 310 mm
Page 206 of 397
CLIENT: CSR - 2011 CONSULTANT:
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 616.97 1,712.88 647.39 3,236.97
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 246.29 1,097.40 2,137.10 870.20 4,350.99
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 257.99 1,377.91 3,267.74 1,225.91 6,129.54
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 299.86 1,772.89 4,798.76 1,717.88 8,589.39
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 372.88 2,187.37 6,771.13 2,332.85 11,664.23
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 482.55 2,171.36 8,718.24 2,843.04 14,215.19
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 568.10 2,636.66 11,171.89 3,594.16 17,970.81
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 673.20 3,076.10 20,322.86 6,018.04 30,090.20
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 259.72 554.74 1,404.14 554.65 2,773.24
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 252.78 616.97 1,879.26 687.25 3,436.26
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 246.29 1,097.40 2,615.00 989.67 4,948.37
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 257.99 1,377.91 4,472.52 1,527.10 7,635.52
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 299.86 1,772.89 6,173.46 2,061.55 10,307.77
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 372.88 2,187.37 9,094.55 2,913.70 14,568.50
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 482.55 2,171.36 11,588.00 3,560.48 17,802.39
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 568.10 2,636.66 14,595.34 4,450.03 22,250.13
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 673.20 3,076.10 28,035.34 7,946.16 39,730.80
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 102.78 157.23 922.58 295.65 1,478.24
PIPE CULVERT
502b CONCRETE CLASS B IN BEDDING AND CM 900.68 845.94 3,793.30 1,384.98 6,924.91
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 6.33 0.00 117.40 30.93 154.66
508a BRICK PAVING (SINGLE COURSE) SM 127.27 38.19 282.92 112.09 560.47
508b BRICK PAVING (DOUBLE COURSE) SM 227.27 38.19 559.56 206.25 1,031.27
509g REINFORCED CONCRETE SLOPE PROTECTION CM 916.27 481.58 4,291.06 1,422.23 7,111.13
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 56.05 275.72 906.86 309.66 1,548.28
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 173.61 103.71 173.65 112.74 563.71
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 222.22 132.75 222.27 144.31 721.55
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 655.29 306.61 1,533.03
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 819.11 383.26 1,916.29
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 408.02 244.79 1,223.94
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 510.02 305.99 1,529.93
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 208 of 397
CLIENT: CSR - 2011 CONSULTANT:
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 409.86 1,157.76 5,856.53 1,856.04 9,280.18
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,149.03 782.78 5,846.57 1,944.59 9,722.97
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 30.56 66.38 644.05 185.24 926.22
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 100.93 533.21 2,854.31 872.11 4,360.56
604d STEEL POST FOR METAL GUARD RAIL EACH 114.80 533.21 2,481.53 782.39 3,911.93
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,076.38 1,160.70 12,857.06 4,023.53 20,117.67
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,076.38 801.50 12,018.14 3,724.01 18,620.03
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 266.03 393.19 8,397.81 2,264.26 11,321.29
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 81.25 589.78 10,124.68 2,698.93 13,494.63
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 266.03 844.19 18,339.13 4,862.34 24,311.68
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 874.05 921.65 33,695.09 8,872.70 44,363.49
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 174.81 223.78 15,652.51 4,012.78 20,063.88
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 326.38 0.00 2,227.11 638.37 3,191.86
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 326.38 0.00 3,340.66 916.76 4,583.80
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 89.31 29.98 245.70 91.25 456.23
PAINT FOR 4.0 M ARROWS
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 89.31 52.71 748.06 222.52 1,112.59
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 34.58 11.56 57.81
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 99.75 29.27 146.37
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 46.11 14.44 72.21
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 133.00 37.59 187.93
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 89.31 29.98 333.90 113.30 566.48
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 89.31 52.71 1,257.80 349.95 1,749.77
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 74.31 29.98 163.80 67.02 335.11
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 74.31 52.71 499.46 156.62 783.09
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 74.31 29.98 222.60 81.72 408.61
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 74.31 52.71 839.80 241.70 1,208.52
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 176.12 74.56 372.79
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 207.12 82.31 411.54
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 118.63 182.71 415.63 179.24 896.22
610d TEN KILOMETER POST EACH 1,411.10 2,642.27 3,793.69 1,961.77 9,808.83
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 151.11 66.38 1,367.46 396.24 1,981.18
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 133.92 821.01 2.00 239.23 1,196.17
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
MANDI BAHA-UD-DIN
(47A)
SAMPAK INTERNATIONAL
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 10.45 262.58 1.88 68.73 343.63
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 30.02 635.47 4.22 167.43 837.14
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 120.06 2,541.89 16.89 669.71 3,348.55
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 6.42 227.95 0.00 58.59 292.97
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 157.77 360.08 125.00 160.71 803.56
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 24.17 541.85 0.00 141.50 707.52
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 16.11 422.98 0.00 109.77 548.87
106c EXCAVATE SURPLUS COMMON MATERIAL CM 5.25 205.65 0.00 52.73 263.63
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 157.77 360.08 125.00 160.71 803.56
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 27.71 492.05 0.00 129.94 649.69
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 13.81 422.98 0.00 109.20 545.99
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 153.92 400.09 125.00 169.75 848.77
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 138.53 442.22 0.00 145.19 725.94
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 79.16 316.49 0.00 98.91 494.56
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.93 234.11 18.00 65.51 327.55
EXCAVATION IN COMMON MATERIAL
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 28.66 578.46 144.73 187.96 939.81
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 21.49 637.82 8.55 166.97 834.83
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 19.10 574.85 8.00 150.49 752.44
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 11.37 119.41 152.97 70.94 354.68
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.99 43.86 5.15 12.75 63.75
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.44 30.11 2.73 8.57 42.85
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.20 23.59 2.80 6.90 34.49
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.83 26.79 2.80 7.85 39.27
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 114.95 2,324.40 9,033.03 2,868.09 14,340.47
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 114.95 2,324.40 9,217.88 2,914.31 14,571.53
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 123.39 2,427.71 9,024.28 2,893.84 14,469.22
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 123.39 2,427.71 9,227.90 2,944.75 14,723.75
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 353.26 2,060.49 61,607.91 16,005.41 80,027.07
MC-250
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 353.26 2,060.49 61,607.91 16,005.41 80,027.07
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 137.40 188.22 840.58 291.55 1,457.74
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 221.79 3,721.78 7,368.08 2,827.91 14,139.56
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 151.50 207.88 1,478.55 459.48 2,297.42
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.41 64.78 21.92 22.28 111.39
207b DEEP PATCHING (15-30 cm) SM 2.41 64.78 21.92 22.28 111.39
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.61 373.82 12.00 98.11 490.54
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.32 40.20 2.40 10.98 54.90
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.44 2.36 69.32 18.03 90.16
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.43 2.36 60.43 15.80 79.02
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.18 0.86 27.84 7.22 36.10
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.18 0.86 24.16 6.30 31.50
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 101.98 2,293.29 9,674.20 3,017.37 15,086.84
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 101.98 2,198.28 10,293.15 3,148.35 15,741.77
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 248.92 513.14 7,005.35 1,941.85 9,709.26
307b OPEN GRADED HOT BIT-MAC CM 248.92 513.14 6,782.83 1,886.22 9,431.10
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 43.16 1,050.92 3,603.18 1,174.31 5,871.57
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 311.13 1,746.20 61,607.91 15,916.31 79,581.55
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 761.66 2,175.42 4,248.15 1,796.31 8,981.55
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 761.66 2,175.42 4,486.22 1,855.83 9,279.13
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 761.66 2,175.42 4,746.72 1,920.95 9,604.75
401cii CONCRETE CLASS C (ON GROUND) CM 748.87 2,175.42 3,978.85 1,725.78 8,628.92
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,318.94 0.00 70,926.33 18,311.32 91,556.59
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,318.94 0.00 75,126.33 19,361.32 96,806.59
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,859.99 3,667.20 83,322.90 22,212.52 111,062.62
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,510.84 12,010.50 141,902.38 39,355.93 196,779.65
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 163.58 0.00 1,364.24 381.96 1,909.78
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 163.58 0.00 806.16 242.43 1,212.17
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 13.43 18.40 133.69 41.38 206.89
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 551.34 0.00 80,588.79 20,285.03 101,425.16
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 571.66 0.00 126,238.15 31,702.45 158,512.25
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 632.60 0.00 1,074,071.14 268,675.93 1,343,379.67
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 551.34 0.00 68,883.86 17,358.80 86,794.00
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 141.67 0.00 432.79 143.62 718.08
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.91
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.97
SIZE AND THICKNESS) - IMPORTED
406g STEEL OR METAL BEARING DEVICES KG 27.89 48.58 145.56 55.51 277.54
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 345.82 3,155.77 465.01 991.65 4,958.25
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 525.65 4,796.77 625.56 1,487.00 7,434.98
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 525.65 7,330.09 774.88 2,157.66 10,788.28
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 876.08 12,216.82 1,100.49 3,548.35 17,741.75
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 730.07 10,180.69 964.82 2,968.89 14,844.47
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,314.13 18,325.24 1,507.51 5,286.72 26,433.59
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 33,419.46 86,125.76 107,771.20 56,829.11 284,145.53
407i PILE LOAD TEST UPTO 240 TON EACH 33,419.46 86,125.76 230,921.40 87,616.66 438,083.28
407j PILE LOAD TEST UPTO 360 TON EACH 91,926.66 95,444.48 313,345.60 125,179.19 625,895.93
407k PILE LOAD TEST UPTO 550 TON EACH 135,807.06 119,305.60 499,897.00 188,752.42 943,762.08
407l PILE LOAD TEST UPTO 800 TON EACH 201,022.80 143,166.72 809,951.00 288,535.13 1,442,675.65
407m CONFIRMATORY BORING (NX SIZE) M 260.77 2,639.89 22.50 730.79 3,653.95
407n PERMANENT PILE CASING FOR PILES Ton 342.13 3,993.41 82,405.08 21,685.15 108,425.77
411a STONE MASONRY RANDOM DRY CM 500.86 165.94 1,710.28 594.27 2,971.34
411b STONE MASONRY RANDOM WITH MORTAR CM 595.87 263.54 2,741.50 900.23 4,501.14
411c STONE MASONRY DRESSED UNCOURSED DRY CM 688.37 165.94 2,037.87 723.04 3,615.22
411d STONE MASONRY DRESSED UNCOURSED WITH CM 780.88 263.54 2,998.04 1,010.61 5,053.07
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 1,033.40 419.50 2,998.04 1,112.73 5,563.66
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 331.07 554.74 919.75 451.39 2,256.96
DIA 310 mm
Page 217 of 397
CLIENT: CSR - 2011 CONSULTANT:
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 331.07 616.97 1,097.39 511.36 2,556.79
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 311.82 1,097.40 1,325.27 683.62 3,418.12
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 327.80 1,377.91 1,939.43 911.28 4,556.42
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 380.33 1,772.89 3,207.89 1,340.28 6,701.38
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 471.36 2,187.37 4,945.60 1,901.08 9,505.41
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 610.00 2,171.36 5,977.24 2,189.65 10,948.25
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 719.28 2,636.66 11,418.41 3,693.59 18,467.94
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 850.62 3,076.10 16,546.19 5,118.23 25,591.14
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 331.07 554.74 1,190.77 519.15 2,595.73
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 322.74 616.97 1,445.83 596.39 2,981.93
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 311.82 1,097.40 1,673.71 770.73 3,853.67
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 327.80 1,377.91 2,597.60 1,075.83 5,379.13
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 380.33 1,772.89 4,020.92 1,543.53 7,717.67
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 471.36 2,187.37 6,029.64 2,172.09 10,860.46
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 610.00 2,171.36 7,525.87 2,576.81 12,884.04
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 719.28 2,636.66 14,137.67 4,373.40 21,867.01
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 850.62 3,076.10 21,230.10 6,289.20 31,446.02
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 130.43 157.23 796.27 270.98 1,354.92
PIPE CULVERT
502b CONCRETE CLASS B IN BEDDING AND CM 1,115.60 845.94 3,068.32 1,257.47 6,287.34
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.81 0.00 115.34 30.79 153.94
508a BRICK PAVING (SINGLE COURSE) SM 159.23 38.19 255.70 113.28 566.40
508b BRICK PAVING (DOUBLE COURSE) SM 284.24 38.19 504.91 206.84 1,034.18
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,149.60 481.58 3,635.47 1,316.66 6,583.31
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 71.43 275.72 794.71 285.46 1,427.32
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 216.94 103.71 229.58 137.56 687.79
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 277.68 132.75 293.86 176.07 880.37
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 351.69 288.91 638.19 319.70 1,598.49
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 439.61 361.14 797.74 399.62 1,998.12
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 351.69 288.91 393.98 258.64 1,293.22
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 439.61 361.14 492.47 323.30 1,616.52
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 219 of 397
CLIENT: CSR - 2011 CONSULTANT:
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 504.14 1,157.76 5,461.25 1,780.79 8,903.93
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,432.05 782.78 5,448.71 1,915.88 9,579.42
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 38.17 66.38 613.45 179.50 897.49
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 126.12 533.21 2,816.81 869.04 4,345.18
604d STEEL POST FOR METAL GUARD RAIL EACH 142.77 533.21 2,456.33 783.08 3,915.39
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,629.38 1,160.70 12,096.65 3,971.68 19,858.40
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,629.38 801.50 11,265.45 3,674.08 18,370.41
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 333.43 393.19 8,332.99 2,264.90 11,324.51
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 101.88 589.78 10,039.74 2,682.85 13,414.25
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 333.43 844.19 18,054.82 4,808.11 24,040.55
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,112.72 921.65 33,237.86 8,818.06 44,090.29
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 222.54 223.78 15,524.13 3,992.61 19,963.07
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 397.92 0.00 2,216.03 653.49 3,267.44
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 397.92 0.00 3,324.04 930.49 4,652.45
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 108.92 29.98 243.81 95.68 478.39
PAINT FOR 4.0 M ARROWS
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 108.92 52.71 741.44 225.77 1,128.84
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.23 7.50 34.58 11.83 59.14
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.23 13.18 99.75 29.54 147.70
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.23 7.50 46.11 14.71 73.55
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.23 13.18 133.00 37.85 189.27
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 108.92 29.98 333.90 118.20 591.00
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 108.92 52.71 1,257.80 354.86 1,774.29
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 90.92 29.98 162.54 70.86 354.30
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 90.92 52.71 495.04 159.67 798.34
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 90.92 29.98 222.60 85.88 429.38
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 90.92 52.71 839.80 245.86 1,229.29
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 13.59 111.18 172.59 74.34 371.70
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 13.59 111.18 202.59 81.84 409.20
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 151.54 182.71 355.54 172.45 862.25
610d TEN KILOMETER POST EACH 1,770.95 2,642.27 3,443.71 1,964.23 9,821.16
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 190.35 66.38 1,262.37 379.77 1,898.87
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 167.42 821.01 2.00 247.61 1,238.04
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
MIANWALI
(45)
SAMPAK INTERNATIONAL
Dcode 45 MIANWALI
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 8.29 262.58 1.88 68.19 340.93
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 23.66 635.47 4.22 165.84 829.19
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 94.63 2,541.89 16.89 663.35 3,316.75
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.33 227.95 0.00 58.32 291.60
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 19.51 541.85 0.00 140.34 701.70
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 13.07 422.98 0.00 109.01 545.06
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.36 205.65 0.00 52.50 262.51
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 22.57 492.05 0.00 128.65 643.27
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 11.15 422.98 0.00 108.53 542.67
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 125.37 400.09 125.00 162.62 813.08
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 112.83 442.22 0.00 138.76 693.81
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 64.48 316.49 0.00 95.24 476.20
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 8.09 234.11 18.00 65.05 325.25
EXCAVATION IN COMMON MATERIAL
Dcode 45 MIANWALI
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 23.12 578.46 144.73 186.58 932.88
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 17.34 637.82 8.55 165.93 829.64
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 15.41 574.85 8.00 149.56 747.82
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 9.20 119.41 152.97 70.39 351.97
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.62 43.86 5.15 12.66 63.29
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.17 30.11 2.73 8.50 42.51
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.97 23.59 2.80 6.84 34.20
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.48 26.79 2.80 7.77 38.83
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 91.19 2,324.40 8,947.19 2,840.70 14,203.48
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 91.19 2,324.40 9,172.41 2,897.00 14,484.99
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 8,938.46 2,866.05 14,330.23
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 9,182.40 2,927.03 14,635.15
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 61,500.69 15,962.15 79,810.75
MC-250
Dcode 45 MIANWALI
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 61,500.69 15,962.15 79,810.75
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 106.96 188.22 748.36 260.88 1,304.42
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 177.31 3,721.78 7,320.83 2,804.98 14,024.91
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 117.74 207.88 906.25 307.97 1,539.83
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 1.96 64.78 15.27 20.50 102.51
207b DEEP PATCHING (15-30 cm) SM 1.96 64.78 15.27 20.50 102.51
209a BREAKING OF EXISTING ROAD PAVEMENT CM 5.46 373.82 12.00 97.82 489.09
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.09 40.20 2.40 10.92 54.61
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.36 2.36 69.22 17.98 89.92
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.35 2.36 60.32 15.76 78.79
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 27.80 7.20 36.01
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 24.12 6.28 31.41
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,293.29 9,592.39 2,991.72 14,958.61
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,198.28 10,191.45 3,117.74 15,588.68
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 197.00 513.14 6,933.59 1,910.93 9,554.65
307b OPEN GRADED HOT BIT-MAC CM 197.00 513.14 6,702.68 1,853.20 9,266.02
Dcode 45 MIANWALI
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 34.30 1,050.92 3,603.18 1,172.10 5,860.49
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 252.32 1,746.20 61,500.69 15,874.80 79,374.01
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 618.78 2,175.42 4,255.82 1,762.50 8,812.52
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 618.78 2,175.42 4,486.69 1,820.22 9,101.12
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 618.78 2,175.42 4,733.87 1,882.02 9,410.08
401cii CONCRETE CLASS C (ON GROUND) CM 603.77 2,175.42 3,971.53 1,687.68 8,438.39
Dcode 45 MIANWALI
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 71,429.48 18,330.05 91,650.24
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 75,629.48 19,380.05 96,900.24
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,516.60 3,667.20 83,322.90 22,126.68 110,633.38
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,925.66 12,010.50 141,895.46 39,207.91 196,039.53
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 131.68 0.00 1,364.13 373.95 1,869.76
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 131.68 0.00 806.38 234.52 1,172.58
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 10.87 18.40 133.69 40.74 203.70
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 449.00 0.00 80,207.93 20,164.23 100,821.16
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 464.63 0.00 125,660.29 31,531.23 157,656.14
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 511.50 0.00 1,068,817.84 267,332.33 1,336,661.67
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 449.00 0.00 68,552.20 17,250.30 86,251.50
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 113.89 0.00 440.09 138.49 692.47
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Dcode 45 MIANWALI
406g STEEL OR METAL BEARING DEVICES KG 22.40 48.58 145.56 54.14 270.68
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 287.63 3,155.77 467.37 977.69 4,888.47
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 437.20 4,796.77 629.16 1,465.78 7,328.92
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 437.20 7,330.09 778.88 2,136.54 10,682.72
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 728.67 12,216.82 1,107.16 3,513.16 17,565.82
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 607.22 10,180.69 970.38 2,939.57 14,697.86
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,093.00 18,325.24 1,517.51 5,233.94 26,169.69
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 25,971.36 86,125.76 89,101.12 50,299.56 251,497.80
407i PILE LOAD TEST UPTO 240 TON EACH 25,971.36 86,125.76 193,581.24 76,419.59 382,097.95
407j PILE LOAD TEST UPTO 360 TON EACH 70,971.36 95,444.48 257,335.36 105,937.80 529,689.00
407k PILE LOAD TEST UPTO 550 TON EACH 104,721.36 119,305.60 408,668.20 158,173.79 790,868.95
407l PILE LOAD TEST UPTO 800 TON EACH 154,998.72 143,166.72 663,560.60 240,431.51 1,202,157.55
407m CONFIRMATORY BORING (NX SIZE) M 209.48 2,639.89 22.50 717.97 3,589.84
407n PERMANENT PILE CASING FOR PILES Ton 274.67 3,993.41 82,405.08 21,668.29 108,341.45
411a STONE MASONRY RANDOM DRY CM 402.78 165.94 1,003.89 393.15 1,965.76
411b STONE MASONRY RANDOM WITH MORTAR CM 477.78 263.54 2,076.53 704.46 3,522.31
411c STONE MASONRY DRESSED UNCOURSED DRY CM 552.78 165.94 1,346.49 516.30 2,581.51
411d STONE MASONRY DRESSED UNCOURSED WITH CM 627.78 263.54 2,337.73 807.26 4,036.30
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 827.78 419.50 2,337.73 896.25 4,481.25
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 554.74 936.05 437.63 2,188.14
DIA 310 mm
Page 228 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 45 MIANWALI
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 616.97 1,123.94 500.16 2,500.79
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 246.29 1,097.40 1,364.57 677.07 3,385.33
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 257.99 1,377.91 2,004.05 909.99 4,549.93
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 299.86 1,772.89 3,335.23 1,352.00 6,759.98
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 372.88 2,187.37 5,136.13 1,924.10 9,620.48
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 482.55 2,171.36 6,167.76 2,205.42 11,027.10
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 568.10 2,636.66 11,617.62 3,705.60 18,527.98
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 673.20 3,076.10 17,310.41 5,264.93 26,324.64
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 259.72 554.74 1,207.06 505.38 2,526.90
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 252.78 616.97 1,472.38 585.53 2,927.66
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 246.29 1,097.40 1,713.02 764.18 3,820.89
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 257.99 1,377.91 2,662.21 1,074.53 5,372.63
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 299.86 1,772.89 4,148.26 1,555.25 7,776.27
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 372.88 2,187.37 6,220.18 2,195.11 10,975.54
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 482.55 2,171.36 7,716.39 2,592.58 12,962.89
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 568.10 2,636.66 14,336.88 4,385.41 21,927.05
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 673.20 3,076.10 21,994.32 6,435.91 32,179.53
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 102.78 157.23 606.64 216.66 1,083.31
PIPE CULVERT
Dcode 45 MIANWALI
502b CONCRETE CLASS B IN BEDDING AND CM 900.68 845.94 3,104.94 1,212.89 6,064.46
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 6.33 0.00 115.34 30.42 152.09
508a BRICK PAVING (SINGLE COURSE) SM 127.27 38.19 273.34 109.70 548.49
508b BRICK PAVING (DOUBLE COURSE) SM 227.27 38.19 542.32 201.94 1,009.72
509g REINFORCED CONCRETE SLOPE PROTECTION CM 916.27 481.58 3,642.86 1,260.18 6,300.88
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 56.05 275.72 595.33 231.77 1,158.87
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 173.61 103.71 114.79 98.03 490.14
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 222.22 132.75 146.93 125.48 627.38
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 532.12 275.81 1,379.07
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 665.16 344.77 1,723.84
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 298.47 217.40 1,087.00
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 373.09 271.75 1,358.75
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 230 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 45 MIANWALI
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 409.86 1,157.76 5,486.76 1,763.60 8,817.98
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,149.03 782.78 5,474.76 1,851.64 9,258.20
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 30.56 66.38 580.71 169.41 847.06
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 100.93 533.21 2,815.84 862.49 4,312.47
604d STEEL POST FOR METAL GUARD RAIL EACH 114.80 533.21 2,450.03 774.51 3,872.55
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,076.38 1,160.70 12,149.06 3,846.53 19,232.67
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,076.38 801.50 11,311.85 3,547.43 17,737.16
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 266.03 393.19 8,324.28 2,245.87 11,229.37
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 81.25 589.78 10,026.67 2,674.43 13,372.13
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 266.03 844.19 18,048.93 4,789.79 23,948.93
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 874.05 921.65 33,229.02 8,756.18 43,780.90
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 174.81 223.78 15,522.36 3,980.24 19,901.19
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 326.38 0.00 2,216.03 635.60 3,178.01
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 326.38 0.00 3,324.04 912.61 4,563.03
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 89.31 29.98 244.44 90.93 454.66
PAINT FOR 4.0 M ARROWS
Dcode 45 MIANWALI
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 89.31 52.71 748.06 222.52 1,112.59
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 34.58 11.56 57.81
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 99.75 29.27 146.37
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 46.11 14.44 72.21
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 133.00 37.59 187.93
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 89.31 29.98 333.90 113.30 566.48
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 89.31 52.71 1,257.80 349.95 1,749.77
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 74.31 29.98 162.96 66.81 334.06
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 74.31 52.71 499.46 156.62 783.09
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 74.31 29.98 222.60 81.72 408.61
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 74.31 52.71 839.80 241.70 1,208.52
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 172.64 73.69 368.45
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 202.64 81.19 405.95
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 118.63 182.71 356.01 164.34 821.70
610d TEN KILOMETER POST EACH 1,411.10 2,642.27 3,457.49 1,877.72 9,388.58
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 151.11 66.38 1,208.86 356.59 1,782.94
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 133.92 821.01 2.00 239.23 1,196.17
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
MULTAN
(46)
SAMPAK INTERNATIONAL
Dcode 46 MULTAN
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 8.29 262.58 1.88 68.19 340.93
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 23.66 635.47 4.22 165.84 829.19
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 94.63 2,541.89 16.89 663.35 3,316.75
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.33 227.95 0.00 58.32 291.60
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 19.51 541.85 0.00 140.34 701.70
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 13.07 422.98 0.00 109.01 545.06
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.36 205.65 0.00 52.50 262.51
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 22.57 492.05 0.00 128.65 643.27
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 11.15 422.98 0.00 108.53 542.67
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 125.37 400.09 125.00 162.62 813.08
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 112.83 442.22 0.00 138.76 693.81
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 64.48 316.49 0.00 95.24 476.20
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 8.09 234.11 18.00 65.05 325.25
EXCAVATION IN COMMON MATERIAL
Dcode 46 MULTAN
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 23.12 578.46 144.73 186.58 932.88
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 17.34 637.82 8.55 165.93 829.64
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 15.41 574.85 8.00 149.56 747.82
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 9.20 119.41 152.97 70.39 351.97
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.62 43.86 5.15 12.66 63.29
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.17 30.11 2.73 8.50 42.51
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.97 23.59 2.80 6.84 34.20
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.48 26.79 2.80 7.77 38.83
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 91.19 2,324.40 9,395.26 2,952.71 14,763.55
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 91.19 2,324.40 9,626.59 3,010.54 15,052.72
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 9,386.40 2,978.03 14,890.15
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 9,636.83 3,040.64 15,203.19
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 62,628.08 16,244.00 81,220.00
MC-250
Dcode 46 MULTAN
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 62,628.08 16,244.00 81,220.00
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 106.96 188.22 1,054.71 337.47 1,687.36
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 177.31 3,721.78 7,758.82 2,914.48 14,572.39
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 117.74 207.88 1,222.81 387.11 1,935.54
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 1.96 64.78 14.94 20.42 102.09
207b DEEP PATCHING (15-30 cm) SM 1.96 64.78 14.94 20.42 102.09
209a BREAKING OF EXISTING ROAD PAVEMENT CM 5.46 373.82 12.00 97.82 489.09
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.09 40.20 2.40 10.92 54.61
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.36 2.36 70.34 18.27 91.33
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.35 2.36 61.45 16.04 80.20
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 28.25 7.31 36.57
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 24.57 6.39 31.97
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,293.29 10,042.02 3,104.13 15,520.65
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,198.28 10,647.36 3,231.71 16,158.57
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 197.00 513.14 7,269.57 1,994.92 9,974.62
307b OPEN GRADED HOT BIT-MAC CM 197.00 513.14 7,070.01 1,945.04 9,725.18
Dcode 46 MULTAN
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 34.30 1,050.92 3,603.18 1,172.10 5,860.49
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 252.32 1,746.20 62,628.08 16,156.65 80,783.25
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 618.78 2,175.42 4,356.88 1,787.77 8,938.85
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 618.78 2,175.42 4,613.48 1,851.92 9,259.60
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 618.78 2,175.42 4,898.65 1,923.21 9,616.06
401cii CONCRETE CLASS C (ON GROUND) CM 603.77 2,175.42 4,187.13 1,741.58 8,707.90
Dcode 46 MULTAN
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 71,395.50 18,321.55 91,607.77
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 75,595.50 19,371.55 96,857.77
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,516.60 3,667.20 83,734.45 22,229.56 111,147.81
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,925.66 12,010.50 142,514.95 39,362.78 196,813.89
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 131.68 0.00 1,382.01 378.42 1,892.11
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 131.68 0.00 811.82 235.88 1,179.38
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 10.87 18.40 133.69 40.74 203.70
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 449.00 0.00 80,969.66 20,354.66 101,773.32
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 464.63 0.00 126,816.02 31,820.16 159,100.80
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 511.50 0.00 1,079,324.44 269,958.98 1,349,794.92
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 449.00 0.00 69,215.53 17,416.13 87,080.67
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 113.89 0.00 440.09 138.49 692.47
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.52 0.39 1.93
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.18 0.80 4.00
SIZE AND THICKNESS) - IMPORTED
Dcode 46 MULTAN
406g STEEL OR METAL BEARING DEVICES KG 22.40 48.58 145.56 54.14 270.68
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 287.63 3,155.77 469.74 978.29 4,891.43
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 437.20 4,796.77 632.76 1,466.68 7,333.42
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 437.20 7,330.09 782.88 2,137.54 10,687.72
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 728.67 12,216.82 1,113.83 3,514.83 17,574.15
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 607.22 10,180.69 975.93 2,940.96 14,704.80
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,093.00 18,325.24 1,527.51 5,236.44 26,182.19
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 25,971.36 86,125.76 88,159.52 50,064.16 250,320.80
407i PILE LOAD TEST UPTO 240 TON EACH 25,971.36 86,125.76 191,698.04 75,948.79 379,743.95
407j PILE LOAD TEST UPTO 360 TON EACH 70,971.36 95,444.48 254,510.56 105,231.60 526,158.00
407k PILE LOAD TEST UPTO 550 TON EACH 104,721.36 119,305.60 404,067.20 157,023.54 785,117.70
407l PILE LOAD TEST UPTO 800 TON EACH 154,998.72 143,166.72 656,177.60 238,585.76 1,192,928.80
407m CONFIRMATORY BORING (NX SIZE) M 209.48 2,639.89 22.50 717.97 3,589.84
407n PERMANENT PILE CASING FOR PILES Ton 274.67 3,993.41 82,817.66 21,771.43 108,857.17
411a STONE MASONRY RANDOM DRY CM 402.78 165.94 1,335.02 475.93 2,379.66
411b STONE MASONRY RANDOM WITH MORTAR CM 477.78 263.54 2,366.18 776.87 3,884.37
411c STONE MASONRY DRESSED UNCOURSED DRY CM 552.78 165.94 1,680.27 599.75 2,998.73
411d STONE MASONRY DRESSED UNCOURSED WITH CM 627.78 263.54 2,640.39 882.93 4,414.63
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 827.78 419.50 2,640.39 971.92 4,859.58
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 554.74 1,304.63 529.77 2,648.87
DIA 310 mm
Page 239 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 46 MULTAN
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 616.97 1,685.01 640.42 3,202.12
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 246.29 1,097.40 2,100.58 861.07 4,305.34
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 257.99 1,377.91 3,216.11 1,213.00 6,065.01
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 299.86 1,772.89 4,714.77 1,696.88 8,484.41
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 372.88 2,187.37 6,649.97 2,302.56 11,512.78
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 482.55 2,171.36 8,597.22 2,812.79 14,063.93
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 568.10 2,636.66 11,040.35 3,561.28 17,806.38
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 673.20 3,076.10 19,914.55 5,915.96 29,579.82
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 259.72 554.74 1,383.69 549.54 2,747.69
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 252.78 616.97 1,851.39 680.28 3,401.42
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 246.29 1,097.40 2,578.48 980.54 4,902.71
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 257.99 1,377.91 4,420.89 1,514.20 7,570.99
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 299.86 1,772.89 6,089.47 2,040.56 10,202.79
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 372.88 2,187.37 8,973.39 2,883.41 14,417.06
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 482.55 2,171.36 11,466.98 3,530.23 17,651.13
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 568.10 2,636.66 14,463.80 4,417.14 22,085.69
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 673.20 3,076.10 27,627.03 7,844.08 39,220.42
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 102.78 157.23 761.30 255.33 1,276.63
PIPE CULVERT
Dcode 46 MULTAN
502b CONCRETE CLASS B IN BEDDING AND CM 900.68 845.94 3,298.25 1,261.22 6,306.10
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 6.33 0.00 117.40 30.93 154.66
508a BRICK PAVING (SINGLE COURSE) SM 127.27 38.19 272.80 109.57 547.83
508b BRICK PAVING (DOUBLE COURSE) SM 227.27 38.19 541.35 201.70 1,008.52
509g REINFORCED CONCRETE SLOPE PROTECTION CM 916.27 481.58 3,787.10 1,296.24 6,481.18
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 56.05 275.72 734.50 266.56 1,332.82
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 173.61 103.71 168.60 111.48 557.40
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 222.22 132.75 215.81 142.69 713.47
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 577.05 287.05 1,435.23
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 721.31 358.81 1,794.04
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 339.93 227.77 1,138.83
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 424.91 284.71 1,423.54
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 241 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 46 MULTAN
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 409.86 1,157.76 5,539.10 1,776.68 8,883.40
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,149.03 782.78 5,525.58 1,864.34 9,321.72
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 30.56 66.38 593.98 172.73 863.64
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 100.93 533.21 2,808.06 860.55 4,302.75
604d STEEL POST FOR METAL GUARD RAIL EACH 114.80 533.21 2,443.73 772.94 3,864.68
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,076.38 1,160.70 12,264.82 3,875.47 19,377.37
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,076.38 801.50 11,428.08 3,576.49 17,882.45
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 266.03 393.19 8,394.16 2,263.35 11,316.73
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 81.25 589.78 10,119.20 2,697.56 13,487.78
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 266.03 844.19 18,171.11 4,820.33 24,101.66
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 874.05 921.65 33,443.07 8,809.69 44,048.46
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 174.81 223.78 15,602.11 4,000.17 20,000.87
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 326.38 0.00 2,227.11 638.37 3,191.86
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 326.38 0.00 3,340.66 916.76 4,583.80
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 89.31 29.98 245.70 91.25 456.23
PAINT FOR 4.0 M ARROWS
Dcode 46 MULTAN
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 89.31 52.71 748.06 222.52 1,112.59
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 34.58 11.56 57.81
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 99.75 29.27 146.37
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 46.11 14.44 72.21
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 133.00 37.59 187.93
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 89.31 29.98 333.90 113.30 566.48
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 89.31 52.71 1,257.80 349.95 1,749.77
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 74.31 29.98 163.80 67.02 335.11
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 74.31 52.71 499.46 156.62 783.09
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 74.31 29.98 222.60 81.72 408.61
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 74.31 52.71 839.80 241.70 1,208.52
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 175.59 74.43 372.13
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 206.59 82.18 410.88
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 118.63 182.71 365.96 166.83 834.14
610d TEN KILOMETER POST EACH 1,411.10 2,642.27 3,513.62 1,891.75 9,458.74
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 151.11 66.38 1,299.13 379.16 1,895.78
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 133.92 821.01 2.00 239.23 1,196.17
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
MUZAFFARGARH
(47)
SAMPAK INTERNATIONAL
Dcode 47 MUZAFFARGARH
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 8.29 262.58 1.88 68.19 340.93
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 23.66 635.47 4.22 165.84 829.19
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 94.63 2,541.89 16.89 663.35 3,316.75
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.33 227.95 0.00 58.32 291.60
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 19.51 541.85 0.00 140.34 701.70
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 13.07 422.98 0.00 109.01 545.06
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.36 205.65 0.00 52.50 262.51
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 128.34 360.08 125.00 153.36 766.78
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 22.57 492.05 0.00 128.65 643.27
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 11.15 422.98 0.00 108.53 542.67
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 125.37 400.09 125.00 162.62 813.08
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 112.83 442.22 0.00 138.76 693.81
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 64.48 316.49 0.00 95.24 476.20
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 8.09 234.11 18.00 65.05 325.25
EXCAVATION IN COMMON MATERIAL
Dcode 47 MUZAFFARGARH
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 23.12 578.46 144.73 186.58 932.88
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 17.34 637.82 8.55 165.93 829.64
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 15.41 574.85 8.00 149.56 747.82
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 9.20 119.41 152.97 70.39 351.97
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.62 43.86 5.15 12.66 63.29
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.17 30.11 2.73 8.50 42.51
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.97 23.59 2.80 6.84 34.20
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.48 26.79 2.80 7.77 38.83
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 91.19 2,324.40 9,335.88 2,937.87 14,689.33
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 91.19 2,324.40 9,551.19 2,991.69 14,958.47
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 9,327.03 2,963.19 14,815.95
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 98.02 2,427.71 9,561.42 3,021.79 15,108.93
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 62,685.77 16,258.42 81,292.11
MC-250
Dcode 47 MUZAFFARGARH
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 287.42 2,060.49 62,685.77 16,258.42 81,292.11
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 106.96 188.22 916.37 302.89 1,514.44
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 177.31 3,721.78 7,641.89 2,885.25 14,426.23
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 117.74 207.88 1,107.11 358.18 1,790.91
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 1.96 64.78 16.24 20.74 103.72
207b DEEP PATCHING (15-30 cm) SM 1.96 64.78 16.24 20.74 103.72
209a BREAKING OF EXISTING ROAD PAVEMENT CM 5.46 373.82 12.00 97.82 489.09
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.09 40.20 2.40 10.92 54.61
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.36 2.36 70.40 18.28 91.40
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.35 2.36 61.51 16.05 80.27
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 28.27 7.32 36.60
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.14 0.86 24.59 6.40 32.00
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,293.29 9,982.99 3,089.37 15,446.86
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 81.21 2,198.28 10,572.12 3,212.90 16,064.51
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 197.00 513.14 7,248.59 1,989.68 9,948.40
307b OPEN GRADED HOT BIT-MAC CM 197.00 513.14 7,008.70 1,929.71 9,648.54
Dcode 47 MUZAFFARGARH
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 34.30 1,050.92 3,603.18 1,172.10 5,860.49
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 252.32 1,746.20 62,685.77 16,171.07 80,855.37
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 618.78 2,175.42 4,340.42 1,783.65 8,918.27
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 618.78 2,175.42 4,566.31 1,840.13 9,200.63
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 618.78 2,175.42 4,844.42 1,909.65 9,548.27
401cii CONCRETE CLASS C (ON GROUND) CM 603.77 2,175.42 4,107.96 1,721.79 8,608.93
Dcode 47 MUZAFFARGARH
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 71,481.31 18,343.01 91,715.03
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,890.71 0.00 75,681.31 19,393.01 96,965.03
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,516.60 3,667.20 83,734.45 22,229.56 111,147.81
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,925.66 12,010.50 142,516.82 39,363.25 196,816.23
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 131.68 0.00 1,382.07 378.44 1,892.19
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 131.68 0.00 811.89 235.89 1,179.46
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 10.87 18.40 133.69 40.74 203.70
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 449.00 0.00 80,969.66 20,354.66 101,773.32
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 464.63 0.00 126,816.02 31,820.16 159,100.80
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 511.50 0.00 1,079,324.44 269,958.98 1,349,794.92
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 449.00 0.00 69,215.53 17,416.13 87,080.67
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 113.89 0.00 440.09 138.49 692.47
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.52 0.39 1.93
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.18 0.80 4.00
SIZE AND THICKNESS) - IMPORTED
Dcode 47 MUZAFFARGARH
406g STEEL OR METAL BEARING DEVICES KG 22.40 48.58 145.56 54.14 270.68
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 287.63 3,155.77 469.74 978.29 4,891.43
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 437.20 4,796.77 632.76 1,466.68 7,333.42
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 437.20 7,330.09 782.88 2,137.54 10,687.72
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 728.67 12,216.82 1,113.83 3,514.83 17,574.15
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 607.22 10,180.69 975.93 2,940.96 14,704.80
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,093.00 18,325.24 1,527.51 5,236.44 26,182.19
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 25,971.36 86,125.76 91,815.92 50,978.26 254,891.30
407i PILE LOAD TEST UPTO 240 TON EACH 25,971.36 86,125.76 199,010.84 77,776.99 388,884.95
407j PILE LOAD TEST UPTO 360 TON EACH 70,971.36 95,444.48 265,479.76 107,973.90 539,869.50
407k PILE LOAD TEST UPTO 550 TON EACH 104,721.36 119,305.60 421,933.70 161,490.17 807,450.83
407l PILE LOAD TEST UPTO 800 TON EACH 154,998.72 143,166.72 684,847.10 245,753.14 1,228,765.68
407m CONFIRMATORY BORING (NX SIZE) M 209.48 2,639.89 22.50 717.97 3,589.84
407n PERMANENT PILE CASING FOR PILES Ton 274.67 3,993.41 82,817.66 21,771.43 108,857.17
411a STONE MASONRY RANDOM DRY CM 402.78 165.94 1,202.57 442.82 2,214.10
411b STONE MASONRY RANDOM WITH MORTAR CM 477.78 263.54 2,239.68 745.25 3,726.25
411c STONE MASONRY DRESSED UNCOURSED DRY CM 552.78 165.94 1,537.22 563.98 2,819.92
411d STONE MASONRY DRESSED UNCOURSED WITH CM 627.78 263.54 2,501.81 848.28 4,241.41
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 827.78 419.50 2,501.81 937.27 4,686.35
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 554.74 1,308.37 530.71 2,653.54
DIA 310 mm
Page 250 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 47 MUZAFFARGARH
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 259.72 616.97 1,691.14 641.96 3,209.79
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 246.29 1,097.40 2,109.71 863.35 4,316.75
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 257.99 1,377.91 3,231.20 1,216.77 6,083.87
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 299.86 1,772.89 4,744.66 1,704.35 8,521.77
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 372.88 2,187.37 6,694.74 2,313.75 11,568.75
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 482.55 2,171.36 8,641.99 2,823.98 14,119.89
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 568.10 2,636.66 11,087.11 3,572.97 17,864.83
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 673.20 3,076.10 20,094.86 5,961.04 29,805.20
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 259.72 554.74 1,387.43 550.47 2,752.36
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 252.78 616.97 1,857.52 681.82 3,409.09
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 246.29 1,097.40 2,587.61 982.83 4,914.13
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 257.99 1,377.91 4,435.98 1,517.97 7,589.84
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 299.86 1,772.89 6,119.36 2,048.03 10,240.15
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 372.88 2,187.37 9,018.16 2,894.60 14,473.02
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 482.55 2,171.36 11,511.75 3,541.42 17,707.09
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 568.10 2,636.66 14,510.56 4,428.83 22,144.14
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 673.20 3,076.10 27,807.34 7,889.16 39,445.80
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 102.78 157.23 719.88 244.97 1,224.86
PIPE CULVERT
Dcode 47 MUZAFFARGARH
502b CONCRETE CLASS B IN BEDDING AND CM 900.68 845.94 3,211.12 1,239.44 6,197.18
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 6.33 0.00 117.40 30.93 154.66
508a BRICK PAVING (SINGLE COURSE) SM 127.27 38.19 274.88 110.08 550.42
508b BRICK PAVING (DOUBLE COURSE) SM 227.27 38.19 545.09 202.64 1,013.19
509g REINFORCED CONCRETE SLOPE PROTECTION CM 916.27 481.58 3,716.75 1,278.65 6,393.25
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 56.05 275.72 702.17 258.48 1,292.41
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 173.61 103.71 147.07 106.10 530.49
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 222.22 132.75 188.26 135.81 679.03
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 561.07 283.05 1,415.25
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 701.34 353.81 1,769.07
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 282.22 288.91 321.75 223.22 1,116.10
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 352.78 361.14 402.19 279.03 1,395.13
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 252 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 47 MUZAFFARGARH
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 409.86 1,157.76 5,534.00 1,775.40 8,877.02
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,149.03 782.78 5,522.92 1,863.68 9,318.40
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 30.56 66.38 589.64 171.64 858.22
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 100.93 533.21 2,824.41 864.64 4,323.19
604d STEEL POST FOR METAL GUARD RAIL EACH 114.80 533.21 2,456.33 776.09 3,880.43
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,076.38 1,160.70 12,263.63 3,875.18 19,375.88
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,076.38 801.50 11,425.87 3,575.94 17,879.68
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 266.03 393.19 8,381.09 2,260.08 11,300.39
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 81.25 589.78 10,099.60 2,692.66 13,463.28
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 266.03 844.19 18,141.20 4,812.85 24,064.27
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 874.05 921.65 33,398.20 8,798.48 43,992.38
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 174.81 223.78 15,593.13 3,997.93 19,989.65
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 326.38 0.00 2,227.11 638.37 3,191.86
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 326.38 0.00 3,340.66 916.76 4,583.80
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 89.31 29.98 245.70 91.25 456.23
PAINT FOR 4.0 M ARROWS
Dcode 47 MUZAFFARGARH
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 89.31 52.71 748.06 222.52 1,112.59
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 34.58 11.56 57.81
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 99.75 29.27 146.37
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.17 7.50 46.11 14.44 72.21
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.17 13.18 133.00 37.59 187.93
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 89.31 29.98 333.90 113.30 566.48
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 89.31 52.71 1,257.80 349.95 1,749.77
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 74.31 29.98 163.80 67.02 335.11
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 74.31 52.71 499.46 156.62 783.09
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 74.31 29.98 222.60 81.72 408.61
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 74.31 52.71 839.80 241.70 1,208.52
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 175.60 74.43 372.14
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 10.94 111.18 206.60 82.18 410.89
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 118.63 182.71 364.66 166.50 832.51
610d TEN KILOMETER POST EACH 1,411.10 2,642.27 3,508.14 1,890.38 9,451.89
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 151.11 66.38 1,291.88 377.34 1,886.72
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 133.92 821.01 2.00 239.23 1,196.17
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
NANKANA SAHIB
(47E)
SAMPAK INTERNATIONAL
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 10.32 262.58 1.88 68.69 343.46
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 29.72 635.47 4.22 167.35 836.77
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 118.88 2,541.89 16.89 669.41 3,347.07
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 6.22 227.95 0.00 58.54 292.71
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 154.13 360.08 125.00 159.80 799.01
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 23.68 541.85 0.00 141.38 706.92
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 15.76 422.98 0.00 109.69 548.43
106c EXCAVATE SURPLUS COMMON MATERIAL CM 5.09 205.65 0.00 52.68 263.42
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 154.13 360.08 125.00 159.80 799.01
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 27.05 492.05 0.00 129.78 648.88
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 13.53 422.98 0.00 109.13 545.65
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 150.29 400.09 125.00 168.85 844.23
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 135.26 442.22 0.00 144.37 721.85
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 77.29 316.49 0.00 98.45 492.23
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.69 234.11 18.00 65.45 327.25
EXCAVATION IN COMMON MATERIAL
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 28.10 578.46 144.73 187.82 939.11
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 21.07 637.82 8.55 166.86 834.31
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 18.73 574.85 8.00 150.39 751.97
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 11.14 119.41 152.97 70.88 354.39
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.95 43.86 5.15 12.74 63.70
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.41 30.11 2.73 8.56 42.81
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.18 23.59 2.80 6.89 34.47
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.79 26.79 2.80 7.84 39.22
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 113.51 2,324.40 9,340.24 2,944.54 14,722.69
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 113.51 2,324.40 9,558.07 2,999.00 14,994.98
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 121.78 2,427.71 9,331.44 2,970.23 14,851.16
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 121.78 2,427.71 9,568.11 3,029.40 15,146.99
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 345.09 2,060.49 61,882.67 16,072.06 80,360.31
MC-250
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 345.09 2,060.49 61,882.67 16,072.06 80,360.31
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 136.73 188.22 1,050.83 343.94 1,719.72
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 218.30 3,721.78 7,666.17 2,901.56 14,507.80
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 150.87 207.88 1,281.48 410.06 2,050.29
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.36 64.78 21.45 22.15 110.74
207b DEEP PATCHING (15-30 cm) SM 2.36 64.78 21.45 22.15 110.74
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.42 373.82 12.00 98.06 490.30
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.28 40.20 2.40 10.97 54.86
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.43 2.36 69.60 18.10 90.49
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.42 2.36 60.71 15.87 79.36
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.17 0.86 27.95 7.25 36.23
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.17 0.86 24.27 6.33 31.63
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 100.54 2,293.29 9,988.46 3,095.57 15,477.86
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 100.54 2,198.28 10,585.42 3,221.06 16,105.31
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 246.03 513.14 7,245.31 2,001.12 10,005.60
307b OPEN GRADED HOT BIT-MAC CM 246.03 513.14 7,012.53 1,942.93 9,714.63
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 42.59 1,050.92 3,603.18 1,174.17 5,870.86
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 304.37 1,746.20 61,882.67 15,983.31 79,916.54
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 744.55 2,175.42 4,310.22 1,807.55 9,037.74
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 744.55 2,175.42 4,532.85 1,863.21 9,316.03
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 744.55 2,175.42 4,811.04 1,932.75 9,663.76
401cii CONCRETE CLASS C (ON GROUND) CM 734.43 2,175.42 4,110.65 1,755.13 8,775.63
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,263.30 0.00 70,629.48 18,223.20 91,115.98
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,263.30 0.00 74,829.48 19,273.20 96,365.98
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,815.32 3,667.20 82,913.40 22,098.98 110,494.90
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,393.55 12,010.50 141,014.63 39,104.67 195,523.35
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 160.54 0.00 1,361.54 380.52 1,902.60
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 160.54 0.00 800.47 240.25 1,201.25
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 13.14 18.40 133.69 41.31 206.54
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 538.36 0.00 80,568.71 20,276.77 101,383.84
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 558.68 0.00 126,187.96 31,686.66 158,433.29
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 619.62 0.00 1,073,980.80 268,650.11 1,343,250.53
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 538.36 0.00 68,872.82 17,352.80 86,763.98
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 139.12 0.00 430.64 142.44 712.19
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.91
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
406g STEEL OR METAL BEARING DEVICES KG 27.39 48.58 145.56 55.38 276.91
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 334.55 3,155.77 465.01 988.83 4,944.16
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 508.52 4,796.77 625.56 1,482.71 7,413.56
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 508.52 7,330.09 774.88 2,153.37 10,766.86
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 847.53 12,216.82 1,100.49 3,541.21 17,706.06
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 706.27 10,180.69 964.82 2,962.94 14,814.72
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,271.29 18,325.24 1,507.51 5,276.01 26,380.05
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 33,280.38 86,125.76 106,445.92 56,463.02 282,315.08
407i PILE LOAD TEST UPTO 240 TON EACH 33,280.38 86,125.76 228,270.84 86,919.25 434,596.23
407j PILE LOAD TEST UPTO 360 TON EACH 91,787.58 95,444.48 309,369.76 124,150.46 620,752.28
407k PILE LOAD TEST UPTO 550 TON EACH 135,667.98 119,305.60 493,421.20 187,098.70 935,493.48
407l PILE LOAD TEST UPTO 800 TON EACH 200,822.52 143,166.72 799,559.60 285,887.21 1,429,436.05
407m CONFIRMATORY BORING (NX SIZE) M 256.13 2,639.89 22.50 729.63 3,648.14
407n PERMANENT PILE CASING FOR PILES Ton 336.13 3,993.41 81,995.58 21,581.28 107,906.40
411a STONE MASONRY RANDOM DRY CM 491.75 165.94 1,384.63 510.58 2,552.89
411b STONE MASONRY RANDOM WITH MORTAR CM 585.76 263.54 2,393.03 810.58 4,052.90
411c STONE MASONRY DRESSED UNCOURSED DRY CM 676.26 165.94 1,710.01 638.05 3,190.26
411d STONE MASONRY DRESSED UNCOURSED WITH CM 766.76 263.54 2,649.91 920.05 4,600.27
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 1,016.28 419.50 2,649.91 1,021.42 5,107.11
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 328.43 554.74 897.32 445.12 2,225.62
DIA 310 mm
Page 261 of 397
CLIENT: CSR - 2011 CONSULTANT:
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 328.43 616.97 1,060.46 501.47 2,507.33
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 308.47 1,097.40 1,270.35 669.06 3,345.28
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 324.75 1,377.91 1,848.50 887.79 4,438.94
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 376.51 1,772.89 3,027.25 1,294.16 6,470.82
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 465.99 2,187.37 4,675.20 1,832.14 9,160.69
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 603.05 2,171.36 5,706.69 2,120.27 10,601.37
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 711.56 2,636.66 11,135.83 3,621.01 18,105.06
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 840.77 3,076.10 15,456.15 4,843.26 24,216.28
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 328.43 554.74 1,168.33 512.88 2,564.38
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 320.38 616.97 1,408.90 586.56 2,932.81
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 308.47 1,097.40 1,618.79 756.17 3,780.83
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 324.75 1,377.91 2,506.67 1,052.33 5,261.65
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 376.51 1,772.89 3,840.28 1,497.42 7,487.11
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 465.99 2,187.37 5,759.24 2,103.15 10,515.74
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 603.05 2,171.36 7,255.32 2,507.43 12,537.16
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 711.56 2,636.66 13,855.10 4,300.83 21,504.13
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 840.77 3,076.10 20,140.05 6,014.23 30,071.15
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 129.15 157.23 898.75 296.28 1,481.42
PIPE CULVERT
502b CONCRETE CLASS B IN BEDDING AND CM 1,093.46 845.94 3,212.73 1,288.03 6,440.17
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.65 0.00 115.34 30.75 153.73
508a BRICK PAVING (SINGLE COURSE) SM 156.74 38.19 254.94 112.47 562.34
508b BRICK PAVING (DOUBLE COURSE) SM 279.75 38.19 503.56 205.37 1,026.87
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,132.95 481.58 3,699.36 1,328.47 6,642.36
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 70.85 275.72 885.91 308.12 1,540.60
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 213.43 103.71 176.66 123.45 617.25
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 273.19 132.75 226.12 158.02 790.09
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 345.60 288.91 587.56 305.52 1,527.59
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 432.00 361.14 734.45 381.90 1,909.49
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 345.60 288.91 343.10 244.40 1,222.01
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 432.00 361.14 428.87 305.50 1,527.51
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 263 of 397
CLIENT: CSR - 2011 CONSULTANT:
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 492.67 1,157.76 5,481.63 1,783.01 8,915.07
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,407.34 782.78 5,469.92 1,915.01 9,575.04
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 37.55 66.38 620.53 181.11 905.57
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 124.08 533.21 2,794.10 862.85 4,314.24
604d STEEL POST FOR METAL GUARD RAIL EACH 140.18 533.21 2,434.20 776.90 3,884.49
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,601.32 1,160.70 12,161.81 3,980.96 19,904.78
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,601.32 801.50 11,334.14 3,684.24 18,421.20
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 328.45 393.19 8,306.18 2,256.95 11,284.77
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 100.38 589.78 10,011.77 2,675.48 13,377.41
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 328.45 844.19 17,997.19 4,792.46 23,962.29
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,103.25 921.65 33,120.79 8,786.42 43,932.11
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 220.65 223.78 15,456.55 3,975.24 19,876.22
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 387.36 0.00 2,205.00 648.09 3,240.45
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 387.36 0.00 3,307.50 923.72 4,618.58
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 106.05 29.98 239.40 93.86 469.28
PAINT FOR 4.0 M ARROWS
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 106.05 52.71 728.20 221.74 1,108.70
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.16 7.50 34.58 11.81 59.05
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.16 13.18 99.75 29.52 147.61
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.16 7.50 46.11 14.69 73.46
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.16 13.18 133.00 37.83 189.17
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 106.05 29.98 333.90 117.48 587.41
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 106.05 52.71 1,257.80 354.14 1,770.70
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 88.65 29.98 159.60 69.56 347.78
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 88.65 52.71 486.20 156.89 784.45
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 88.65 29.98 222.60 85.31 426.53
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 88.65 52.71 839.80 245.29 1,226.45
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 13.34 111.18 168.51 73.26 366.29
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 13.34 111.18 198.51 80.76 403.79
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 150.46 182.71 363.43 174.15 870.75
610d TEN KILOMETER POST EACH 1,745.50 2,642.27 3,481.51 1,967.32 9,836.60
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 187.90 66.38 1,303.56 389.46 1,947.30
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 164.74 821.01 2.00 246.94 1,234.69
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
NAROWAL
(49A)
SAMPAK INTERNATIONAL
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 10.45 262.58 1.88 68.73 343.63
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 30.02 635.47 4.22 167.43 837.14
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 120.06 2,541.89 16.89 669.71 3,348.55
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 6.42 227.95 0.00 58.59 292.97
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 157.77 360.08 125.00 160.71 803.56
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 24.17 541.85 0.00 141.50 707.52
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 16.11 422.98 0.00 109.77 548.87
106c EXCAVATE SURPLUS COMMON MATERIAL CM 5.25 205.65 0.00 52.73 263.63
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 157.77 360.08 125.00 160.71 803.56
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 27.71 492.05 0.00 129.94 649.69
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 13.81 422.98 0.00 109.20 545.99
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 153.92 400.09 125.00 169.75 848.77
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 138.53 442.22 0.00 145.19 725.94
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 79.16 316.49 0.00 98.91 494.56
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.93 234.11 18.00 65.51 327.55
EXCAVATION IN COMMON MATERIAL
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 28.66 578.46 144.73 187.96 939.81
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 21.49 637.82 8.55 166.97 834.83
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 19.10 574.85 8.00 150.49 752.44
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 11.37 119.41 152.97 70.94 354.68
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.99 43.86 5.15 12.75 63.75
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.44 30.11 2.73 8.57 42.85
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.20 23.59 2.80 6.90 34.49
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.83 26.79 2.80 7.85 39.27
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 114.95 2,324.40 9,662.96 3,025.58 15,127.89
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 114.95 2,324.40 9,840.16 3,069.88 15,349.39
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 123.39 2,427.71 9,654.13 3,051.31 15,256.54
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 123.39 2,427.71 9,850.17 3,100.32 15,501.59
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 353.26 2,060.49 61,971.09 16,096.21 80,481.05
MC-250
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 353.26 2,060.49 61,971.09 16,096.21 80,481.05
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 137.40 188.22 1,204.14 382.44 1,912.20
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 221.79 3,721.78 7,912.06 2,963.91 14,819.54
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 151.50 207.88 1,564.65 481.01 2,405.04
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.41 64.78 22.72 22.48 112.40
207b DEEP PATCHING (15-30 cm) SM 2.41 64.78 22.72 22.48 112.40
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.61 373.82 12.00 98.11 490.54
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.32 40.20 2.40 10.98 54.90
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.44 2.36 69.69 18.12 90.61
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.43 2.36 60.79 15.90 79.48
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.18 0.86 27.99 7.26 36.28
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.18 0.86 24.31 6.34 31.68
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 101.98 2,293.29 10,292.53 3,171.95 15,859.75
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 101.98 2,198.28 10,862.18 3,290.61 16,453.06
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 248.92 513.14 7,498.66 2,065.18 10,325.88
307b OPEN GRADED HOT BIT-MAC CM 248.92 513.14 7,249.34 2,002.85 10,014.24
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 43.16 1,050.92 3,603.18 1,174.31 5,871.57
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 311.13 1,746.20 61,971.09 16,007.11 80,035.53
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 761.66 2,175.42 4,568.78 1,876.47 9,382.33
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 761.66 2,175.42 4,775.38 1,928.12 9,640.58
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 761.66 2,175.42 5,075.23 2,003.08 10,015.39
401cii CONCRETE CLASS C (ON GROUND) CM 748.87 2,175.42 4,348.63 1,818.23 9,091.15
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,318.94 0.00 70,763.37 18,270.58 91,352.89
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,318.94 0.00 74,963.37 19,320.58 96,602.89
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,859.99 3,667.20 83,322.90 22,212.52 111,062.62
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,510.84 12,010.50 141,903.54 39,356.22 196,781.09
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 163.58 0.00 1,364.64 382.06 1,910.28
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 163.58 0.00 806.55 242.53 1,212.67
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 13.43 18.40 133.69 41.38 206.89
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 551.34 0.00 80,588.79 20,285.03 101,425.16
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 571.66 0.00 126,238.15 31,702.45 158,512.25
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 632.60 0.00 1,074,071.14 268,675.93 1,343,379.67
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 551.34 0.00 68,883.86 17,358.80 86,794.00
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 141.67 0.00 432.79 143.62 718.08
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.91
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.97
SIZE AND THICKNESS) - IMPORTED
406g STEEL OR METAL BEARING DEVICES KG 27.89 48.58 145.56 55.51 277.54
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 345.82 3,155.77 465.01 991.65 4,958.25
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 525.65 4,796.77 625.56 1,487.00 7,434.98
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 525.65 7,330.09 774.88 2,157.66 10,788.28
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 876.08 12,216.82 1,100.49 3,548.35 17,741.75
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 730.07 10,180.69 964.82 2,968.89 14,844.47
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,314.13 18,325.24 1,507.51 5,286.72 26,433.59
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 33,419.46 86,125.76 110,025.76 57,392.75 286,963.73
407i PILE LOAD TEST UPTO 240 TON EACH 33,419.46 86,125.76 235,430.52 88,743.94 443,719.68
407j PILE LOAD TEST UPTO 360 TON EACH 91,926.66 95,444.48 320,109.28 126,870.11 634,350.53
407k PILE LOAD TEST UPTO 550 TON EACH 135,807.06 119,305.60 510,913.60 191,506.57 957,532.83
407l PILE LOAD TEST UPTO 800 TON EACH 201,022.80 143,166.72 827,628.80 292,954.58 1,464,772.90
407m CONFIRMATORY BORING (NX SIZE) M 260.77 2,639.89 22.50 730.79 3,653.95
407n PERMANENT PILE CASING FOR PILES Ton 342.13 3,993.41 82,405.08 21,685.15 108,425.77
411a STONE MASONRY RANDOM DRY CM 500.86 165.94 1,648.60 578.85 2,894.25
411b STONE MASONRY RANDOM WITH MORTAR CM 595.87 263.54 2,724.78 896.05 4,480.23
411c STONE MASONRY DRESSED UNCOURSED DRY CM 688.37 165.94 1,995.10 712.35 3,561.76
411d STONE MASONRY DRESSED UNCOURSED WITH CM 780.88 263.54 2,988.98 1,008.35 5,041.75
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 1,033.40 419.50 2,988.98 1,110.47 5,552.34
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 331.07 554.74 909.39 448.80 2,244.00
DIA 310 mm
Page 272 of 397
CLIENT: CSR - 2011 CONSULTANT:
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 331.07 616.97 1,079.45 506.87 2,534.37
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 311.82 1,097.40 1,297.81 676.76 3,383.79
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 327.80 1,377.91 1,892.68 899.60 4,497.98
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 380.33 1,772.89 3,112.34 1,316.39 6,581.95
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 471.36 2,187.37 4,801.77 1,865.13 9,325.63
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 610.00 2,171.36 5,833.39 2,153.69 10,768.44
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 719.28 2,636.66 11,268.98 3,656.23 18,281.15
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 850.62 3,076.10 15,954.43 4,970.29 24,851.44
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 331.07 554.74 1,180.40 516.55 2,582.76
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 322.74 616.97 1,427.89 591.90 2,959.51
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 311.82 1,097.40 1,646.25 763.87 3,819.34
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 327.80 1,377.91 2,550.85 1,064.14 5,320.69
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 380.33 1,772.89 3,925.37 1,519.65 7,598.24
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 471.36 2,187.37 5,885.81 2,136.14 10,680.68
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 610.00 2,171.36 7,382.02 2,540.85 12,704.23
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 719.28 2,636.66 13,988.23 4,336.04 21,680.21
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 850.62 3,076.10 20,638.35 6,141.27 30,706.33
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 130.43 157.23 947.99 308.91 1,544.56
PIPE CULVERT
502b CONCRETE CLASS B IN BEDDING AND CM 1,115.60 845.94 3,443.05 1,351.15 6,755.75
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.81 0.00 115.34 30.79 153.94
508a BRICK PAVING (SINGLE COURSE) SM 159.23 38.19 234.38 107.95 539.75
508b BRICK PAVING (DOUBLE COURSE) SM 284.24 38.19 462.02 196.11 980.56
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,149.60 481.58 3,923.29 1,388.62 6,943.09
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 71.43 275.72 935.83 320.74 1,603.72
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 216.94 103.71 219.56 135.05 675.26
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 277.68 132.75 281.03 172.87 864.33
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 351.69 288.91 638.57 319.79 1,598.96
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 439.61 361.14 798.21 399.74 1,998.70
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 351.69 288.91 391.84 258.11 1,290.55
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 439.61 361.14 489.80 322.64 1,613.18
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 274 of 397
CLIENT: CSR - 2011 CONSULTANT:
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 504.14 1,157.76 5,624.94 1,821.71 9,108.56
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,432.05 782.78 5,614.62 1,957.36 9,786.81
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 38.17 66.38 645.75 187.57 937.86
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 126.12 533.21 2,816.81 869.04 4,345.18
604d STEEL POST FOR METAL GUARD RAIL EACH 142.77 533.21 2,456.33 783.08 3,915.39
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,629.38 1,160.70 12,450.99 4,060.27 20,301.33
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,629.38 801.50 11,621.73 3,763.15 18,815.76
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 333.43 393.19 8,370.50 2,274.28 11,371.40
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 101.88 589.78 10,096.01 2,696.92 13,484.59
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 333.43 844.19 18,162.81 4,835.11 24,175.54
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,112.72 921.65 33,399.84 8,858.55 44,292.77
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 222.54 223.78 15,556.52 4,000.71 20,003.56
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 397.92 0.00 2,216.03 653.49 3,267.44
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 397.92 0.00 3,324.04 930.49 4,652.45
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 108.92 29.98 243.81 95.68 478.39
PAINT FOR 4.0 M ARROWS
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 108.92 52.71 741.44 225.77 1,128.84
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.23 7.50 34.58 11.83 59.14
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.23 13.18 99.75 29.54 147.70
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.23 7.50 46.11 14.71 73.55
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.23 13.18 133.00 37.85 189.27
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 108.92 29.98 333.90 118.20 591.00
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 108.92 52.71 1,257.80 354.86 1,774.29
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 90.92 29.98 162.54 70.86 354.30
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 90.92 52.71 495.04 159.67 798.34
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 90.92 29.98 222.60 85.88 429.38
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 90.92 52.71 839.80 245.86 1,229.29
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 13.59 111.18 172.64 74.35 371.77
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 13.59 111.18 202.64 81.85 409.27
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 151.54 182.71 385.88 180.03 900.17
610d TEN KILOMETER POST EACH 1,770.95 2,642.27 3,609.17 2,005.60 10,027.99
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 190.35 66.38 1,396.33 413.26 2,066.32
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 167.42 821.01 2.00 247.61 1,238.04
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
OKARA
(50)
SAMPAK INTERNATIONAL
Dcode 50 OKARA
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 8.79 262.58 1.88 68.31 341.56
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 25.28 635.47 4.22 166.24 831.22
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 101.14 2,541.89 16.89 664.98 3,324.89
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.36 227.95 0.00 58.33 291.63
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 132.09 360.08 125.00 154.29 771.47
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 20.26 541.85 0.00 140.53 702.64
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 13.50 422.98 0.00 109.12 545.60
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.38 205.65 0.00 52.51 262.54
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 132.09 360.08 125.00 154.29 771.47
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 23.19 492.05 0.00 128.81 644.05
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 11.58 422.98 0.00 108.64 543.20
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 128.85 400.09 125.00 163.48 817.42
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 115.96 442.22 0.00 139.54 697.72
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 66.26 316.49 0.00 95.69 478.44
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 8.31 234.11 18.00 65.10 325.52
EXCAVATION IN COMMON MATERIAL
Dcode 50 OKARA
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 24.03 578.46 144.73 186.81 934.03
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 18.02 637.82 8.55 166.10 830.50
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 16.02 574.85 8.00 149.72 748.58
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 9.53 119.41 152.97 70.48 352.39
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.67 43.86 5.15 12.67 63.35
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.21 30.11 2.73 8.51 42.56
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.01 23.59 2.80 6.85 34.25
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.53 26.79 2.80 7.78 38.90
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 96.71 2,324.40 9,503.83 2,981.24 14,906.18
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 96.71 2,324.40 9,719.78 3,035.22 15,176.12
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 103.79 2,427.71 9,495.00 3,006.62 15,033.12
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 103.79 2,427.71 9,729.88 3,065.34 15,326.72
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 295.77 2,060.49 62,217.53 16,143.45 80,717.24
MC-250
Dcode 50 OKARA
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 295.77 2,060.49 62,217.53 16,143.45 80,717.24
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 116.00 188.22 1,162.71 366.73 1,833.67
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 186.33 3,721.78 7,806.89 2,928.75 14,643.74
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 127.95 207.88 1,502.59 459.61 2,298.03
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.02 64.78 23.81 22.65 113.26
207b DEEP PATCHING (15-30 cm) SM 2.02 64.78 23.81 22.65 113.26
209a BREAKING OF EXISTING ROAD PAVEMENT CM 5.52 373.82 12.00 97.84 489.18
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.10 40.20 2.40 10.93 54.63
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.37 2.36 69.93 18.17 90.83
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.36 2.36 61.04 15.94 79.70
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.15 0.86 28.08 7.27 36.37
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.15 0.86 24.40 6.35 31.77
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 85.74 2,293.29 10,155.35 3,133.59 15,667.97
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 85.74 2,198.28 10,753.49 3,259.38 16,296.89
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 209.52 513.14 7,377.70 2,025.09 10,125.43
307b OPEN GRADED HOT BIT-MAC CM 209.52 513.14 7,143.28 1,966.48 9,832.41
Dcode 50 OKARA
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 36.30 1,050.92 3,603.18 1,172.60 5,863.00
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 260.66 1,746.20 62,217.53 16,056.10 80,280.50
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 637.90 2,175.42 4,613.14 1,856.62 9,283.08
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 637.90 2,175.42 4,825.77 1,909.77 9,548.87
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 637.90 2,175.42 5,084.17 1,974.37 9,871.87
401cii CONCRETE CLASS C (ON GROUND) CM 628.11 2,175.42 4,324.54 1,782.02 8,910.09
Dcode 50 OKARA
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,940.79 0.00 70,836.06 18,194.21 90,971.07
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,940.79 0.00 75,036.06 19,244.21 96,221.07
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,556.66 3,667.20 82,913.40 22,034.32 110,171.58
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,925.66 12,010.50 141,018.02 38,988.54 194,942.72
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 137.24 0.00 1,361.91 374.79 1,873.94
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 137.24 0.00 800.83 234.52 1,172.59
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 11.25 18.40 133.69 40.84 204.18
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 461.52 0.00 80,568.71 20,257.56 101,287.79
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 478.71 0.00 126,187.96 31,666.67 158,333.34
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 530.28 0.00 1,073,980.80 268,627.77 1,343,138.85
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 461.52 0.00 68,872.82 17,333.59 86,667.93
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 118.90 0.00 430.64 137.38 686.92
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Dcode 50 OKARA
406g STEEL OR METAL BEARING DEVICES KG 23.41 48.58 145.56 54.39 271.93
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 288.29 3,155.77 465.01 977.27 4,886.34
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 438.20 4,796.77 625.56 1,465.13 7,325.67
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 438.20 7,330.09 774.88 2,135.79 10,678.97
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 730.34 12,216.82 1,100.49 3,511.91 17,559.57
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 608.61 10,180.69 964.82 2,938.53 14,692.65
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,095.51 18,325.24 1,507.51 5,232.06 26,160.32
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 28,224.96 86,125.76 113,068.80 56,854.88 284,274.40
407i PILE LOAD TEST UPTO 240 TON EACH 28,224.96 86,125.76 241,516.60 88,966.83 444,834.15
407j PILE LOAD TEST UPTO 360 TON EACH 77,732.16 95,444.48 329,238.40 125,603.76 628,018.80
407k PILE LOAD TEST UPTO 550 TON EACH 114,862.56 119,305.60 525,783.00 189,987.79 949,938.95
407l PILE LOAD TEST UPTO 800 TON EACH 170,022.72 143,166.72 851,489.00 291,169.61 1,455,848.05
407m CONFIRMATORY BORING (NX SIZE) M 218.87 2,639.89 22.50 720.32 3,601.58
407n PERMANENT PILE CASING FOR PILES Ton 287.19 3,993.41 81,995.58 21,569.04 107,845.22
411a STONE MASONRY RANDOM DRY CM 420.30 165.94 1,615.29 550.38 2,751.92
411b STONE MASONRY RANDOM WITH MORTAR CM 500.31 263.54 2,835.14 899.75 4,498.74
411c STONE MASONRY DRESSED UNCOURSED DRY CM 577.82 165.94 1,959.12 675.72 3,378.60
411d STONE MASONRY DRESSED UNCOURSED WITH CM 655.32 263.54 3,057.61 994.12 4,970.59
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 867.84 419.50 3,057.61 1,086.24 5,431.18
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 279.13 554.74 918.85 438.18 2,190.89
DIA 310 mm
Page 283 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 50 OKARA
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 279.13 616.97 1,093.26 497.34 2,486.70
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 262.56 1,097.40 1,316.91 669.22 3,346.09
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 276.20 1,377.91 1,921.49 893.90 4,469.49
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 320.35 1,772.89 3,163.63 1,314.22 6,571.09
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 396.78 2,187.37 4,877.35 1,865.38 9,326.88
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 513.48 2,171.36 5,908.77 2,148.41 10,742.03
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 605.66 2,636.66 11,349.25 3,647.89 18,239.46
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 715.98 3,076.10 16,234.29 5,006.59 25,032.96
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 279.13 554.74 1,189.86 505.93 2,529.66
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 272.18 616.97 1,441.70 582.71 2,913.57
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 262.56 1,097.40 1,665.35 756.33 3,781.64
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 276.20 1,377.91 2,579.66 1,058.44 5,292.21
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 320.35 1,772.89 3,976.66 1,517.48 7,587.38
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 396.78 2,187.37 5,961.39 2,136.39 10,681.93
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 513.48 2,171.36 7,457.40 2,535.56 12,677.82
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 605.66 2,636.66 14,068.51 4,327.71 21,638.53
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 715.98 3,076.10 20,918.21 6,177.57 30,887.85
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 109.87 157.23 1,008.45 318.89 1,594.45
PIPE CULVERT
Dcode 50 OKARA
502b CONCRETE CLASS B IN BEDDING AND CM 935.46 845.94 3,522.30 1,325.93 6,629.63
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 6.55 0.00 115.34 30.47 152.35
508a BRICK PAVING (SINGLE COURSE) SM 133.78 38.19 275.66 111.91 559.53
508b BRICK PAVING (DOUBLE COURSE) SM 238.79 38.19 544.23 205.30 1,026.51
509g REINFORCED CONCRETE SLOPE PROTECTION CM 966.35 481.58 4,002.25 1,362.54 6,812.72
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 60.22 275.72 995.19 332.78 1,663.91
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 182.22 103.71 214.14 125.02 625.09
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 233.24 132.75 274.10 160.02 800.11
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 295.24 288.91 657.29 310.36 1,551.81
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 369.05 361.14 821.61 387.95 1,939.76
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 295.24 288.91 408.03 248.05 1,240.23
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 369.05 361.14 510.04 310.06 1,550.29
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 285 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 50 OKARA
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 422.17 1,157.76 5,651.65 1,807.89 9,039.47
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,202.24 782.78 5,639.95 1,906.24 9,531.20
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 32.06 66.38 623.59 180.50 902.52
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 105.94 533.21 2,813.25 863.10 4,315.50
604d STEEL POST FOR METAL GUARD RAIL EACH 119.81 533.21 2,446.80 774.96 3,874.78
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,214.10 1,160.70 12,477.02 3,962.95 19,814.76
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,214.10 801.50 11,646.89 3,665.62 18,328.11
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 280.22 393.19 8,316.75 2,247.54 11,237.69
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 85.63 589.78 10,027.62 2,675.76 13,378.79
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 280.22 844.19 18,102.48 4,806.72 24,033.61
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 937.90 921.65 33,278.72 8,784.57 43,922.84
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 187.58 223.78 15,488.13 3,974.87 19,874.37
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 332.64 0.00 2,205.00 634.41 3,172.05
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 332.64 0.00 3,307.50 910.04 4,550.18
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 91.06 29.98 239.40 90.11 450.55
PAINT FOR 4.0 M ARROWS
Dcode 50 OKARA
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 91.06 52.71 728.20 217.99 1,089.96
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.40 7.50 34.58 11.62 58.10
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.40 13.18 99.75 29.33 146.66
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.40 7.50 46.11 14.50 72.51
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.40 13.18 133.00 37.64 188.22
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 91.06 29.98 333.90 113.73 568.67
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 91.06 52.71 1,257.80 350.39 1,751.96
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 76.06 29.98 159.60 66.41 332.05
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 76.06 52.71 486.20 153.74 768.71
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 76.06 29.98 222.60 82.16 410.80
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 76.06 52.71 839.80 242.14 1,210.71
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 11.41 111.18 168.77 72.84 364.20
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 11.41 111.18 198.77 80.34 401.70
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 127.82 182.71 389.32 174.96 874.81
610d TEN KILOMETER POST EACH 1,488.73 2,642.27 3,629.82 1,940.20 9,701.02
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 160.13 66.38 1,342.66 392.29 1,961.46
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 140.63 821.01 2.00 240.91 1,204.56
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
PAKPATTAN
(53A)
SAMPAK INTERNATIONAL
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 8.79 262.58 1.88 68.31 341.56
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 25.28 635.47 4.22 166.24 831.22
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 101.14 2,541.89 16.89 664.98 3,324.89
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.36 227.95 0.00 58.33 291.63
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 132.09 360.08 125.00 154.29 771.47
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 20.26 541.85 0.00 140.53 702.64
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 13.50 422.98 0.00 109.12 545.60
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.38 205.65 0.00 52.51 262.54
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 132.09 360.08 125.00 154.29 771.47
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 23.19 492.05 0.00 128.81 644.05
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 11.58 422.98 0.00 108.64 543.20
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 128.85 400.09 125.00 163.48 817.42
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 115.96 442.22 0.00 139.54 697.72
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 66.26 316.49 0.00 95.69 478.44
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 8.31 234.11 18.00 65.10 325.52
EXCAVATION IN COMMON MATERIAL
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 24.03 578.46 144.73 186.81 934.03
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 18.02 637.82 8.55 166.10 830.50
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 16.02 574.85 8.00 149.72 748.58
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 9.53 119.41 152.97 70.48 352.39
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.67 43.86 5.15 12.67 63.35
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.21 30.11 2.73 8.51 42.56
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.01 23.59 2.80 6.85 34.25
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.53 26.79 2.80 7.78 38.90
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 96.71 2,324.40 9,669.40 3,022.63 15,113.14
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 96.71 2,324.40 9,883.11 3,076.06 15,380.28
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 103.79 2,427.71 9,660.53 3,048.01 15,240.04
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 103.79 2,427.71 9,893.23 3,106.18 15,530.91
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 295.77 2,060.49 62,416.85 16,193.28 80,966.39
MC-250
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 295.77 2,060.49 62,416.85 16,193.28 80,966.39
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 116.00 188.22 1,282.89 396.78 1,983.89
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 186.33 3,721.78 7,947.28 2,963.85 14,819.24
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 127.95 207.88 1,654.79 497.66 2,488.28
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.02 64.78 14.95 20.44 102.19
207b DEEP PATCHING (15-30 cm) SM 2.02 64.78 14.95 20.44 102.19
209a BREAKING OF EXISTING ROAD PAVEMENT CM 5.52 373.82 12.00 97.84 489.18
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.10 40.20 2.40 10.93 54.63
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.37 2.36 70.13 18.22 91.08
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.36 2.36 61.24 15.99 79.95
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.15 0.86 28.16 7.29 36.47
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.15 0.86 24.48 6.37 31.87
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 85.74 2,293.29 10,326.59 3,176.41 15,882.03
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 85.74 2,198.28 10,922.41 3,301.61 16,508.04
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 209.52 513.14 7,514.22 2,059.22 10,296.09
307b OPEN GRADED HOT BIT-MAC CM 209.52 513.14 7,276.71 1,999.84 9,999.20
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 36.30 1,050.92 3,603.18 1,172.60 5,863.00
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 260.66 1,746.20 62,416.85 16,105.93 80,529.65
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 637.90 2,175.42 4,841.16 1,913.62 9,568.10
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 637.90 2,175.42 5,052.67 1,966.50 9,832.49
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 637.90 2,175.42 5,315.02 2,032.09 10,160.44
401cii CONCRETE CLASS C (ON GROUND) CM 628.11 2,175.42 4,520.92 1,831.11 9,155.57
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,940.79 0.00 71,176.94 18,279.43 91,397.16
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,940.79 0.00 75,376.94 19,329.43 96,647.16
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,556.66 3,667.20 83,322.90 22,136.69 110,683.46
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,925.66 12,010.50 141,682.38 39,154.63 195,773.17
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 137.24 0.00 1,364.53 375.44 1,877.21
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 137.24 0.00 812.34 237.40 1,186.98
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 11.25 18.40 133.69 40.84 204.18
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 461.52 0.00 80,588.79 20,262.58 101,312.88
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 478.71 0.00 126,238.15 31,679.21 158,396.07
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 530.28 0.00 1,074,071.14 268,650.35 1,343,251.77
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 461.52 0.00 68,883.86 17,336.35 86,681.73
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 118.90 0.00 435.89 138.70 693.48
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
406g STEEL OR METAL BEARING DEVICES KG 23.41 48.58 145.56 54.39 271.93
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 288.29 3,155.77 465.01 977.27 4,886.34
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 438.20 4,796.77 625.56 1,465.13 7,325.67
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 438.20 7,330.09 774.88 2,135.79 10,678.97
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 730.34 12,216.82 1,100.49 3,511.91 17,559.57
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 608.61 10,180.69 964.82 2,938.53 14,692.65
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,095.51 18,325.24 1,507.51 5,232.06 26,160.32
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 28,224.96 86,125.76 88,203.52 50,638.56 253,192.80
407i PILE LOAD TEST UPTO 240 TON EACH 28,224.96 86,125.76 191,786.04 76,534.19 382,670.95
407j PILE LOAD TEST UPTO 360 TON EACH 77,732.16 95,444.48 254,642.56 106,954.80 534,774.00
407k PILE LOAD TEST UPTO 550 TON EACH 114,862.56 119,305.60 404,282.20 159,612.59 798,062.95
407l PILE LOAD TEST UPTO 800 TON EACH 170,022.72 143,166.72 656,522.60 242,428.01 1,212,140.05
407m CONFIRMATORY BORING (NX SIZE) M 218.87 2,639.89 22.50 720.32 3,601.58
407n PERMANENT PILE CASING FOR PILES Ton 287.19 3,993.41 82,405.08 21,671.42 108,357.10
411a STONE MASONRY RANDOM DRY CM 420.30 165.94 1,761.50 586.94 2,934.68
411b STONE MASONRY RANDOM WITH MORTAR CM 500.31 263.54 3,086.67 962.63 4,813.16
411c STONE MASONRY DRESSED UNCOURSED DRY CM 577.82 165.94 2,117.03 715.20 3,575.98
411d STONE MASONRY DRESSED UNCOURSED WITH CM 655.32 263.54 3,297.66 1,054.13 5,270.65
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 867.84 419.50 3,297.66 1,146.25 5,731.25
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 279.13 554.74 1,285.85 529.93 2,649.65
DIA 310 mm
Page 294 of 397
CLIENT: CSR - 2011 CONSULTANT:
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 279.13 616.97 1,649.41 636.38 3,181.89
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 262.56 1,097.40 2,043.52 850.87 4,254.36
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 276.20 1,377.91 3,114.61 1,192.18 5,960.89
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 320.35 1,772.89 4,498.39 1,647.91 8,239.54
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 396.78 2,187.37 6,322.06 2,226.55 11,132.77
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 513.48 2,171.36 8,269.21 2,738.52 13,692.58
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 605.66 2,636.66 10,701.99 3,486.08 17,430.38
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 715.98 3,076.10 18,528.01 5,580.02 27,900.11
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 279.13 554.74 1,364.91 549.69 2,748.47
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 272.18 616.97 1,815.79 676.24 3,381.18
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 262.56 1,097.40 2,521.42 970.35 4,851.74
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 276.20 1,377.91 4,319.39 1,493.37 7,466.87
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 320.35 1,772.89 5,873.09 1,991.58 9,957.91
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 396.78 2,187.37 8,645.48 2,807.41 14,037.04
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 513.48 2,171.36 11,138.97 3,455.96 17,279.78
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 605.66 2,636.66 14,125.43 4,341.94 21,709.69
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 715.98 3,076.10 26,240.49 7,508.14 37,540.71
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 109.87 157.23 871.90 284.75 1,423.76
PIPE CULVERT
502b CONCRETE CLASS B IN BEDDING AND CM 935.46 845.94 3,746.25 1,381.91 6,909.56
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 6.55 0.00 115.34 30.47 152.35
508a BRICK PAVING (SINGLE COURSE) SM 133.78 38.19 272.83 111.20 555.99
508b BRICK PAVING (DOUBLE COURSE) SM 238.79 38.19 541.40 204.59 1,022.97
509g REINFORCED CONCRETE SLOPE PROTECTION CM 966.35 481.58 4,228.08 1,419.00 7,095.01
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 60.22 275.72 835.06 292.75 1,463.75
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 182.22 103.71 237.90 130.96 654.79
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 233.24 132.75 304.51 167.63 838.13
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 295.24 288.91 681.84 316.50 1,582.50
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 369.05 361.14 852.31 395.62 1,978.12
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 295.24 288.91 445.44 257.40 1,287.00
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 369.05 361.14 556.80 321.75 1,608.75
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 296 of 397
CLIENT: CSR - 2011 CONSULTANT:
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 422.17 1,157.76 5,787.52 1,841.86 9,209.31
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,202.24 782.78 5,775.58 1,940.15 9,700.75
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 32.06 66.38 643.94 185.59 927.96
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 105.94 533.21 2,813.25 863.10 4,315.50
604d STEEL POST FOR METAL GUARD RAIL EACH 119.81 533.21 2,446.80 774.96 3,874.78
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,214.10 1,160.70 12,742.35 4,029.29 20,146.43
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,214.10 801.50 11,908.17 3,730.94 18,654.71
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 280.22 393.19 8,374.77 2,262.04 11,310.22
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 85.63 589.78 10,102.42 2,694.46 13,472.29
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 280.22 844.19 18,267.82 4,848.06 24,240.29
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 937.90 921.65 33,557.36 8,854.23 44,271.14
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 187.58 223.78 15,588.03 3,999.85 19,999.24
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 332.64 0.00 2,216.03 637.17 3,185.84
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 332.64 0.00 3,324.04 914.17 4,570.85
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 91.06 29.98 241.29 90.58 452.91
PAINT FOR 4.0 M ARROWS
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 91.06 52.71 728.20 217.99 1,089.96
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.40 7.50 34.58 11.62 58.10
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.40 13.18 99.75 29.33 146.66
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.40 7.50 46.11 14.50 72.51
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.40 13.18 133.00 37.64 188.22
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 91.06 29.98 333.90 113.73 568.67
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 91.06 52.71 1,257.80 350.39 1,751.96
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 76.06 29.98 160.86 66.72 333.62
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 76.06 52.71 486.20 153.74 768.71
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 76.06 29.98 222.60 82.16 410.80
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 76.06 52.71 839.80 242.14 1,210.71
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 11.41 111.18 171.96 73.64 368.18
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 11.41 111.18 201.96 81.14 405.68
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 127.82 182.71 408.90 179.86 899.29
610d TEN KILOMETER POST EACH 1,488.73 2,642.27 3,744.13 1,968.78 9,843.91
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 160.13 66.38 1,415.89 410.60 2,052.99
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 140.63 821.01 2.00 240.91 1,204.56
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
SAMPAK INTERNATIONAL
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 7.96 262.58 1.88 68.10 340.52
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 22.92 635.47 4.22 165.65 828.26
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 91.66 2,541.89 16.89 662.61 3,313.05
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 4.82 227.95 0.00 58.19 290.97
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 119.25 360.08 125.00 151.08 755.42
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 18.31 541.85 0.00 140.04 700.20
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 12.19 422.98 0.00 108.79 543.97
106c EXCAVATE SURPLUS COMMON MATERIAL CM 3.95 205.65 0.00 52.40 261.99
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 119.25 360.08 125.00 151.08 755.42
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 20.93 492.05 0.00 128.25 641.23
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 10.46 422.98 0.00 108.36 541.81
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 116.30 400.09 125.00 160.35 801.75
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 104.67 442.22 0.00 136.72 683.61
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 59.81 316.49 0.00 94.07 470.37
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 7.50 234.11 18.00 64.90 324.51
EXCAVATION IN COMMON MATERIAL
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 21.72 578.46 144.73 186.23 931.14
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 16.29 637.82 8.55 165.67 828.33
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 14.48 574.85 8.00 149.33 746.66
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 8.61 119.41 152.97 70.25 351.24
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.51 43.86 5.15 12.63 63.15
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.09 30.11 2.73 8.48 42.41
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.91 23.59 2.80 6.83 34.13
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.39 26.79 2.80 7.74 38.72
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 87.59 2,324.40 9,809.77 3,055.44 15,277.20
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 87.59 2,324.40 10,011.91 3,105.97 15,529.87
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 93.98 2,427.71 9,800.89 3,080.64 15,403.22
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 93.98 2,427.71 10,022.04 3,135.93 15,679.66
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 267.00 2,060.49 62,514.47 16,210.49 81,052.46
MC-250
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 267.00 2,060.49 62,514.47 16,210.49 81,052.46
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 105.29 188.22 1,331.38 406.22 2,031.11
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 168.58 3,721.78 8,069.07 2,989.86 14,949.28
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 116.16 207.88 1,542.34 466.60 2,332.98
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 1.83 64.78 28.30 23.73 118.63
207b DEEP PATCHING (15-30 cm) SM 1.83 64.78 28.30 23.73 118.63
209a BREAKING OF EXISTING ROAD PAVEMENT CM 4.98 373.82 12.00 97.70 488.49
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.00 40.20 2.40 10.90 54.49
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.33 2.36 70.23 18.23 91.16
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.32 2.36 61.34 16.01 80.03
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.13 0.86 28.20 7.30 36.50
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.13 0.86 24.52 6.38 31.90
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 77.61 2,293.29 10,453.20 3,206.02 16,030.12
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 77.61 2,198.28 11,032.41 3,327.08 16,635.38
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 189.80 513.14 7,614.93 2,079.47 10,397.33
307b OPEN GRADED HOT BIT-MAC CM 189.80 513.14 7,375.87 2,019.70 10,098.51
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 32.87 1,050.92 3,603.18 1,171.74 5,858.71
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 235.41 1,746.20 62,514.47 16,124.02 80,620.11
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 575.99 2,175.42 4,696.48 1,861.97 9,309.87
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 575.99 2,175.42 4,909.28 1,915.18 9,575.88
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 575.99 2,175.42 5,207.09 1,989.63 9,948.14
401cii CONCRETE CLASS C (ON GROUND) CM 567.69 2,175.42 4,480.39 1,805.88 9,029.38
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,751.62 0.00 71,926.62 18,419.56 92,097.80
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,751.62 0.00 76,126.62 19,469.56 97,347.80
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,404.94 3,667.20 83,322.90 22,098.76 110,493.81
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,633.12 12,010.50 141,911.54 39,138.79 195,693.95
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 124.07 0.00 1,365.23 372.33 1,861.63
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 124.07 0.00 807.14 232.80 1,164.01
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 10.16 18.40 133.69 40.56 202.82
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 416.60 0.00 80,588.79 20,251.35 101,256.73
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 432.23 0.00 126,238.15 31,667.59 158,337.97
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 479.10 0.00 1,074,071.14 268,637.56 1,343,187.80
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 416.60 0.00 68,883.86 17,325.12 86,625.58
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 107.50 0.00 439.95 136.86 684.31
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
406g STEEL OR METAL BEARING DEVICES KG 21.16 48.58 145.56 53.83 269.13
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 259.53 3,155.77 467.37 970.67 4,853.34
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 394.48 4,796.77 629.16 1,455.10 7,275.52
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 394.48 7,330.09 778.88 2,125.86 10,629.32
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 657.47 12,216.82 1,107.16 3,495.36 17,476.81
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 547.89 10,180.69 970.38 2,924.74 14,623.69
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 986.20 18,325.24 1,517.51 5,207.24 26,036.18
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 25,624.26 86,125.76 125,686.24 59,359.07 296,795.33
407i PILE LOAD TEST UPTO 240 TON EACH 25,624.26 86,125.76 266,751.48 94,625.38 473,126.88
407j PILE LOAD TEST UPTO 360 TON EACH 70,624.26 95,444.48 367,090.72 133,289.87 666,449.33
407k PILE LOAD TEST UPTO 550 TON EACH 104,374.26 119,305.60 587,436.40 202,779.07 1,013,895.33
407l PILE LOAD TEST UPTO 800 TON EACH 154,498.92 143,166.72 950,421.20 312,021.71 1,560,108.55
407m CONFIRMATORY BORING (NX SIZE) M 197.91 2,639.89 22.50 715.08 3,575.38
407n PERMANENT PILE CASING FOR PILES Ton 259.70 3,993.41 82,405.08 21,664.55 108,322.74
411a STONE MASONRY RANDOM DRY CM 380.00 165.94 1,599.92 536.46 2,682.31
411b STONE MASONRY RANDOM WITH MORTAR CM 452.50 263.54 2,748.55 866.15 4,330.73
411c STONE MASONRY DRESSED UNCOURSED DRY CM 522.50 165.94 1,966.35 663.70 3,318.48
411d STONE MASONRY DRESSED UNCOURSED WITH CM 592.50 263.54 3,014.57 967.65 4,838.26
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 785.00 419.50 3,014.57 1,054.77 5,273.83
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 253.12 554.74 995.68 450.89 2,254.43
DIA 310 mm
Page 305 of 397
CLIENT: CSR - 2011 CONSULTANT:
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 253.12 616.97 1,222.22 523.08 2,615.39
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 237.91 1,097.40 1,511.06 711.59 3,557.96
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 250.37 1,377.91 2,246.51 968.70 4,843.49
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 290.33 1,772.89 3,816.72 1,469.99 7,349.93
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 359.46 2,187.37 5,857.50 2,101.08 10,505.41
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 465.18 2,171.36 6,889.10 2,381.41 11,907.06
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 548.79 2,636.66 12,370.84 3,889.07 19,445.36
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 648.59 3,076.10 20,219.53 5,986.05 29,930.27
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 253.12 554.74 1,266.69 518.64 2,593.19
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 246.87 616.97 1,570.66 608.63 3,043.13
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 237.91 1,097.40 1,859.50 798.70 3,993.51
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 250.37 1,377.91 2,904.68 1,133.24 5,666.20
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 290.33 1,772.89 4,629.75 1,673.24 8,366.21
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 359.46 2,187.37 6,941.54 2,372.09 11,860.46
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 465.18 2,171.36 8,437.73 2,768.57 13,842.84
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 548.79 2,636.66 15,090.10 4,568.89 22,844.43
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 648.59 3,076.10 24,903.44 7,157.03 35,785.16
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 99.58 157.23 1,200.79 364.40 1,822.01
PIPE CULVERT
502b CONCRETE CLASS B IN BEDDING AND CM 845.33 845.94 3,614.44 1,326.43 6,632.14
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 5.91 0.00 116.37 30.57 152.85
508a BRICK PAVING (SINGLE COURSE) SM 121.04 38.19 294.12 113.34 566.69
508b BRICK PAVING (DOUBLE COURSE) SM 216.04 38.19 579.73 208.49 1,042.46
509g REINFORCED CONCRETE SLOPE PROTECTION CM 874.64 481.58 4,073.98 1,357.55 6,787.74
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 54.61 275.72 1,188.25 379.64 1,898.22
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 164.84 103.71 211.64 120.05 600.25
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 211.00 132.75 270.90 153.66 768.31
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 267.00 288.91 652.88 302.20 1,510.99
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 333.75 361.14 816.11 377.75 1,888.74
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 267.00 288.91 395.69 237.90 1,189.51
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 333.75 361.14 494.62 297.38 1,486.88
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 307 of 397
CLIENT: CSR - 2011 CONSULTANT:
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 381.16 1,157.76 5,742.46 1,820.35 9,101.73
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,087.25 782.78 5,731.20 1,900.31 9,501.53
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 29.00 66.38 617.45 178.21 891.03
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 95.83 533.21 2,821.64 862.67 4,313.36
604d STEEL POST FOR METAL GUARD RAIL EACH 108.32 533.21 2,446.50 772.01 3,860.04
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,006.23 1,160.70 12,706.15 3,968.27 19,841.34
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,006.23 801.50 11,863.04 3,667.69 18,338.47
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 253.60 393.19 8,381.73 2,257.13 11,285.64
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 77.50 589.78 10,112.85 2,695.03 13,475.17
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 253.60 844.19 18,217.88 4,828.92 24,144.58
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 850.40 921.65 33,482.45 8,813.62 44,068.12
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 170.08 223.78 15,573.05 3,991.73 19,958.63
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 299.98 0.00 2,216.03 629.00 3,145.01
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 299.98 0.00 3,324.04 906.01 4,530.03
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 82.12 29.98 244.44 89.14 445.68
PAINT FOR 4.0 M ARROWS
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 82.12 52.71 748.06 220.72 1,103.62
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 3.98 7.50 34.58 11.52 57.58
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 3.98 13.18 99.75 29.23 146.14
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 3.98 7.50 46.11 14.40 71.99
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 3.98 13.18 133.00 37.54 187.70
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 82.12 29.98 333.90 111.50 557.51
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 82.12 52.71 1,257.80 348.16 1,740.79
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 68.62 29.98 162.96 65.39 326.96
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 68.62 52.71 499.46 155.20 775.99
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 68.62 29.98 222.60 80.30 401.51
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 68.62 52.71 839.80 240.28 1,201.42
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 10.31 111.18 172.73 73.56 367.78
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 10.31 111.18 202.73 81.06 405.28
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 115.94 182.71 398.50 174.29 871.43
610d TEN KILOMETER POST EACH 1,347.48 2,642.27 3,703.99 1,923.44 9,617.18
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 145.00 66.38 1,352.69 391.02 1,955.08
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 127.22 821.01 2.00 237.56 1,187.79
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
RAJAN PUR
(56)
SAMPAK INTERNATIONAL
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 7.46 262.58 1.88 67.98 339.89
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 21.29 635.47 4.22 165.25 826.23
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 85.17 2,541.89 16.89 660.99 3,304.94
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 4.80 227.95 0.00 58.19 290.93
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 115.51 360.08 125.00 150.15 750.74
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 17.56 541.85 0.00 139.85 699.27
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 11.76 422.98 0.00 108.69 543.43
106c EXCAVATE SURPLUS COMMON MATERIAL CM 3.92 205.65 0.00 52.39 261.96
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 115.51 360.08 125.00 150.15 750.74
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 20.31 492.05 0.00 128.09 640.45
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 10.04 422.98 0.00 108.25 541.27
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 112.84 400.09 125.00 159.48 797.41
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 101.55 442.22 0.00 135.94 679.71
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 58.03 316.49 0.00 93.63 468.15
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 7.28 234.11 18.00 64.85 324.23
EXCAVATION IN COMMON MATERIAL
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 20.80 578.46 144.73 186.00 930.00
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 15.60 637.82 8.55 165.49 827.47
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 13.87 574.85 8.00 149.18 745.89
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 8.28 119.41 152.97 70.16 350.82
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.46 43.86 5.15 12.62 63.08
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.06 30.11 2.73 8.47 42.37
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.87 23.59 2.80 6.82 34.08
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.33 26.79 2.80 7.73 38.65
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 82.08 2,324.40 9,836.88 3,060.84 15,304.20
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 82.08 2,324.40 10,027.40 3,108.47 15,542.35
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 88.22 2,427.71 9,828.03 3,085.99 15,429.95
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 88.22 2,427.71 10,037.41 3,138.34 15,691.68
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 258.68 2,060.49 62,075.80 16,098.75 80,493.73
MC-250
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 258.68 2,060.49 62,075.80 16,098.75 80,493.73
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 96.28 188.22 1,352.18 409.17 2,045.84
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 159.59 3,721.78 8,072.95 2,988.58 14,942.90
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 105.98 207.88 1,317.61 407.87 2,039.34
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 1.76 64.78 26.64 23.29 116.47
207b DEEP PATCHING (15-30 cm) SM 1.76 64.78 26.64 23.29 116.47
209a BREAKING OF EXISTING ROAD PAVEMENT CM 4.91 373.82 12.00 97.68 488.41
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 0.98 40.20 2.40 10.90 54.48
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.32 2.36 69.79 18.12 90.59
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.31 2.36 60.90 15.89 79.47
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.13 0.86 28.03 7.25 36.27
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.13 0.86 24.35 6.33 31.67
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 73.10 2,293.29 10,474.88 3,210.32 16,051.59
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 73.10 2,198.28 11,040.57 3,327.99 16,639.93
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 177.32 513.14 7,640.27 2,082.68 10,413.40
307b OPEN GRADED HOT BIT-MAC CM 177.32 513.14 7,385.57 2,019.00 10,095.02
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 30.87 1,050.92 3,603.18 1,171.24 5,856.21
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 227.09 1,746.20 62,075.80 16,012.27 80,061.37
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 556.93 2,175.42 4,677.26 1,852.40 9,262.02
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 556.93 2,175.42 4,878.10 1,902.61 9,513.06
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 556.93 2,175.42 5,192.71 1,981.26 9,906.32
401cii CONCRETE CLASS C (ON GROUND) CM 543.43 2,175.42 4,474.03 1,798.22 8,991.09
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,701.70 0.00 71,890.38 18,398.02 91,990.09
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,701.70 0.00 76,090.38 19,448.02 97,240.09
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,365.01 3,667.20 83,734.45 22,191.66 110,958.32
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,633.12 12,010.50 142,531.76 39,293.84 196,469.22
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 118.52 0.00 1,381.41 374.98 1,874.91
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 118.52 0.00 811.22 232.44 1,162.18
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 9.79 18.40 133.69 40.47 202.34
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 404.12 0.00 80,969.66 20,343.44 101,717.22
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 418.19 0.00 126,816.02 31,808.55 159,042.75
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 460.38 0.00 1,079,324.44 269,946.20 1,349,731.02
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 404.12 0.00 69,215.53 17,404.91 87,024.57
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 102.51 0.00 440.09 135.65 678.24
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.52 0.38 1.92
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.18 0.80 4.00
SIZE AND THICKNESS) - IMPORTED
406g STEEL OR METAL BEARING DEVICES KG 20.17 48.58 145.56 53.58 267.88
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 258.87 3,155.77 469.74 971.10 4,855.48
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 393.48 4,796.77 632.76 1,455.75 7,278.77
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 393.48 7,330.09 782.88 2,126.61 10,633.07
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 655.80 12,216.82 1,113.83 3,496.61 17,483.07
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 546.50 10,180.69 975.93 2,925.78 14,628.90
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 983.70 18,325.24 1,527.51 5,209.11 26,045.56
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 23,377.86 86,125.76 121,024.00 57,631.91 288,159.53
407i PILE LOAD TEST UPTO 240 TON EACH 23,377.86 86,125.76 257,427.00 91,732.66 458,663.28
407j PILE LOAD TEST UPTO 360 TON EACH 63,885.06 95,444.48 353,104.00 128,108.39 640,541.93
407k PILE LOAD TEST UPTO 550 TON EACH 94,265.46 119,305.60 564,655.00 194,556.52 972,782.58
407l PILE LOAD TEST UPTO 800 TON EACH 139,522.92 143,166.72 913,865.00 299,138.66 1,495,693.30
407m CONFIRMATORY BORING (NX SIZE) M 188.55 2,639.89 22.50 712.74 3,563.68
407n PERMANENT PILE CASING FOR PILES Ton 247.22 3,993.41 82,817.66 21,764.57 108,822.86
411a STONE MASONRY RANDOM DRY CM 362.52 165.94 1,310.78 459.81 2,299.05
411b STONE MASONRY RANDOM WITH MORTAR CM 430.03 263.54 2,409.31 775.72 3,878.60
411c STONE MASONRY DRESSED UNCOURSED DRY CM 497.54 165.94 1,654.09 579.39 2,896.96
411d STONE MASONRY DRESSED UNCOURSED WITH CM 565.04 263.54 2,664.74 873.33 4,366.65
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 745.06 419.50 2,664.74 957.32 4,786.62
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 233.78 554.74 1,335.77 531.07 2,655.35
DIA 310 mm
Page 316 of 397
CLIENT: CSR - 2011 CONSULTANT:
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 233.78 616.97 1,735.91 646.67 3,233.33
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 221.68 1,097.40 2,176.12 873.80 4,369.00
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 232.22 1,377.91 3,340.53 1,237.66 6,188.32
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 269.91 1,772.89 4,960.54 1,750.84 8,754.18
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 335.63 2,187.37 7,017.86 2,385.22 11,926.08
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 434.34 2,171.36 8,965.09 2,892.70 14,463.50
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 511.35 2,636.66 11,424.83 3,643.21 18,216.04
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 605.95 3,076.10 21,392.59 6,268.66 31,343.29
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 233.78 554.74 1,414.83 550.84 2,754.18
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 227.53 616.97 1,902.29 686.70 3,433.49
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 221.68 1,097.40 2,654.02 993.28 4,966.38
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 232.22 1,377.91 4,545.31 1,538.86 7,694.29
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 269.91 1,772.89 6,335.24 2,094.51 10,472.55
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 335.63 2,187.37 9,341.28 2,966.07 14,830.35
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 434.34 2,171.36 11,834.85 3,610.14 18,050.70
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 511.35 2,636.66 14,848.28 4,499.07 22,495.35
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 605.95 3,076.10 29,105.07 8,196.78 40,983.89
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 92.51 157.23 1,174.31 356.01 1,780.07
PIPE CULVERT
502b CONCRETE CLASS B IN BEDDING AND CM 810.66 845.94 3,574.25 1,307.71 6,538.57
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 5.70 0.00 117.40 30.77 153.87
508a BRICK PAVING (SINGLE COURSE) SM 114.55 38.19 291.48 111.05 555.27
508b BRICK PAVING (DOUBLE COURSE) SM 204.56 38.19 574.97 204.43 1,022.14
509g REINFORCED CONCRETE SLOPE PROTECTION CM 824.72 481.58 4,029.55 1,333.96 6,669.81
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 50.45 275.72 1,157.43 370.90 1,854.49
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 156.26 103.71 164.66 106.16 530.79
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 200.01 132.75 210.76 135.88 679.41
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 254.02 288.91 599.64 285.64 1,428.22
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 317.52 361.14 749.55 357.05 1,785.27
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 254.02 288.91 346.54 222.37 1,111.84
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 317.52 361.14 433.18 277.96 1,389.80
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 318 of 397
CLIENT: CSR - 2011 CONSULTANT:
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 368.89 1,157.76 5,730.69 1,814.33 9,071.67
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,034.20 782.78 5,720.76 1,884.44 9,422.18
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 27.50 66.38 608.04 175.48 877.39
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 90.84 533.21 2,859.91 870.99 4,354.96
604d STEEL POST FOR METAL GUARD RAIL EACH 103.33 533.21 2,481.53 779.52 3,897.59
605a CONCRETE BEAM GUARDRAIL (INCL. CM 1,868.95 1,160.70 12,701.07 3,932.68 19,663.39
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 1,868.95 801.50 11,858.43 3,632.22 18,161.10
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 239.45 393.19 8,422.26 2,263.73 11,318.63
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 73.13 589.78 10,161.35 2,706.07 13,530.33
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 239.45 844.19 18,265.48 4,837.28 24,186.41
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 786.75 921.65 33,584.63 8,823.26 44,116.29
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 157.35 223.78 15,630.42 4,002.89 20,014.44
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 293.74 0.00 2,227.11 630.21 3,151.06
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 293.74 0.00 3,340.66 908.60 4,543.00
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 80.38 29.98 245.70 89.01 445.07
PAINT FOR 4.0 M ARROWS
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 80.38 52.71 748.06 220.29 1,101.43
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 3.75 7.50 34.58 11.46 57.28
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 3.75 13.18 99.75 29.17 145.85
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 3.75 7.50 46.11 14.34 71.69
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 3.75 13.18 133.00 37.48 187.41
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 80.38 29.98 333.90 111.06 555.32
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 80.38 52.71 1,257.80 347.72 1,738.61
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 66.88 29.98 163.80 65.16 325.82
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 66.88 52.71 499.46 154.76 773.81
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 66.88 29.98 222.60 79.86 399.32
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 66.88 52.71 839.80 239.85 1,199.23
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 9.84 111.18 175.67 74.17 370.87
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 9.84 111.18 206.67 81.92 409.62
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 106.78 182.71 397.81 171.83 859.14
610d TEN KILOMETER POST EACH 1,270.11 2,642.27 3,700.97 1,903.34 9,516.69
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 136.02 66.38 1,323.75 381.53 1,907.67
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 120.54 821.01 2.00 235.89 1,179.44
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
RAWALPINDI
(57)
SAMPAK INTERNATIONAL
Dcode 57 RAWALPINDI
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 10.62 262.58 1.88 68.77 343.84
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 30.39 635.47 4.22 167.52 837.60
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 121.54 2,541.89 16.89 670.08 3,350.40
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 6.67 227.95 0.00 58.66 293.28
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 162.30 360.08 125.00 161.85 809.23
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 24.77 541.85 0.00 141.65 708.27
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 16.55 422.98 0.00 109.88 549.42
106c EXCAVATE SURPLUS COMMON MATERIAL CM 5.46 205.65 0.00 52.78 263.88
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 162.30 360.08 125.00 161.85 809.23
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 28.52 492.05 0.00 130.14 650.71
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 14.15 422.98 0.00 109.28 546.42
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 158.45 400.09 125.00 170.89 854.43
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 142.61 442.22 0.00 146.21 731.03
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 81.49 316.49 0.00 99.49 497.47
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 10.22 234.11 18.00 65.58 327.91
EXCAVATION IN COMMON MATERIAL
Dcode 57 RAWALPINDI
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 29.35 578.46 144.73 188.14 940.68
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 22.02 637.82 8.55 167.10 835.49
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 19.57 574.85 8.00 150.60 753.02
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 11.66 119.41 152.97 71.01 355.05
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 2.05 43.86 5.15 12.76 63.82
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.48 30.11 2.73 8.58 42.90
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.23 23.59 2.80 6.91 34.53
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.88 26.79 2.80 7.87 39.33
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 116.75 2,324.40 9,115.06 2,889.05 14,445.26
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 116.75 2,324.40 9,266.46 2,926.90 14,634.51
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 125.41 2,427.71 9,106.32 2,914.86 14,574.30
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 125.41 2,427.71 9,276.36 2,957.37 14,786.84
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 363.46 2,060.49 61,064.19 15,872.03 79,360.17
MC-250
Dcode 57 RAWALPINDI
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 363.46 2,060.49 61,064.19 15,872.03 79,360.17
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 138.23 188.22 835.19 290.41 1,452.04
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 226.15 3,721.78 7,492.18 2,860.03 14,300.14
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 152.29 207.88 1,108.59 367.19 1,835.95
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.48 64.78 21.83 22.27 111.36
207b DEEP PATCHING (15-30 cm) SM 2.48 64.78 21.83 22.27 111.36
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.85 373.82 12.00 98.17 490.84
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.37 40.20 2.40 10.99 54.96
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.45 2.36 68.78 17.90 89.49
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.44 2.36 59.89 15.67 78.36
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.18 0.86 27.62 7.17 35.83
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.18 0.86 23.94 6.25 31.23
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 103.78 2,293.29 9,698.33 3,023.85 15,119.26
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 103.78 2,198.28 10,281.06 3,145.78 15,728.90
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 252.51 513.14 7,004.43 1,942.52 9,712.59
307b OPEN GRADED HOT BIT-MAC CM 252.51 513.14 6,814.65 1,895.07 9,475.37
Dcode 57 RAWALPINDI
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 43.88 1,050.92 3,603.18 1,174.49 5,872.47
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 319.58 1,746.20 61,064.19 15,782.49 78,912.46
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 783.07 2,175.42 4,269.49 1,806.99 9,034.97
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 783.07 2,175.42 4,527.70 1,871.55 9,357.74
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 783.07 2,175.42 4,794.78 1,938.32 9,691.59
401cii CONCRETE CLASS C (ON GROUND) CM 766.92 2,175.42 4,047.00 1,747.34 8,736.68
Dcode 57 RAWALPINDI
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,388.54 0.00 71,293.78 18,420.58 92,102.91
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,388.54 0.00 75,493.78 19,470.58 97,352.91
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,915.87 3,667.20 83,322.90 22,226.49 111,132.47
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,656.91 12,010.50 141,904.88 39,393.07 196,965.36
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 167.39 0.00 1,363.65 382.76 1,913.80
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 167.39 0.00 805.91 243.32 1,216.62
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 13.78 18.40 133.69 41.47 207.34
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 567.52 0.00 80,207.93 20,193.86 100,969.31
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 587.84 0.00 125,660.29 31,562.03 157,810.15
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 648.78 0.00 1,068,817.84 267,366.65 1,336,833.27
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 567.52 0.00 68,552.20 17,279.93 86,399.65
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 144.87 0.00 440.09 146.24 731.20
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.03 0.00 1.50 0.38 1.91
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.97
SIZE AND THICKNESS) - IMPORTED
Dcode 57 RAWALPINDI
406g STEEL OR METAL BEARING DEVICES KG 28.51 48.58 145.56 55.66 278.31
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 359.85 3,155.77 467.37 995.75 4,978.75
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 546.98 4,796.77 629.16 1,493.23 7,466.14
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 546.98 7,330.09 778.88 2,163.99 10,819.94
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 911.63 12,216.82 1,107.16 3,558.90 17,794.52
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 759.69 10,180.69 970.38 2,977.69 14,888.44
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,367.44 18,325.24 1,517.51 5,302.55 26,512.74
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 33,592.80 86,125.76 107,513.36 56,807.98 284,039.90
407i PILE LOAD TEST UPTO 240 TON EACH 33,592.80 86,125.76 230,405.72 87,531.07 437,655.35
407j PILE LOAD TEST UPTO 360 TON EACH 92,100.00 95,444.48 312,572.08 125,029.14 625,145.70
407k PILE LOAD TEST UPTO 550 TON EACH 135,980.40 119,305.60 498,637.10 188,480.78 942,403.88
407l PILE LOAD TEST UPTO 800 TON EACH 201,272.40 143,166.72 807,929.30 288,092.11 1,440,460.53
407m CONFIRMATORY BORING (NX SIZE) M 266.55 2,639.89 22.50 732.23 3,661.17
407n PERMANENT PILE CASING FOR PILES Ton 349.61 3,993.41 82,405.08 21,687.02 108,435.12
411a STONE MASONRY RANDOM DRY CM 512.26 165.94 1,268.79 486.75 2,433.74
411b STONE MASONRY RANDOM WITH MORTAR CM 608.52 263.54 2,298.84 792.73 3,963.63
411c STONE MASONRY DRESSED UNCOURSED DRY CM 703.53 165.94 1,584.90 613.59 3,067.97
411d STONE MASONRY DRESSED UNCOURSED WITH CM 798.54 263.54 2,544.19 901.57 4,507.84
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 1,054.82 419.50 2,544.19 1,004.63 5,023.13
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 334.37 554.74 899.99 447.27 2,236.37
DIA 310 mm
Page 327 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 57 RAWALPINDI
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 334.37 616.97 1,064.45 503.95 2,519.75
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 316.01 1,097.40 1,275.88 672.32 3,361.62
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 331.61 1,377.91 1,857.14 891.66 4,458.32
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 385.09 1,772.89 3,043.36 1,300.34 6,501.68
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 478.07 2,187.37 4,698.82 1,841.07 9,205.33
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 618.68 2,171.36 5,730.46 2,130.13 10,650.64
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 728.94 2,636.66 11,161.05 3,631.66 18,158.31
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 862.93 3,076.10 15,546.16 4,871.30 24,356.48
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 334.37 554.74 1,171.00 515.03 2,575.14
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 325.69 616.97 1,412.89 588.89 2,944.45
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 316.01 1,097.40 1,624.32 759.43 3,797.17
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 331.61 1,377.91 2,515.31 1,056.21 5,281.03
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 385.09 1,772.89 3,856.39 1,503.59 7,517.97
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 478.07 2,187.37 5,782.86 2,112.08 10,560.38
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 618.68 2,171.36 7,279.09 2,517.29 12,586.43
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 728.94 2,636.66 13,880.30 4,311.47 21,557.37
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 862.93 3,076.10 20,230.07 6,042.27 30,211.37
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 132.02 157.23 852.97 285.56 1,427.78
PIPE CULVERT
Dcode 57 RAWALPINDI
502b CONCRETE CLASS B IN BEDDING AND CM 1,143.29 845.94 3,166.62 1,288.96 6,444.82
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 8.02 0.00 113.28 30.33 151.63
508a BRICK PAVING (SINGLE COURSE) SM 162.35 38.19 278.15 119.67 598.36
508b BRICK PAVING (DOUBLE COURSE) SM 289.86 38.19 549.85 219.47 1,097.37
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,170.44 481.58 3,683.60 1,333.90 6,669.52
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 72.15 275.72 845.86 298.43 1,492.15
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 221.33 103.71 157.84 120.72 603.60
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 283.30 132.75 202.03 154.52 772.60
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 359.31 288.91 572.38 305.15 1,525.76
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 449.13 361.14 715.48 381.44 1,907.20
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 359.31 288.91 330.23 244.61 1,223.06
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 449.13 361.14 412.78 305.76 1,528.82
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 329 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 57 RAWALPINDI
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 518.50 1,157.76 5,488.26 1,791.13 8,955.65
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,462.97 782.78 5,475.13 1,930.22 9,651.10
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 38.95 66.38 622.17 181.87 909.36
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 128.66 533.21 2,822.61 871.12 4,355.61
604d STEEL POST FOR METAL GUARD RAIL EACH 146.01 533.21 2,456.33 783.89 3,919.44
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,664.49 1,160.70 12,137.79 3,990.74 19,953.72
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,664.49 801.50 11,302.15 3,692.04 18,460.18
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 339.65 393.19 8,343.28 2,269.03 11,345.15
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 103.76 589.78 10,055.18 2,687.18 13,435.90
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 339.65 844.19 18,185.55 4,842.35 24,211.73
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,124.55 921.65 33,433.94 8,870.04 44,350.19
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 224.91 223.78 15,603.54 4,013.06 20,065.29
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 411.12 0.00 2,216.03 656.79 3,283.94
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 411.12 0.00 3,324.04 933.79 4,668.95
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 112.51 29.98 244.44 96.73 483.67
PAINT FOR 4.0 M ARROWS
Dcode 57 RAWALPINDI
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 112.51 52.71 748.06 228.32 1,141.61
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.33 7.50 34.58 11.85 59.25
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.33 13.18 99.75 29.56 147.82
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.33 7.50 46.11 14.73 73.66
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.33 13.18 133.00 37.88 189.38
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 112.51 29.98 333.90 119.10 595.49
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 112.51 52.71 1,257.80 355.76 1,778.78
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 93.76 29.98 162.96 71.68 358.38
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 93.76 52.71 499.46 161.48 807.42
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 93.76 29.98 222.60 86.59 432.93
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 93.76 52.71 839.80 246.57 1,232.84
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 13.91 111.18 172.59 74.42 372.09
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 13.91 111.18 202.59 81.92 409.59
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 152.89 182.71 355.85 172.86 864.32
610d TEN KILOMETER POST EACH 1,802.80 2,642.27 3,453.85 1,974.73 9,873.65
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 193.40 66.38 1,225.91 371.42 1,857.11
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 170.76 821.01 2.00 248.44 1,242.22
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
SAHIWAL
(58)
SAMPAK INTERNATIONAL
Dcode 58 SAHIWAL
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 8.79 262.58 1.88 68.31 341.56
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 25.28 635.47 4.22 166.24 831.22
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 101.14 2,541.89 16.89 664.98 3,324.89
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.36 227.95 0.00 58.33 291.63
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 132.09 360.08 125.00 154.29 771.47
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 20.26 541.85 0.00 140.53 702.64
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 13.50 422.98 0.00 109.12 545.60
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.38 205.65 0.00 52.51 262.54
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 132.09 360.08 125.00 154.29 771.47
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 23.19 492.05 0.00 128.81 644.05
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 11.58 422.98 0.00 108.64 543.20
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 128.85 400.09 125.00 163.48 817.42
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 115.96 442.22 0.00 139.54 697.72
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 66.26 316.49 0.00 95.69 478.44
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 8.31 234.11 18.00 65.10 325.52
EXCAVATION IN COMMON MATERIAL
Dcode 58 SAHIWAL
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 24.03 578.46 144.73 186.81 934.03
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 18.02 637.82 8.55 166.10 830.50
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 16.02 574.85 8.00 149.72 748.58
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 9.53 119.41 152.97 70.48 352.39
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.67 43.86 5.15 12.67 63.35
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.21 30.11 2.73 8.51 42.56
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.01 23.59 2.80 6.85 34.25
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.53 26.79 2.80 7.78 38.90
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 96.71 2,324.40 9,648.38 3,017.37 15,086.87
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 96.71 2,324.40 9,861.72 3,070.71 15,353.55
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 103.79 2,427.71 9,639.52 3,042.76 15,213.78
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 103.79 2,427.71 9,871.81 3,100.83 15,504.13
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 295.77 2,060.49 62,283.15 16,159.85 80,799.26
MC-250
Dcode 58 SAHIWAL
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 295.77 2,060.49 62,283.15 16,159.85 80,799.26
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 116.00 188.22 1,275.74 394.99 1,974.95
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 186.33 3,721.78 7,930.75 2,959.72 14,798.58
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 127.95 207.88 1,432.54 442.09 2,210.47
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.02 64.78 17.07 20.97 104.84
207b DEEP PATCHING (15-30 cm) SM 2.02 64.78 17.07 20.97 104.84
209a BREAKING OF EXISTING ROAD PAVEMENT CM 5.52 373.82 12.00 97.84 489.18
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.10 40.20 2.40 10.93 54.63
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.37 2.36 70.00 18.18 90.91
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.36 2.36 61.11 15.96 79.78
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.15 0.86 28.11 7.28 36.40
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.15 0.86 24.43 6.36 31.80
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 85.74 2,293.29 10,304.10 3,170.78 15,853.91
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 85.74 2,198.28 10,898.71 3,295.68 16,478.41
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 209.52 513.14 7,495.85 2,054.62 10,273.12
307b OPEN GRADED HOT BIT-MAC CM 209.52 513.14 7,258.99 1,995.41 9,977.05
Dcode 58 SAHIWAL
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 36.30 1,050.92 3,603.18 1,172.60 5,863.00
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 260.66 1,746.20 62,283.15 16,072.50 80,362.52
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 637.90 2,175.42 4,776.35 1,897.42 9,487.09
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 637.90 2,175.42 4,990.00 1,950.83 9,754.15
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 637.90 2,175.42 5,259.40 2,018.18 10,090.91
401cii CONCRETE CLASS C (ON GROUND) CM 628.11 2,175.42 4,482.33 1,821.47 9,107.33
Dcode 58 SAHIWAL
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,940.79 0.00 70,955.00 18,223.95 91,119.74
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,940.79 0.00 75,155.00 19,273.95 96,369.74
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,556.66 3,667.20 83,322.90 22,136.69 110,683.46
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,925.66 12,010.50 141,685.41 39,155.39 195,776.96
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 137.24 0.00 1,364.38 375.41 1,877.03
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 137.24 0.00 812.19 237.36 1,186.79
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 11.25 18.40 133.69 40.84 204.18
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 461.52 0.00 80,588.79 20,262.58 101,312.88
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 478.71 0.00 126,238.15 31,679.21 158,396.07
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 530.28 0.00 1,074,071.14 268,650.35 1,343,251.77
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 461.52 0.00 68,883.86 17,336.35 86,681.73
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 118.90 0.00 435.89 138.70 693.48
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Dcode 58 SAHIWAL
406g STEEL OR METAL BEARING DEVICES KG 23.41 48.58 145.56 54.39 271.93
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 288.29 3,155.77 465.01 977.27 4,886.34
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 438.20 4,796.77 625.56 1,465.13 7,325.67
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 438.20 7,330.09 774.88 2,135.79 10,678.97
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 730.34 12,216.82 1,100.49 3,511.91 17,559.57
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 608.61 10,180.69 964.82 2,938.53 14,692.65
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,095.51 18,325.24 1,507.51 5,232.06 26,160.32
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 28,224.96 86,125.76 94,137.36 52,122.02 260,610.10
407i PILE LOAD TEST UPTO 240 TON EACH 28,224.96 86,125.76 203,653.72 79,501.11 397,505.55
407j PILE LOAD TEST UPTO 360 TON EACH 77,732.16 95,444.48 272,444.08 111,405.18 557,025.90
407k PILE LOAD TEST UPTO 550 TON EACH 114,862.56 119,305.60 433,277.10 166,861.32 834,306.58
407l PILE LOAD TEST UPTO 800 TON EACH 170,022.72 143,166.72 703,049.30 254,059.69 1,270,298.43
407m CONFIRMATORY BORING (NX SIZE) M 218.87 2,639.89 22.50 720.32 3,601.58
407n PERMANENT PILE CASING FOR PILES Ton 287.19 3,993.41 82,405.08 21,671.42 108,357.10
411a STONE MASONRY RANDOM DRY CM 420.30 165.94 1,499.00 521.31 2,606.56
411b STONE MASONRY RANDOM WITH MORTAR CM 500.31 263.54 2,770.71 883.64 4,418.20
411c STONE MASONRY DRESSED UNCOURSED DRY CM 577.82 165.94 1,833.53 644.32 3,221.61
411d STONE MASONRY DRESSED UNCOURSED WITH CM 655.32 263.54 2,974.06 973.23 4,866.15
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 867.84 419.50 2,974.06 1,065.35 5,326.75
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 279.13 554.74 1,263.66 524.38 2,621.91
DIA 310 mm
Page 338 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 58 SAHIWAL
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 279.13 616.97 1,613.21 627.33 3,136.63
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 262.56 1,097.40 1,989.88 837.46 4,187.31
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 276.20 1,377.91 3,026.38 1,170.12 5,850.61
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 320.35 1,772.89 4,324.38 1,604.41 8,022.03
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 396.78 2,187.37 6,061.64 2,161.45 10,807.24
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 513.48 2,171.36 8,008.81 2,673.42 13,367.08
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 605.66 2,636.66 10,429.75 3,418.02 17,090.08
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 715.98 3,076.10 17,482.92 5,318.75 26,593.74
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 279.13 554.74 1,286.91 530.19 2,650.97
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 272.18 616.97 1,686.57 643.93 3,219.65
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 262.56 1,097.40 2,328.25 922.05 4,610.27
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 276.20 1,377.91 3,998.60 1,413.18 7,065.89
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 320.35 1,772.89 5,233.96 1,831.80 9,159.00
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 396.78 2,187.37 7,687.39 2,567.89 12,839.43
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 513.48 2,171.36 10,180.90 3,216.44 16,082.19
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 605.66 2,636.66 13,125.63 4,091.99 20,459.93
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 715.98 3,076.10 22,367.49 6,539.89 32,699.45
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 109.87 157.23 915.46 295.64 1,478.20
PIPE CULVERT
Dcode 58 SAHIWAL
502b CONCRETE CLASS B IN BEDDING AND CM 935.46 845.94 3,682.29 1,365.92 6,829.62
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 6.55 0.00 115.34 30.47 152.35
508a BRICK PAVING (SINGLE COURSE) SM 133.78 38.19 276.20 112.04 560.21
508b BRICK PAVING (DOUBLE COURSE) SM 238.79 38.19 547.47 206.11 1,030.56
509g REINFORCED CONCRETE SLOPE PROTECTION CM 966.35 481.58 4,163.27 1,402.80 7,014.00
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 60.22 275.72 883.24 304.79 1,523.97
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 182.22 103.71 195.25 120.29 601.47
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 233.24 132.75 249.91 153.98 769.88
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 295.24 288.91 638.79 305.74 1,528.68
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 369.05 361.14 798.49 382.17 1,910.85
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 295.24 288.91 399.62 245.94 1,229.72
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 369.05 361.14 499.53 307.43 1,537.15
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 340 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 58 SAHIWAL
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 422.17 1,157.76 5,743.58 1,830.88 9,154.38
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,202.24 782.78 5,731.63 1,929.16 9,645.81
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 32.06 66.38 638.02 184.11 920.57
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 105.94 533.21 2,813.25 863.10 4,315.50
604d STEEL POST FOR METAL GUARD RAIL EACH 119.81 533.21 2,446.80 774.96 3,874.78
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,214.10 1,160.70 12,658.39 4,008.30 20,041.48
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,214.10 801.50 11,826.85 3,710.61 18,553.06
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 280.22 393.19 8,374.10 2,261.88 11,309.38
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 85.63 589.78 10,101.41 2,694.20 13,471.02
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 280.22 844.19 18,246.11 4,842.63 24,213.14
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 937.90 921.65 33,524.79 8,846.09 44,230.43
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 187.58 223.78 15,581.51 3,998.22 19,991.09
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 332.64 0.00 2,216.03 637.17 3,185.84
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 332.64 0.00 3,324.04 914.17 4,570.85
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 91.06 29.98 241.29 90.58 452.91
PAINT FOR 4.0 M ARROWS
Dcode 58 SAHIWAL
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 91.06 52.71 728.20 217.99 1,089.96
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.40 7.50 34.58 11.62 58.10
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.40 13.18 99.75 29.33 146.66
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.40 7.50 46.11 14.50 72.51
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.40 13.18 133.00 37.64 188.22
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 91.06 29.98 333.90 113.73 568.67
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 91.06 52.71 1,257.80 350.39 1,751.96
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 76.06 29.98 160.86 66.72 333.62
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 76.06 52.71 486.20 153.74 768.71
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 76.06 29.98 222.60 82.16 410.80
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 76.06 52.71 839.80 242.14 1,210.71
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 11.41 111.18 171.89 73.62 368.09
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 11.41 111.18 201.89 81.12 405.59
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 127.82 182.71 403.35 178.47 892.35
610d TEN KILOMETER POST EACH 1,488.73 2,642.27 3,708.71 1,959.93 9,799.64
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 160.13 66.38 1,328.20 388.68 1,943.38
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 140.63 821.01 2.00 240.91 1,204.56
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
SARGODHA
(60)
SAMPAK INTERNATIONAL
Dcode 60 SARGODHA
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 9.29 262.58 1.88 68.44 342.18
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 26.91 635.47 4.22 166.65 833.25
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 107.63 2,541.89 16.89 666.60 3,333.00
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 5.38 227.95 0.00 58.33 291.67
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 135.84 360.08 125.00 155.23 776.15
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 21.01 541.85 0.00 140.72 703.58
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 13.92 422.98 0.00 109.23 546.14
106c EXCAVATE SURPLUS COMMON MATERIAL CM 4.41 205.65 0.00 52.51 262.56
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 135.84 360.08 125.00 155.23 776.15
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 23.82 492.05 0.00 128.97 644.83
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 12.01 422.98 0.00 108.75 543.74
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 132.31 400.09 125.00 164.35 821.76
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 119.08 442.22 0.00 140.32 701.62
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 68.05 316.49 0.00 96.13 480.67
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 8.53 234.11 18.00 65.16 325.80
EXCAVATION IN COMMON MATERIAL
Dcode 60 SARGODHA
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 24.95 578.46 144.73 187.04 935.18
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 18.71 637.82 8.55 166.27 831.36
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 16.63 574.85 8.00 149.87 749.35
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 9.86 119.41 152.97 70.56 352.80
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.72 43.86 5.15 12.68 63.41
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.24 30.11 2.73 8.52 42.60
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.05 23.59 2.80 6.86 34.30
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.59 26.79 2.80 7.79 38.97
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 102.22 2,324.40 8,707.87 2,783.62 13,918.11
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 102.22 2,324.40 8,941.52 2,842.04 14,210.18
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 109.55 2,427.71 8,699.13 2,809.10 14,045.48
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 109.55 2,427.71 8,951.62 2,872.22 14,361.09
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 304.09 2,060.49 61,850.59 16,053.79 80,268.96
MC-250
Dcode 60 SARGODHA
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 304.09 2,060.49 61,850.59 16,053.79 80,268.96
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 125.02 188.22 517.80 207.76 1,038.79
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 195.31 3,721.78 7,100.59 2,754.42 13,772.10
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 138.14 207.88 720.08 266.52 1,332.62
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.09 64.78 18.78 21.41 107.06
207b DEEP PATCHING (15-30 cm) SM 2.09 64.78 18.78 21.41 107.06
209a BREAKING OF EXISTING ROAD PAVEMENT CM 5.59 373.82 12.00 97.85 489.26
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.12 40.20 2.40 10.93 54.65
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.38 2.36 69.57 18.08 90.38
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.37 2.36 60.67 15.85 79.25
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.15 0.86 27.94 7.24 36.19
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.15 0.86 24.26 6.32 31.59
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 90.26 2,293.29 9,357.98 2,935.38 14,676.90
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 90.26 2,198.28 9,965.13 3,063.42 15,317.08
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 222.00 513.14 6,752.54 1,871.92 9,359.59
307b OPEN GRADED HOT BIT-MAC CM 222.00 513.14 6,519.92 1,813.76 9,068.82
Dcode 60 SARGODHA
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 38.30 1,050.92 3,603.18 1,173.10 5,865.49
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 268.98 1,746.20 61,850.59 15,966.44 79,832.22
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 656.97 2,175.42 4,148.65 1,745.26 8,726.30
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 656.97 2,175.42 4,383.09 1,803.87 9,019.35
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 656.97 2,175.42 4,605.22 1,859.40 9,297.01
401cii CONCRETE CLASS C (ON GROUND) CM 652.38 2,175.42 3,814.22 1,660.50 8,302.52
Dcode 60 SARGODHA
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,990.71 0.00 70,960.09 18,237.70 91,188.51
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,990.71 0.00 75,160.09 19,287.70 96,438.51
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,596.60 3,667.20 83,322.90 22,146.68 110,733.38
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,925.66 12,010.50 141,900.50 39,209.16 196,045.82
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 142.79 0.00 1,364.51 376.83 1,884.13
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 142.79 0.00 806.76 237.39 1,186.94
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 11.63 18.40 133.69 40.93 204.65
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 474.00 0.00 80,207.93 20,170.48 100,852.41
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 492.75 0.00 125,660.29 31,538.26 157,691.30
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 549.00 0.00 1,068,817.84 267,341.71 1,336,708.55
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 474.00 0.00 68,883.86 17,339.47 86,697.33
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 123.89 0.00 440.09 140.99 704.97
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.90
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Dcode 60 SARGODHA
406g STEEL OR METAL BEARING DEVICES KG 24.40 48.58 145.56 54.64 273.18
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 288.95 3,155.77 467.37 978.02 4,890.12
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 439.20 4,796.77 629.16 1,466.28 7,331.42
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 439.20 7,330.09 778.88 2,137.04 10,685.22
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 732.00 12,216.82 1,107.16 3,514.00 17,569.98
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 610.00 10,180.69 970.38 2,940.27 14,701.33
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,098.00 18,325.24 1,517.51 5,235.19 26,175.94
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 30,471.36 86,125.76 98,948.32 53,886.36 269,431.80
407i PILE LOAD TEST UPTO 240 TON EACH 30,471.36 86,125.76 213,275.64 82,468.19 412,340.95
407j PILE LOAD TEST UPTO 360 TON EACH 84,471.36 95,444.48 286,876.96 116,698.20 583,491.00
407k PILE LOAD TEST UPTO 550 TON EACH 124,971.36 119,305.60 456,785.20 175,265.54 876,327.70
407l PILE LOAD TEST UPTO 800 TON EACH 184,998.72 143,166.72 740,771.60 267,234.26 1,336,171.30
407m CONFIRMATORY BORING (NX SIZE) M 228.23 2,639.89 22.50 722.66 3,613.28
407n PERMANENT PILE CASING FOR PILES Ton 299.67 3,993.41 82,405.08 21,674.54 108,372.70
411a STONE MASONRY RANDOM DRY CM 437.78 165.94 871.44 368.79 1,843.94
411b STONE MASONRY RANDOM WITH MORTAR CM 522.78 263.54 1,962.90 687.31 3,436.53
411c STONE MASONRY DRESSED UNCOURSED DRY CM 602.78 165.94 1,155.77 481.12 2,405.60
411d STONE MASONRY DRESSED UNCOURSED WITH CM 682.78 263.54 2,161.11 776.86 3,884.29
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 907.78 419.50 2,161.11 872.10 4,360.48
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 298.47 554.74 924.48 444.42 2,222.11
DIA 310 mm
Page 349 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 60 SARGODHA
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 298.47 616.97 1,104.37 504.95 2,524.76
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 278.79 1,097.40 1,335.00 677.80 3,388.99
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 294.35 1,377.91 1,954.33 906.65 4,533.23
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 340.77 1,772.89 3,234.94 1,337.15 6,685.76
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 420.61 2,187.37 4,985.49 1,898.37 9,491.83
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 544.32 2,171.36 6,017.11 2,183.20 10,915.99
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 643.10 2,636.66 11,460.76 3,685.13 18,425.64
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 758.62 3,076.10 16,696.14 5,132.71 25,663.56
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 298.47 554.74 1,195.49 512.17 2,560.87
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 291.53 616.97 1,452.82 590.33 2,951.65
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 278.79 1,097.40 1,683.44 764.91 3,824.54
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 294.35 1,377.91 2,612.50 1,071.19 5,355.95
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 340.77 1,772.89 4,047.97 1,540.41 7,702.04
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 420.61 2,187.37 6,069.53 2,169.38 10,846.88
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 544.32 2,171.36 7,565.74 2,570.36 12,851.78
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 643.10 2,636.66 14,180.02 4,364.94 21,824.72
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 758.62 3,076.10 21,380.05 6,303.69 31,518.45
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 116.94 157.23 567.47 210.41 1,052.06
PIPE CULVERT
Dcode 60 SARGODHA
502b CONCRETE CLASS B IN BEDDING AND CM 970.13 845.94 2,969.56 1,196.41 5,982.04
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 6.76 0.00 113.28 30.01 150.04
508a BRICK PAVING (SINGLE COURSE) SM 140.27 38.19 273.28 112.94 564.68
508b BRICK PAVING (DOUBLE COURSE) SM 250.27 38.19 541.09 207.39 1,036.93
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,016.27 481.58 3,535.74 1,258.40 6,291.98
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 64.38 275.72 574.02 228.53 1,142.65
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 190.80 103.71 93.27 96.94 484.72
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 244.22 132.75 119.38 124.09 620.44
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 308.22 288.91 522.48 279.90 1,399.52
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 385.28 361.14 653.10 349.88 1,749.40
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 308.22 288.91 282.22 219.84 1,099.19
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 385.28 361.14 352.77 274.80 1,373.99
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 351 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 60 SARGODHA
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 434.44 1,157.76 5,409.73 1,750.48 8,752.42
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,255.29 782.78 5,397.70 1,858.94 9,294.71
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 33.56 66.38 583.32 170.81 854.07
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 110.93 533.21 2,822.61 866.69 4,333.44
604d STEEL POST FOR METAL GUARD RAIL EACH 124.80 533.21 2,456.33 778.59 3,892.93
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,351.38 1,160.70 11,961.02 3,868.27 19,341.36
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,351.38 801.50 11,129.35 3,570.56 17,852.78
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 294.37 393.19 8,306.96 2,248.63 11,243.14
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 90.00 589.78 10,000.70 2,670.12 13,350.60
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 294.37 844.19 18,121.51 4,815.02 24,075.08
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,001.55 921.65 33,337.89 8,815.27 44,076.37
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 200.31 223.78 15,584.33 4,002.10 20,010.52
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 338.88 0.00 2,216.03 638.73 3,193.64
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 338.88 0.00 3,324.04 915.73 4,578.65
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 92.81 29.98 244.44 91.81 459.03
PAINT FOR 4.0 M ARROWS
Dcode 60 SARGODHA
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 92.81 52.71 748.06 223.39 1,116.97
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.64 7.50 34.58 11.68 58.39
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.64 13.18 99.75 29.39 146.95
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 4.64 7.50 46.11 14.56 72.80
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 4.64 13.18 133.00 37.70 188.52
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 92.81 29.98 333.90 114.17 570.86
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 92.81 52.71 1,257.80 350.83 1,754.14
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 77.81 29.98 162.96 67.69 338.43
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 77.81 52.71 499.46 157.49 787.47
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 77.81 29.98 222.60 82.60 412.98
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 77.81 52.71 839.80 242.58 1,212.89
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 11.88 111.18 172.66 73.93 369.65
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 11.88 111.18 202.66 81.43 407.15
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 136.97 182.71 344.27 165.99 829.94
610d TEN KILOMETER POST EACH 1,566.10 2,642.27 3,382.61 1,897.75 9,488.73
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 169.11 66.38 1,212.51 362.00 1,810.00
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 147.32 821.01 2.00 242.58 1,212.91
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
SHEIKHUPURA
(61)
SAMPAK INTERNATIONAL
Dcode 61 SHEIKHUPURA
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 10.32 262.58 1.88 68.69 343.46
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 29.72 635.47 4.22 167.35 836.77
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 118.88 2,541.89 16.89 669.41 3,347.07
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 6.22 227.95 0.00 58.54 292.71
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 154.13 360.08 125.00 159.80 799.01
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 23.68 541.85 0.00 141.38 706.92
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 15.76 422.98 0.00 109.69 548.43
106c EXCAVATE SURPLUS COMMON MATERIAL CM 5.09 205.65 0.00 52.68 263.42
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 154.13 360.08 125.00 159.80 799.01
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 27.05 492.05 0.00 129.78 648.88
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 13.53 422.98 0.00 109.13 545.65
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 150.29 400.09 125.00 168.85 844.23
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 135.26 442.22 0.00 144.37 721.85
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 77.29 316.49 0.00 98.45 492.23
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.69 234.11 18.00 65.45 327.25
EXCAVATION IN COMMON MATERIAL
Dcode 61 SHEIKHUPURA
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 28.10 578.46 144.73 187.82 939.11
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 21.07 637.82 8.55 166.86 834.31
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 18.73 574.85 8.00 150.39 751.97
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 11.14 119.41 152.97 70.88 354.39
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.95 43.86 5.15 12.74 63.70
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.41 30.11 2.73 8.56 42.81
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.18 23.59 2.80 6.89 34.47
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.79 26.79 2.80 7.84 39.22
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 113.51 2,324.40 9,215.99 2,913.48 14,567.38
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 113.51 2,324.40 9,436.29 2,968.55 14,842.76
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 121.78 2,427.71 9,207.21 2,939.17 14,695.87
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 121.78 2,427.71 9,446.32 2,998.95 14,994.76
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 345.09 2,060.49 61,782.11 16,046.92 80,234.62
MC-250
Dcode 61 SHEIKHUPURA
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 345.09 2,060.49 61,782.11 16,046.92 80,234.62
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 136.73 188.22 953.60 319.64 1,598.19
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 218.30 3,721.78 7,556.65 2,874.18 14,370.92
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 150.87 207.88 1,177.13 383.97 1,919.85
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.36 64.78 17.71 21.21 106.06
207b DEEP PATCHING (15-30 cm) SM 2.36 64.78 17.71 21.21 106.06
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.42 373.82 12.00 98.06 490.30
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.28 40.20 2.40 10.97 54.86
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.43 2.36 69.50 18.07 90.36
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.42 2.36 60.61 15.85 79.23
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.17 0.86 27.91 7.24 36.18
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.17 0.86 24.23 6.32 31.58
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 100.54 2,293.29 9,863.49 3,064.33 15,321.65
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 100.54 2,198.28 10,461.35 3,190.04 15,950.22
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 246.03 513.14 7,147.07 1,976.56 9,882.80
307b OPEN GRADED HOT BIT-MAC CM 246.03 513.14 6,914.79 1,918.49 9,592.45
Dcode 61 SHEIKHUPURA
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 42.59 1,050.92 3,603.18 1,174.17 5,870.86
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 304.37 1,746.20 61,782.11 15,958.17 79,790.85
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 744.55 2,175.42 4,209.28 1,782.31 8,911.56
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 744.55 2,175.42 4,435.25 1,838.80 9,194.02
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 744.55 2,175.42 4,709.97 1,907.49 9,537.43
401cii CONCRETE CLASS C (ON GROUND) CM 734.43 2,175.42 4,013.75 1,730.90 8,654.51
Dcode 61 SHEIKHUPURA
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,263.30 0.00 70,477.35 18,185.16 90,925.82
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,263.30 0.00 74,677.35 19,235.16 96,175.82
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,815.32 3,667.20 82,913.40 22,098.98 110,494.90
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,393.55 12,010.50 141,009.26 39,103.33 195,516.63
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 160.54 0.00 1,361.43 380.49 1,902.46
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 160.54 0.00 800.36 240.22 1,201.11
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 13.14 18.40 133.69 41.31 206.54
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 538.36 0.00 80,568.71 20,276.77 101,383.84
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 558.68 0.00 126,187.96 31,686.66 158,433.29
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 619.62 0.00 1,073,980.80 268,650.11 1,343,250.53
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 538.36 0.00 68,872.82 17,352.80 86,763.98
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 139.12 0.00 430.64 142.44 712.19
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.91
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
Dcode 61 SHEIKHUPURA
406g STEEL OR METAL BEARING DEVICES KG 27.39 48.58 145.56 55.38 276.91
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 334.55 3,155.77 465.01 988.83 4,944.16
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 508.52 4,796.77 625.56 1,482.71 7,413.56
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 508.52 7,330.09 774.88 2,153.37 10,766.86
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 847.53 12,216.82 1,100.49 3,541.21 17,706.06
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 706.27 10,180.69 964.82 2,962.94 14,814.72
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,271.29 18,325.24 1,507.51 5,276.01 26,380.05
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 33,280.38 86,125.76 95,939.60 53,836.44 269,182.18
407i PILE LOAD TEST UPTO 240 TON EACH 33,280.38 86,125.76 207,258.20 81,666.09 408,330.43
407j PILE LOAD TEST UPTO 360 TON EACH 91,787.58 95,444.48 277,850.80 116,270.72 581,353.58
407k PILE LOAD TEST UPTO 550 TON EACH 135,667.98 119,305.60 442,083.50 174,264.27 871,321.35
407l PILE LOAD TEST UPTO 800 TON EACH 200,822.52 143,166.72 717,180.50 265,292.44 1,326,462.18
407m CONFIRMATORY BORING (NX SIZE) M 256.13 2,639.89 22.50 729.63 3,648.14
407n PERMANENT PILE CASING FOR PILES Ton 336.13 3,993.41 81,995.58 21,581.28 107,906.40
411a STONE MASONRY RANDOM DRY CM 491.75 165.94 1,288.70 486.60 2,432.99
411b STONE MASONRY RANDOM WITH MORTAR CM 585.76 263.54 2,256.03 776.33 3,881.65
411c STONE MASONRY DRESSED UNCOURSED DRY CM 676.26 165.94 1,606.41 612.15 3,060.76
411d STONE MASONRY DRESSED UNCOURSED WITH CM 766.76 263.54 2,515.50 886.45 4,432.26
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 1,016.28 419.50 2,515.50 987.82 4,939.10
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 328.43 554.74 885.05 442.05 2,210.27
DIA 310 mm
Page 360 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 61 SHEIKHUPURA
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 328.43 616.97 1,040.60 496.50 2,482.51
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 308.47 1,097.40 1,241.07 661.74 3,308.68
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 324.75 1,377.91 1,800.61 875.82 4,379.08
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 376.51 1,772.89 2,933.34 1,270.69 6,353.43
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 465.99 2,187.37 4,534.78 1,797.04 8,985.18
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 603.05 2,171.36 5,566.29 2,085.17 10,425.87
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 711.56 2,636.66 10,988.91 3,584.28 17,921.40
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 840.77 3,076.10 14,895.04 4,702.98 23,514.89
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 328.43 554.74 1,156.06 509.81 2,549.04
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 320.38 616.97 1,389.04 581.60 2,907.99
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 308.47 1,097.40 1,589.52 748.85 3,744.24
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 324.75 1,377.91 2,458.78 1,040.36 5,201.79
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 376.51 1,772.89 3,746.37 1,473.94 7,369.72
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 465.99 2,187.37 5,618.82 2,068.05 10,340.23
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 603.05 2,171.36 7,114.92 2,472.33 12,361.66
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 711.56 2,636.66 13,708.17 4,264.10 21,320.48
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 840.77 3,076.10 19,578.95 5,873.96 29,369.78
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 129.15 157.23 765.63 263.00 1,315.02
PIPE CULVERT
Dcode 61 SHEIKHUPURA
502b CONCRETE CLASS B IN BEDDING AND CM 1,093.46 845.94 3,101.46 1,260.22 6,301.08
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.65 0.00 115.34 30.75 153.73
508a BRICK PAVING (SINGLE COURSE) SM 156.74 38.19 248.97 110.98 554.88
508b BRICK PAVING (DOUBLE COURSE) SM 279.75 38.19 492.81 202.69 1,013.44
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,132.95 481.58 3,598.44 1,303.24 6,516.21
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 70.85 275.72 749.72 274.07 1,370.36
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 213.43 103.71 161.07 119.55 597.77
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 273.19 132.75 206.17 153.03 765.15
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 345.60 288.91 561.50 299.00 1,495.02
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 432.00 361.14 701.88 373.75 1,868.77
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 345.60 288.91 323.12 239.41 1,197.04
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 432.00 361.14 403.90 299.26 1,496.30
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 362 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 61 SHEIKHUPURA
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 492.67 1,157.76 5,421.43 1,767.96 8,839.82
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,407.34 782.78 5,409.70 1,899.95 9,499.77
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 37.55 66.38 610.78 178.68 893.38
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 124.08 533.21 2,794.10 862.85 4,314.24
604d STEEL POST FOR METAL GUARD RAIL EACH 140.18 533.21 2,434.20 776.90 3,884.49
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,601.32 1,160.70 12,037.14 3,949.79 19,748.94
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,601.32 801.50 11,211.28 3,653.53 18,267.63
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 328.45 393.19 8,296.99 2,254.66 11,273.29
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 100.38 589.78 9,997.99 2,672.04 13,360.19
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 328.45 844.19 17,959.20 4,782.96 23,914.80
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,103.25 921.65 33,063.80 8,772.17 43,860.87
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 220.65 223.78 15,445.15 3,972.40 19,861.98
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 387.36 0.00 2,205.00 648.09 3,240.45
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 387.36 0.00 3,307.50 923.72 4,618.58
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 106.05 29.98 239.40 93.86 469.28
PAINT FOR 4.0 M ARROWS
Dcode 61 SHEIKHUPURA
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 106.05 52.71 728.20 221.74 1,108.70
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.16 7.50 34.58 11.81 59.05
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.16 13.18 99.75 29.52 147.61
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.16 7.50 46.11 14.69 73.46
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.16 13.18 133.00 37.83 189.17
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 106.05 29.98 333.90 117.48 587.41
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 106.05 52.71 1,257.80 354.14 1,770.70
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 88.65 29.98 159.60 69.56 347.78
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 88.65 52.71 486.20 156.89 784.45
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 88.65 29.98 222.60 85.31 426.53
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 88.65 52.71 839.80 245.29 1,226.45
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 13.34 111.18 168.46 73.25 366.23
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 13.34 111.18 198.46 80.75 403.73
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 150.46 182.71 354.03 171.80 859.01
610d TEN KILOMETER POST EACH 1,745.50 2,642.27 3,426.12 1,953.47 9,767.36
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 187.90 66.38 1,303.56 389.46 1,947.30
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 164.74 821.01 2.00 246.94 1,234.69
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
SIALKOT
(63)
SAMPAK INTERNATIONAL
Dcode 63 SIALKOT
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 10.45 262.58 1.88 68.73 343.63
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 30.02 635.47 4.22 167.43 837.14
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 120.06 2,541.89 16.89 669.71 3,348.55
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 6.42 227.95 0.00 58.59 292.97
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 157.77 360.08 125.00 160.71 803.56
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 24.17 541.85 0.00 141.50 707.52
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 16.11 422.98 0.00 109.77 548.87
106c EXCAVATE SURPLUS COMMON MATERIAL CM 5.25 205.65 0.00 52.73 263.63
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 157.77 360.08 125.00 160.71 803.56
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 27.71 492.05 0.00 129.94 649.69
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 13.81 422.98 0.00 109.20 545.99
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 153.92 400.09 125.00 169.75 848.77
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 138.53 442.22 0.00 145.19 725.94
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 79.16 316.49 0.00 98.91 494.56
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.93 234.11 18.00 65.51 327.55
EXCAVATION IN COMMON MATERIAL
Dcode 63 SIALKOT
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 28.66 578.46 144.73 187.96 939.81
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 21.49 637.82 8.55 166.97 834.83
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 19.10 574.85 8.00 150.49 752.44
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 11.37 119.41 152.97 70.94 354.68
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.99 43.86 5.15 12.75 63.75
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.44 30.11 2.73 8.57 42.85
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.20 23.59 2.80 6.90 34.49
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.83 26.79 2.80 7.85 39.27
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 114.95 2,324.40 9,240.14 2,919.87 14,599.36
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 114.95 2,324.40 9,409.16 2,962.13 14,810.64
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 123.39 2,427.71 9,231.36 2,945.61 14,728.07
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 123.39 2,427.71 9,419.17 2,992.57 14,962.84
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 353.26 2,060.49 61,664.37 16,019.53 80,097.64
MC-250
Dcode 63 SIALKOT
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 353.26 2,060.49 61,664.37 16,019.53 80,097.64
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 137.40 188.22 1,001.97 331.90 1,659.48
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 221.79 3,721.78 7,551.85 2,873.86 14,369.28
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 151.50 207.88 1,462.38 455.44 2,277.20
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.41 64.78 16.24 20.86 104.29
207b DEEP PATCHING (15-30 cm) SM 2.41 64.78 16.24 20.86 104.29
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.61 373.82 12.00 98.11 490.54
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.32 40.20 2.40 10.98 54.90
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.44 2.36 69.38 18.05 90.23
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.43 2.36 60.49 15.82 79.10
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.18 0.86 27.86 7.23 36.13
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.18 0.86 24.18 6.31 31.53
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 101.98 2,293.29 9,870.02 3,066.32 15,331.62
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 101.98 2,198.28 10,486.36 3,196.66 15,983.28
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 248.92 513.14 7,158.68 1,980.18 9,900.91
307b OPEN GRADED HOT BIT-MAC CM 248.92 513.14 6,935.87 1,924.48 9,622.41
Dcode 63 SIALKOT
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 43.16 1,050.92 3,603.18 1,174.31 5,871.57
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 311.13 1,746.20 61,664.37 15,930.42 79,652.12
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 761.66 2,175.42 4,312.40 1,812.37 9,061.86
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 761.66 2,175.42 4,548.33 1,871.35 9,356.77
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 761.66 2,175.42 4,827.73 1,941.20 9,706.02
401cii CONCRETE CLASS C (ON GROUND) CM 748.87 2,175.42 4,083.06 1,751.84 8,759.19
Dcode 63 SIALKOT
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,318.94 0.00 70,855.45 18,293.60 91,467.98
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,318.94 0.00 75,055.45 19,343.60 96,717.98
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,859.99 3,667.20 83,322.90 22,212.52 111,062.62
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,510.84 12,010.50 141,894.22 39,353.89 196,769.45
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 163.58 0.00 1,364.31 381.97 1,909.86
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 163.58 0.00 806.22 242.45 1,212.25
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 13.43 18.40 133.69 41.38 206.89
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 551.34 0.00 80,588.79 20,285.03 101,425.16
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 571.66 0.00 126,238.15 31,702.45 158,512.25
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 632.60 0.00 1,074,071.14 268,675.93 1,343,379.67
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 551.34 0.00 68,883.86 17,358.80 86,794.00
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 141.67 0.00 432.79 143.62 718.08
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.91
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.97
SIZE AND THICKNESS) - IMPORTED
Dcode 63 SIALKOT
406g STEEL OR METAL BEARING DEVICES KG 27.89 48.58 145.56 55.51 277.54
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 345.82 3,155.77 465.01 991.65 4,958.25
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 525.65 4,796.77 625.56 1,487.00 7,434.98
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 525.65 7,330.09 774.88 2,157.66 10,788.28
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 876.08 12,216.82 1,100.49 3,548.35 17,741.75
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 730.07 10,180.69 964.82 2,968.89 14,844.47
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,314.13 18,325.24 1,507.51 5,286.72 26,433.59
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 33,419.46 86,125.76 91,815.92 52,840.29 264,201.43
407i PILE LOAD TEST UPTO 240 TON EACH 33,419.46 86,125.76 199,010.84 79,639.02 398,195.08
407j PILE LOAD TEST UPTO 360 TON EACH 91,926.66 95,444.48 265,479.76 113,212.73 566,063.63
407k PILE LOAD TEST UPTO 550 TON EACH 135,807.06 119,305.60 421,933.70 169,261.59 846,307.95
407l PILE LOAD TEST UPTO 800 TON EACH 201,022.80 143,166.72 684,847.10 257,259.16 1,286,295.78
407m CONFIRMATORY BORING (NX SIZE) M 260.77 2,639.89 22.50 730.79 3,653.95
407n PERMANENT PILE CASING FOR PILES Ton 342.13 3,993.41 82,405.08 21,685.15 108,425.77
411a STONE MASONRY RANDOM DRY CM 500.86 165.94 1,621.99 572.20 2,860.99
411b STONE MASONRY RANDOM WITH MORTAR CM 595.87 263.54 2,630.57 872.50 4,362.48
411c STONE MASONRY DRESSED UNCOURSED DRY CM 688.37 165.94 1,966.35 705.16 3,525.82
411d STONE MASONRY DRESSED UNCOURSED WITH CM 780.88 263.54 2,909.53 988.49 4,942.44
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 1,033.40 419.50 2,909.53 1,090.61 5,453.03
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 331.07 554.74 913.93 449.93 2,249.67
DIA 310 mm
Page 371 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 63 SIALKOT
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 331.07 616.97 1,088.00 509.01 2,545.06
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 311.82 1,097.40 1,311.48 680.18 3,400.89
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 327.80 1,377.91 1,916.94 905.66 4,528.31
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 380.33 1,772.89 3,163.93 1,329.29 6,646.44
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 471.36 2,187.37 4,879.92 1,884.66 9,423.31
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 610.00 2,171.36 5,911.56 2,173.23 10,866.16
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 719.28 2,636.66 11,349.65 3,676.40 18,381.98
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 850.62 3,076.10 16,284.39 5,052.78 25,263.88
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 331.07 554.74 1,184.94 517.69 2,588.43
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 322.74 616.97 1,436.45 594.04 2,970.20
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 311.82 1,097.40 1,659.92 767.29 3,836.44
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 327.80 1,377.91 2,575.11 1,070.20 5,351.02
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 380.33 1,772.89 3,976.96 1,532.54 7,662.72
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 471.36 2,187.37 5,963.96 2,155.67 10,778.36
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 610.00 2,171.36 7,460.19 2,560.39 12,801.94
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 719.28 2,636.66 14,068.91 4,356.21 21,781.06
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 850.62 3,076.10 20,968.30 6,223.75 31,118.77
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 130.43 157.23 751.60 259.82 1,299.08
PIPE CULVERT
Dcode 63 SIALKOT
502b CONCRETE CLASS B IN BEDDING AND CM 1,115.60 845.94 3,162.84 1,281.10 6,405.49
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.81 0.00 115.34 30.79 153.94
508a BRICK PAVING (SINGLE COURSE) SM 159.23 38.19 215.55 103.24 516.22
508b BRICK PAVING (DOUBLE COURSE) SM 284.24 38.19 426.44 187.22 936.09
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,149.60 481.58 3,699.68 1,332.72 6,663.58
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 71.43 275.72 730.99 269.53 1,347.67
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 216.94 103.71 215.23 133.97 669.85
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 277.68 132.75 275.50 171.48 857.41
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 351.69 288.91 613.58 313.55 1,567.73
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 439.61 361.14 766.98 391.93 1,959.66
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 351.69 288.91 377.87 254.62 1,273.08
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 439.61 361.14 472.33 318.27 1,591.35
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 373 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 63 SIALKOT
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 504.14 1,157.76 5,492.42 1,788.58 8,942.90
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,432.05 782.78 5,479.90 1,923.68 9,618.41
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 38.17 66.38 620.56 181.28 906.38
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 126.12 533.21 2,812.84 868.04 4,340.21
604d STEEL POST FOR METAL GUARD RAIL EACH 142.77 533.21 2,450.03 781.50 3,907.52
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,629.38 1,160.70 12,175.08 3,991.29 19,956.44
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,629.38 801.50 11,344.72 3,693.90 18,469.50
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 333.43 393.19 8,348.23 2,268.71 11,343.57
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 101.88 589.78 10,062.61 2,688.57 13,442.84
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 333.43 844.19 18,083.83 4,815.36 24,076.81
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,112.72 921.65 33,281.37 8,828.94 44,144.68
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 222.54 223.78 15,532.83 3,994.79 19,973.94
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 397.92 0.00 2,216.03 653.49 3,267.44
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 397.92 0.00 3,324.04 930.49 4,652.45
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 108.92 29.98 243.81 95.68 478.39
PAINT FOR 4.0 M ARROWS
Dcode 63 SIALKOT
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 108.92 52.71 741.44 225.77 1,128.84
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.23 7.50 34.58 11.83 59.14
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.23 13.18 99.75 29.54 147.70
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.23 7.50 46.11 14.71 73.55
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.23 13.18 133.00 37.85 189.27
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 108.92 29.98 333.90 118.20 591.00
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 108.92 52.71 1,257.80 354.86 1,774.29
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 90.92 29.98 162.54 70.86 354.30
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 90.92 52.71 495.04 159.67 798.34
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 90.92 29.98 222.60 85.88 429.38
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 90.92 52.71 839.80 245.86 1,229.29
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 13.59 111.18 172.56 74.33 371.67
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 13.59 111.18 202.56 81.83 409.17
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 151.54 182.71 362.45 174.18 870.88
610d TEN KILOMETER POST EACH 1,770.95 2,642.27 3,480.71 1,973.48 9,867.41
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 190.35 66.38 1,327.72 396.11 1,980.55
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 167.42 821.01 2.00 247.61 1,238.04
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
SAMPAK INTERNATIONAL
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 9.95 262.58 1.88 68.60 343.00
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 28.39 635.47 4.22 167.02 835.10
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 113.55 2,541.89 16.89 668.08 3,340.41
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 6.39 227.95 0.00 58.59 292.93
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 154.01 360.08 125.00 159.77 798.87
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 23.41 541.85 0.00 141.32 706.58
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 15.68 422.98 0.00 109.67 548.33
106c EXCAVATE SURPLUS COMMON MATERIAL CM 5.23 205.65 0.00 52.72 263.60
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 154.01 360.08 125.00 159.77 798.87
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 27.08 492.05 0.00 129.78 648.91
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 13.38 422.98 0.00 109.09 545.45
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 150.45 400.09 125.00 168.88 844.42
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 135.40 442.22 0.00 144.40 722.02
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 77.37 316.49 0.00 98.46 492.32
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 9.70 234.11 18.00 65.45 327.27
EXCAVATION IN COMMON MATERIAL
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 27.74 578.46 144.73 187.73 938.66
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 20.80 637.82 8.55 166.79 833.97
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 18.49 574.85 8.00 150.33 751.67
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 11.04 119.41 152.97 70.85 354.27
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.94 43.86 5.15 12.74 63.69
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 1.41 30.11 2.73 8.56 42.81
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 1.16 23.59 2.80 6.89 34.44
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.77 26.79 2.80 7.84 39.20
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 109.42 2,324.40 9,414.78 2,962.15 14,810.76
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 109.42 2,324.40 9,632.88 3,016.67 15,083.37
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 117.62 2,427.71 9,405.96 2,987.82 14,939.10
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 117.62 2,427.71 9,642.98 3,047.08 15,235.39
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 344.91 2,060.49 62,200.84 16,151.56 80,757.80
MC-250
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 344.91 2,060.49 62,200.84 16,151.56 80,757.80
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 128.35 188.22 1,088.62 351.30 1,756.49
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 212.77 3,721.78 7,727.45 2,915.50 14,577.51
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 141.29 207.88 1,318.73 416.97 2,084.87
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 2.35 64.78 17.58 21.18 105.89
207b DEEP PATCHING (15-30 cm) SM 2.35 64.78 17.58 21.18 105.89
209a BREAKING OF EXISTING ROAD PAVEMENT CM 6.55 373.82 12.00 98.09 490.46
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 1.31 40.20 2.40 10.98 54.89
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.43 2.36 69.92 18.18 90.88
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.42 2.36 61.02 15.95 79.75
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.17 0.86 28.08 7.28 36.39
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.17 0.86 24.40 6.36 31.79
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 97.46 2,293.29 10,066.42 3,114.29 15,571.46
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 97.46 2,198.28 10,665.86 3,240.40 16,202.00
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 236.40 513.14 7,308.12 2,014.41 10,072.07
307b OPEN GRADED HOT BIT-MAC CM 236.40 513.14 7,073.79 1,955.83 9,779.15
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 41.16 1,050.92 3,603.18 1,173.81 5,869.07
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 302.78 1,746.20 62,200.84 16,062.46 80,312.28
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 742.53 2,175.42 4,565.69 1,870.91 9,354.55
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 742.53 2,175.42 4,786.30 1,926.07 9,630.33
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 742.53 2,175.42 5,051.13 1,992.27 9,961.36
401cii CONCRETE CLASS C (ON GROUND) CM 724.52 2,175.42 4,286.86 1,796.70 8,983.50
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,268.86 0.00 71,253.75 18,380.65 91,903.26
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 2,268.86 0.00 75,453.75 19,430.65 97,153.26
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,819.93 3,667.20 83,322.90 22,202.51 111,012.54
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 3,510.84 12,010.50 141,686.15 39,301.87 196,509.36
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 158.02 0.00 1,364.29 380.58 1,902.88
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 158.02 0.00 812.10 242.53 1,212.65
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 13.05 18.40 133.69 41.28 206.42
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 538.82 0.00 80,588.79 20,281.90 101,409.51
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 557.57 0.00 126,238.15 31,698.93 158,494.65
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 613.82 0.00 1,074,071.14 268,671.24 1,343,356.20
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 538.82 0.00 68,883.86 17,355.67 86,778.35
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 136.67 0.00 435.89 143.14 715.69
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.50 0.38 1.91
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 3.15 0.79 3.96
SIZE AND THICKNESS) - IMPORTED
406g STEEL OR METAL BEARING DEVICES KG 26.89 48.58 145.56 55.26 276.28
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 345.16 3,155.77 465.01 991.49 4,957.43
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 524.65 4,796.77 625.56 1,486.75 7,433.73
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 524.65 7,330.09 774.88 2,157.41 10,787.03
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 874.41 12,216.82 1,100.49 3,547.93 17,739.66
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 728.68 10,180.69 964.82 2,968.55 14,842.73
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 1,311.62 18,325.24 1,507.51 5,286.09 26,430.46
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 31,165.86 86,125.76 95,587.60 53,219.81 266,099.03
407i PILE LOAD TEST UPTO 240 TON EACH 31,165.86 86,125.76 206,554.20 80,961.46 404,807.28
407j PILE LOAD TEST UPTO 360 TON EACH 85,165.86 95,444.48 276,794.80 114,351.29 571,756.43
407k PILE LOAD TEST UPTO 550 TON EACH 125,665.86 119,305.60 440,363.50 171,333.74 856,668.70
407l PILE LOAD TEST UPTO 800 TON EACH 185,998.80 143,166.72 714,420.50 260,896.51 1,304,482.53
407m CONFIRMATORY BORING (NX SIZE) M 251.38 2,639.89 22.50 728.44 3,642.21
407n PERMANENT PILE CASING FOR PILES Ton 329.61 3,993.41 82,405.08 21,682.02 108,410.12
411a STONE MASONRY RANDOM DRY CM 483.33 165.94 1,417.98 516.81 2,584.06
411b STONE MASONRY RANDOM WITH MORTAR CM 573.33 263.54 2,596.22 858.27 4,291.36
411c STONE MASONRY DRESSED UNCOURSED DRY CM 663.33 165.94 1,746.03 643.82 3,219.12
411d STONE MASONRY DRESSED UNCOURSED WITH CM 753.33 263.54 2,816.46 958.33 4,791.66
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 993.33 419.50 2,816.46 1,057.32 5,286.60
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 311.67 554.74 1,259.03 531.36 2,656.79
DIA 310 mm
Page 382 of 397
CLIENT: CSR - 2011 CONSULTANT:
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 311.67 616.97 1,606.85 633.87 3,169.36
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 295.55 1,097.40 1,981.52 843.62 4,218.09
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 309.59 1,377.91 3,014.49 1,175.50 5,877.48
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 359.84 1,772.89 4,304.82 1,609.39 8,046.94
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 447.46 2,187.37 6,033.38 2,167.05 10,835.26
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 579.07 2,171.36 7,980.58 2,682.75 13,413.76
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 681.72 2,636.66 10,399.13 3,429.38 17,146.88
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 807.84 3,076.10 17,386.58 5,317.63 26,588.15
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 311.67 554.74 1,338.09 551.12 2,755.62
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 303.33 616.97 1,773.23 673.38 3,366.92
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 295.55 1,097.40 2,459.42 963.09 4,815.47
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 309.59 1,377.91 4,219.27 1,476.69 7,383.45
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 359.84 1,772.89 5,679.52 1,953.06 9,765.31
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 447.46 2,187.37 8,356.80 2,747.91 13,739.54
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 579.07 2,171.36 10,850.34 3,400.19 17,000.96
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 681.72 2,636.66 13,822.58 4,285.24 21,426.20
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 807.84 3,076.10 25,099.06 7,245.75 36,228.75
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 123.33 157.23 831.64 278.05 1,390.26
PIPE CULVERT
502b CONCRETE CLASS B IN BEDDING AND CM 1,080.83 845.94 3,452.20 1,344.74 6,723.71
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 7.60 0.00 115.34 30.73 153.67
508a BRICK PAVING (SINGLE COURSE) SM 152.72 38.19 277.02 116.98 584.92
508b BRICK PAVING (DOUBLE COURSE) SM 272.72 38.19 548.95 214.97 1,074.83
509g REINFORCED CONCRETE SLOPE PROTECTION CM 1,099.52 481.58 3,952.65 1,383.44 6,917.19
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 67.25 275.72 809.18 288.04 1,440.20
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 208.33 103.71 182.08 123.53 617.65
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 266.67 132.75 233.06 158.12 790.60
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 338.67 288.91 613.60 310.30 1,551.48
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 423.33 361.14 767.00 387.87 1,939.35
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 338.67 288.91 373.94 250.38 1,251.89
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 423.33 361.14 467.42 312.97 1,564.87
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 384 of 397
CLIENT: CSR - 2011 CONSULTANT:
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 491.83 1,157.76 5,644.19 1,823.44 9,117.22
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 1,378.84 782.78 5,632.23 1,948.46 9,742.30
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 36.67 66.38 638.80 185.46 927.30
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 121.11 533.21 2,826.80 870.28 4,351.41
604d STEEL POST FOR METAL GUARD RAIL EACH 137.76 533.21 2,459.40 782.59 3,912.97
605a CONCRETE BEAM GUARDRAIL (INCL. CM 2,491.66 1,160.70 12,468.47 4,030.21 20,151.03
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 2,491.66 801.50 11,633.37 3,731.63 18,658.16
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 319.24 393.19 8,356.42 2,267.21 11,336.06
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 97.50 589.78 10,074.89 2,690.54 13,452.71
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 319.24 844.19 18,167.59 4,832.75 24,163.77
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 1,048.86 921.65 33,407.00 8,844.38 44,221.90
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 209.77 223.78 15,557.96 3,997.88 19,989.39
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 391.66 0.00 2,216.03 651.92 3,259.61
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 391.66 0.00 3,324.04 928.93 4,644.63
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 107.17 29.98 241.29 94.61 473.05
PAINT FOR 4.0 M ARROWS
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 107.17 52.71 728.20 222.02 1,110.10
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.00 7.50 34.58 11.77 58.85
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.00 13.18 99.75 29.48 147.41
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 5.00 7.50 46.11 14.65 73.26
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 5.00 13.18 133.00 37.79 188.97
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 107.17 29.98 333.90 117.76 588.81
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 107.17 52.71 1,257.80 354.42 1,772.10
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 89.17 29.98 160.86 70.00 350.01
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 89.17 52.71 486.20 157.02 785.10
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 89.17 29.98 222.60 85.44 427.18
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 89.17 52.71 839.80 245.42 1,227.10
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 13.13 111.18 171.77 74.02 370.10
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 13.13 111.18 201.77 81.52 407.60
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 142.36 182.71 384.61 177.42 887.10
610d TEN KILOMETER POST EACH 1,693.33 2,642.27 3,610.54 1,986.53 9,932.67
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 181.34 66.38 1,271.45 379.79 1,898.96
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 160.71 821.01 2.00 245.93 1,229.65
INCLUDING MAINTENANCE FOR 2 YEARS
January- 2011
VEHARI
(71)
SAMPAK INTERNATIONAL
Dcode 71 VEHARI
102a REMOVAL OF TREES 150-300 mm GIRTH EACH 6.63 262.58 1.88 67.77 338.86
102b REMOVAL OF TREES 301-600 mm GIRTH EACH 18.93 635.47 4.22 164.65 823.27
102c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 75.70 2,541.89 16.89 658.62 3,293.10
106a EXCAVATE UNSUITABLE COMMON MATERIAL CM 4.26 227.95 0.00 58.05 290.27
106bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 102.67 360.08 125.00 146.94 734.69
106bii EXCAVATE UNSUITBALE MEDIUM ROCK CM 15.61 541.85 0.00 139.37 696.83
MATERIAL
106biii EXCAVATE UNSUITBALE SOFT ROCK MATERIAL CM 10.45 422.98 0.00 108.36 541.80
106c EXCAVATE SURPLUS COMMON MATERIAL CM 3.49 205.65 0.00 52.28 261.42
106di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 102.67 360.08 125.00 146.94 734.69
106dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 18.05 492.05 0.00 127.53 637.63
106diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 8.92 422.98 0.00 107.98 539.88
107ci STRUCTURAL EXCAVATION IN HARD ROCK CM 100.29 400.09 125.00 156.35 781.73
MATERIAL
107cii STRUCTURAL EXCAVATION IN MEDIUM ROCK CM 90.27 442.22 0.00 133.12 665.60
MATERIAL
107ciii STRUCTURAL EXCAVATION IN SOFT ROCK CM 51.58 316.49 0.00 92.02 460.08
MATERIAL
108a FORMATION OF EMBANKMENT FROM ROADWAY CM 6.47 234.11 18.00 64.64 323.22
EXCAVATION IN COMMON MATERIAL
Dcode 71 VEHARI
108bi FORMATION OF EMBANKMENT FROM ROADWAY CM 18.49 578.46 144.73 185.42 927.11
EXCAVATION IN HARD ROCK MATERIAL
108bii FORMATION OF EMBANKMENT FROM ROADWAY CM 13.87 637.82 8.55 165.06 825.30
EXCAVATION IN MEDIUM ROCK MATERIAL
108biii FORMAITON OF EMBANKMENT FROM ROADWAY CM 12.33 574.85 8.00 148.79 743.97
EXCAVATION IN SOFT ROCK MATERIAL
108c FORMATION OF EMBANKMENT FROM BORROW CM 7.36 119.41 152.97 69.93 349.67
EXCAVATION IN COMMON MATERIAL
109a SUBGRADE PREPARATION IN EARTH CUT SM 1.29 43.86 5.15 12.58 62.88
109bi SUBGRADE PREPARATION IN EXISTING ROAD SM 0.94 30.11 2.73 8.44 42.22
WITHOUT ANY FILL
114a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.77 23.59 2.80 6.79 33.96
114b DRESSING OF BERM WITH EXTRA MATERIAL SM 1.18 26.79 2.80 7.69 38.46
203a ASPHALTIC BASE COURSE PLANT MIX (CLASS A) CM 72.95 2,324.40 9,678.14 3,018.87 15,094.36
203b ASPHALTIC BASE COURSE PLANT MIX (CLASS B) CM 72.95 2,324.40 9,891.08 3,072.11 15,360.54
203c ASPHALTIC LEVELLING COURSE PLANT MIX CM 78.41 2,427.71 9,669.28 3,043.85 15,219.25
(CLASS A)
203d ASPHALTIC LEVELLING COURSE PLANT MIX CM 78.41 2,427.71 9,901.20 3,101.83 15,509.16
(CLASS B)
204d LIQUID ASPHALT FOR CURING SEAL, TYPE TON 229.93 2,060.49 62,462.37 16,188.20 80,941.00
MC-250
Dcode 71 VEHARI
204e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE TON 229.93 2,060.49 62,462.37 16,188.20 80,941.00
SS-1
205a GRADED CRUSHED AGGREGATE CRACK-RELIEF CM 85.57 188.22 1,270.34 386.03 1,930.16
LAYER
205b ASPHALTIC OPEN-GRADED PLANT MIX CRACK CM 141.85 3,721.78 7,924.22 2,946.96 14,734.81
RELIEF LAYER
206b WATER BOUND MACADAM BASE WITH COARSE CM 94.19 207.88 1,413.42 428.87 2,144.37
AGG: CLASS B
207a DEEP PATCHING (0-15 cm) SM 1.57 64.78 22.72 22.27 111.33
207b DEEP PATCHING (15-30 cm) SM 1.57 64.78 22.72 22.27 111.33
209a BREAKING OF EXISTING ROAD PAVEMENT CM 4.36 373.82 12.00 97.55 487.73
STRUCTURE
209b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 0.87 40.20 2.40 10.87 54.34
302a CUT-BACK ASPHALT FOR BITUMINOUS PRIME SM 0.29 2.36 70.18 18.21 91.03
COAT
302b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME SM 0.28 2.36 61.29 15.98 79.91
COAT
303a CUT-BACK ASPHALT FOR BITUMINOUS TACK SM 0.11 0.86 28.18 7.29 36.45
COAT.
303b EMULSIFIED ASPHALT FOR BITUMINOUS TACK SM 0.11 0.86 24.50 6.37 31.85
COAT.
305a ASPHALTIC CONCRETE FOR WEARING COURSE CM 64.97 2,293.29 10,342.89 3,175.29 15,876.44
(CLASS A)
305b ASPHALTIC CONCRETE FOR WEARING COURSE CM 64.97 2,198.28 10,936.02 3,299.82 16,499.09
(CLASS B)
307a DENSE GRADED HOT BIT-MAC CM 157.60 513.14 7,539.46 2,052.55 10,262.74
307b OPEN GRADED HOT BIT-MAC CM 157.60 513.14 7,281.17 1,987.97 9,939.87
Dcode 71 VEHARI
308a RECYCLING OF ASPHALT CONCRETE (0-60 mm CM 27.44 1,050.92 3,603.18 1,170.38 5,851.92
THICK)
308b BITUMEN BINDER GRADE (40-50, 60-70, 80-100) TON 201.85 1,746.20 62,462.37 16,102.61 80,513.03
401a1ii CONCRETE CLASS A1 (ON GROUND) CM 495.02 2,175.42 4,621.85 1,823.07 9,115.36
401a2ii CONCRETAE CLASS A2 (ON GROUND) CM 495.02 2,175.42 4,824.51 1,873.74 9,368.69
401a3ii CONCRETE CLASS A3 (ON GROUND) CM 495.02 2,175.42 5,122.66 1,948.28 9,741.38
401cii CONCRETE CLASS C (ON GROUND) CM 483.01 2,175.42 4,382.95 1,760.35 8,801.73
Dcode 71 VEHARI
404a REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,512.56 0.00 71,346.93 18,214.87 91,074.36
40
404b REINFORCEMENT AS PER AASHTO M. 31 GRADE TON 1,512.56 0.00 75,546.93 19,264.87 96,324.36
60
404h REINFORCEMENT (STRUCTURAL SHAPES) AS TON 1,213.28 3,667.20 83,734.45 22,153.73 110,768.66
PER ASTM-A-36
405a PRE-STRESSING WIRE STRAND 3/8"-1/2" DIA TON 2,340.53 12,010.50 142,526.13 39,219.29 196,096.45
COMPLETE IN ALL RESPECT.
406a PREMOULDED JOINT FILLER 12 mm THICK WITH SM 105.34 0.00 1,381.83 371.79 1,858.97
BITUMASTIC JOINT SEAL
406b NEOPRENE RUBBER JOINT FILLER 12 mm THICK SM 105.34 0.00 811.64 229.25 1,146.23
WITH BITUMASTIC JOINT SEAL
406ci STEEL EXPANSION JOINTS (Local) KG 8.70 18.40 133.69 40.20 200.98
406cii STEEL EXPANSION JOINT WITH TWO EXTRUDED M 359.20 0.00 80,969.66 20,332.21 101,661.07
ALUMINIUM ALLOY SECTIONS FOR 50mm
MOVEMENT (IMPORTED)
406ciii STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 371.70 0.00 126,816.02 31,796.93 158,984.65
ALLOY TRIANGULAR TEETH FOR 110mm
MOVEMENT (IMPORTED)
406civ STEEL EXPANSION JOINT WITH CAST ALUMINIUM M 409.20 0.00 1,079,324.44 269,933.41 1,349,667.05
ALLOY CANTILEVER TEETH FOR 300mm
MOVEMENT (IMPORTED)
406cv STEEL EXPANSION JOINT MONOBLOC TYPE FOR M 359.20 0.00 69,215.53 17,393.68 86,968.42
65mm MOVEMENT (IMPORTED)
406dii PVC WATER STOP 8" SIZE M 91.11 0.00 440.09 132.80 664.00
406e ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.02 0.00 1.52 0.38 1.92
SIZE AND THICKNESS) - LOCAL
406ei ELASTOMERIC BEARING PADS (ACCORDING TO c.cm 0.01 0.00 3.18 0.80 3.99
SIZE AND THICKNESS) - IMPORTED
Dcode 71 VEHARI
406g STEEL OR METAL BEARING DEVICES KG 17.92 48.58 145.56 53.02 265.08
407d1 CAST IN PLACE PILES UPTO 1.00 M DIA IN M 230.11 3,155.77 469.74 963.91 4,819.53
NORMAL SOIL (BORING ONLY)
407d2 CAST IN PLACE PILES UPTO 1. 00 M DIA IN M 349.76 4,796.77 632.76 1,444.82 7,224.12
GRAVEL STRATA (BORING ONLY)
407d3 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN NORMAL M 349.76 7,330.09 782.88 2,115.68 10,578.42
SOIL (BORING ONLY)
407d4 CAST IN PLACE PILES 1.1 - 1.5 M DIA IN GRAVEL M 582.93 12,216.82 1,113.83 3,478.40 17,391.98
STRATA (BORING ONLY)
407d5 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN NORMAL M 485.78 10,180.69 975.93 2,910.60 14,553.00
SOIL (BORING ONLY)
407d6 CAST IN PLACE PILES 1.6 - 2.0 M DIA IN GRAVEL M 874.40 18,325.24 1,527.51 5,181.79 25,908.93
STRATA (BORING ONLY)
407h PILE LOAD TEST UPTO 120 TON EACH 20,777.10 86,125.76 110,025.76 54,232.16 271,160.78
407i PILE LOAD TEST UPTO 240 TON EACH 20,777.10 86,125.76 235,430.52 85,583.35 427,916.73
407j PILE LOAD TEST UPTO 360 TON EACH 56,777.10 95,444.48 320,109.28 118,082.72 590,413.58
407k PILE LOAD TEST UPTO 550 TON EACH 83,777.10 119,305.60 510,913.60 178,499.08 892,495.38
407l PILE LOAD TEST UPTO 800 TON EACH 123,999.00 143,166.72 827,628.80 273,698.63 1,368,493.15
407m CONFIRMATORY BORING (NX SIZE) M 167.59 2,639.89 22.50 707.49 3,537.47
407n PERMANENT PILE CASING FOR PILES Ton 219.73 3,993.41 82,817.66 21,757.70 108,788.51
411a STONE MASONRY RANDOM DRY CM 322.22 165.94 1,461.63 487.45 2,437.23
411b STONE MASONRY RANDOM WITH MORTAR CM 382.22 263.54 2,578.64 806.10 4,030.50
411c STONE MASONRY DRESSED UNCOURSED DRY CM 442.22 165.94 1,817.01 606.29 3,031.46
411d STONE MASONRY DRESSED UNCOURSED WITH CM 502.22 263.54 2,841.52 901.82 4,509.10
MORTAR
412a STONE MASONARY DRESSED COURSED WITH CM 662.22 419.50 2,841.52 980.81 4,904.04
MORTAR
501a R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 207.78 554.74 1,303.46 516.49 2,582.46
DIA 310 mm
Page 393 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 71 VEHARI
501b R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 207.78 616.97 1,681.80 626.64 3,133.18
DIA 380 mm
501c R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 197.03 1,097.40 2,094.70 847.28 4,236.41
DIA 460 mm
501d R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 206.39 1,377.91 3,204.43 1,197.18 5,985.91
DIA 610 mm
501e R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 239.89 1,772.89 4,687.51 1,675.07 8,375.37
DIA 760 mm
501f R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 298.30 2,187.37 6,608.11 2,273.45 11,367.23
DIA 910 mm
501g R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 386.04 2,171.36 8,555.33 2,778.18 13,890.92
DIA 1070 mm
501h R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 454.48 2,636.66 10,997.74 3,522.22 17,611.09
DIA 1220 mm
501i R.C.C. PIPE CULVERT AASHTO M 170 CLASS II M 538.56 3,076.10 19,728.10 5,835.69 29,178.44
DIA 1520 mm
501j R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 207.78 554.74 1,382.52 536.26 2,681.29
DIA 310 mm
501k R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 202.22 616.97 1,848.18 666.84 3,334.21
DIA 380 mm
501l R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 197.03 1,097.40 2,572.60 966.76 4,833.78
DIA 460 mm
501m R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 206.39 1,377.91 4,409.21 1,498.38 7,491.89
DIA 610 mm
501n R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 239.89 1,772.89 6,062.21 2,018.75 10,093.74
DIA 760 mm
501o R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 298.30 2,187.37 8,931.53 2,854.30 14,271.50
DIA 910 mm
501p R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 386.04 2,171.36 11,425.09 3,495.62 17,478.12
DIA 1070 mm
501q R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 454.48 2,636.66 14,421.19 4,378.08 21,890.40
DIA 1220 mm
501r R.C.C. PIPE CULVERT AASHTO M 170 CLASS IV M 538.56 3,076.10 27,440.58 7,763.81 38,819.04
DIA 1520 mm
502a GRANULAR MATERIAL IN BED TO CONCRETE CM 82.22 157.23 1,002.62 310.52 1,552.60
PIPE CULVERT
Dcode 71 VEHARI
502b CONCRETE CLASS B IN BEDDING AND CM 720.54 845.94 3,491.38 1,264.47 6,322.34
ENCASEMENT OF CONCRETE PIPE CULVERT
507a STEEL WIRE MESH FOR GABIONS KG 5.07 0.00 117.40 30.62 153.08
508a BRICK PAVING (SINGLE COURSE) SM 101.81 38.19 285.23 106.31 531.54
508b BRICK PAVING (DOUBLE COURSE) SM 181.81 38.19 563.72 195.93 979.65
509g REINFORCED CONCRETE SLOPE PROTECTION CM 733.01 481.58 3,978.72 1,298.33 6,491.63
20 cm THICK EXCLUDING REINFORCEMENT
509h FILTER LAYER OF GRANULAR MATERIAL CM 44.84 275.72 985.48 326.51 1,632.54
511a1 DRY STONE PITCHING (15-20 cm THICK) SM 138.89 103.71 189.17 107.94 539.71
511a2 DRY STONE PITCHING (20-25 cm THICK) SM 177.78 132.75 242.14 138.17 690.83
511b1 GROUTED STONE PITCHING (15-20 cm THICK) SM 225.78 288.91 619.50 283.55 1,417.74
WITH BITUMEN JOINTS
511b2 GROUTED STONE PITCHING (20-25 cm THICK) SM 282.22 361.14 774.38 354.43 1,772.17
WITH BITUMEN JOINTS
511b3 GROUTED STONE PITCHING (15-20 cm THICK) SM 225.78 288.91 371.04 221.43 1,107.16
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
511b4 GROUTED STONE PITCHING (20-25 cm THICK) SM 282.22 361.14 463.80 276.79 1,383.95
WITHIN PCC BANDS (PAID SEPERATELY) W/O
BITUMEN JOINTS
Page 395 of 397
CLIENT: CSR - 2011 CONSULTANT:
Dcode 71 VEHARI
601ai RCC NEW JERSY BARRIER (IN-SITU) FOR M 327.88 1,157.76 5,678.05 1,790.92 8,954.61
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601di RCC NEW JERSY BARRIER (PRECAST) FOR M 919.22 782.78 5,667.58 1,842.39 9,211.97
MEDIAN DOUBLE FACE (INCL. REINFORCEMENT)
601dii PRECAST CURB IN CONCRETE CLASS A-1 OF M 24.44 66.38 587.68 169.62 848.12
SIZE 450X150 mm INCL. BEDDING & HAUNCHING
604b METAL GUARD RAIL END PIECES EACH 80.74 533.21 2,841.47 863.86 4,319.28
604d STEEL POST FOR METAL GUARD RAIL EACH 91.84 533.21 2,472.71 774.44 3,872.20
605a CONCRETE BEAM GUARDRAIL (INCL. CM 1,661.10 1,160.70 12,576.74 3,849.63 19,248.17
REINFORCEMENT)
605c CONCRETE POST FOR GUARDRAIL (INCL. CM 1,661.10 801.50 11,740.57 3,550.79 17,753.97
REINFORCEMENT)
607a TRAFFIC ROAD SIGNS CATEGORY 1 EACH 212.83 393.19 8,411.36 2,254.34 11,271.72
607b TRAFFIC ROAD SIGNS CATEGORY 2 EACH 65.00 589.78 10,145.00 2,699.95 13,499.73
607c TRAFFIC ROAD SIGNS CATEGORY 3 (a) EACH 212.83 844.19 18,246.74 4,825.94 24,129.69
607d TRAFFIC ROAD SIGNS CATEGORY 3 (b) EACH 699.24 921.65 33,556.52 8,794.35 43,971.76
607e TRAFFIC ROAD SIGNS CATEGORY 3 (c) SM 139.85 223.78 15,624.80 3,997.11 19,985.53
607f ADDITIONAL PANEL SIZE 60 cm x 30 cm. EACH 261.10 0.00 2,227.11 622.05 3,110.26
607g ADDITIONAL PANEL SIZE 90 cm x 30 cm. EACH 261.10 0.00 3,340.66 900.44 4,502.20
608d1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 71.44 29.98 245.70 86.78 433.91
PAINT FOR 4.0 M ARROWS
Dcode 71 VEHARI
608d2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 71.44 52.71 748.06 218.05 1,090.27
PAINT FOR 4.0 M ARROWS
608h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 3.33 7.50 34.58 11.35 56.76
FOR LINES OF 15 cm WIDTH
608h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 3.33 13.18 99.75 29.07 145.33
FOR LINES OF 15 cm WIDTH
608i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT M 3.33 7.50 46.11 14.23 71.17
OF 20 cm WIDTH
608i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT M 3.33 13.18 133.00 37.38 186.89
OF 20 cm WIDTH
608j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 71.44 29.98 333.90 108.83 544.16
FOR 4.0 M ARROWS
608j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 71.44 52.71 1,257.80 345.49 1,727.44
FOR 4.0 M ARROWS
608n1 PAVEMENT MARKING IN NON-REFLECTIVE CR EACH 59.44 29.98 163.80 63.31 316.53
PAINT FOR STOP
608n2 PAVEMENT MARKING IN NON-REFLECTIVE TP EACH 59.44 52.71 499.46 152.90 764.52
PAINT FOR STOP
608n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT EACH 59.44 29.98 222.60 78.01 390.03
FOR STOP
608n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT EACH 59.44 52.71 839.80 237.99 1,189.94
FOR STOP
609c REFLECTORISED PAVEMENT STUD (RAISED EACH 8.75 111.18 175.70 73.91 369.53
PROFILE TYPE - SINGLE)
609d REFLECTORISED PAVEMENT STUD (RAISED EACH 8.75 111.18 206.70 81.66 408.28
PROFILE TYPE - DOUBLE)
610b RIGHT OF WAY MARKER (0.20 x 0.20 x 1.2) M EACH 94.91 182.71 392.21 167.46 837.29
610d TEN KILOMETER POST EACH 1,128.88 2,642.27 3,658.68 1,857.46 9,287.29
611a GALVANIZED WIRE MESH FENCE 1500 mm HIGH M 120.89 66.38 1,383.94 392.80 1,964.01
PRECAST PRESTRESSED R.C.C. POSTS
COMPLETE IN ALL RESPECTS AS PER M-2
STANDARD
612a FURNISHING AND PLANTING OF TREES EACH 107.14 821.01 2.00 232.54 1,162.69
INCLUDING MAINTENANCE FOR 2 YEARS
Engr. Atta-ul-Mohsin
Deputy Director (QS)
i
SERVICES (Sampak International)
Sampak Team Members, whose dedicated services contributed towards
successful accomplishment of the assignment:
Engr. S. M. A. Shirazi
Team Leader
ii
REFERENCES
• "Manual of Quarry Materials" Vol 1-9, Sampak International (Pvt.) Ltd., Lahore.
• "Civil Engineering Estimating & Costing" V.N. Vazirani, S.P. Chandola Khanna Publisher.
iii
NATIONAL HIGHWAY AUTHORITY
NHA HQ, 27, Mauve Area, G-9/1
Islamabad
UAN: 111-000-642
Web: www.nha.gov.pk
Email: info@nha.gov.pk
PREPARED BY:
SAMPAK INTERNATIONAL (PVT) LTD.
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