zone2 csr rates punjab

8/10/2019 zone2 csr rates punjab

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P KIST N

W TER ND POWER DEVELOPMENT UTHORITY

ZONE-2

Lahore, Gujranwala, Sialkot, Jhang, Faisalabad, Hafizabad, Sheikhupura,Nankana sahib, Narowal, Toba Tek Singh, Bhakkar, Sahiwal, Okara,

Pakpattan and Kasur

RATES DIRECTORATECOORDINATION & MONITORING DIVISION (WATER)

WAPDA HOUSE, LAHORE (Pakistan)January, 2013


2/251WAPDA WCSR-2013 (Zone-2)

Reproduction in part or whole of this book by an Individual, Department,Agency, Consultants, Contractor or Firm etc. is strictly prohibited.

Rs 1000/-


3/251WAPDA WCSR-2013 (Zone-2)


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WAPDA WCSR-2013 (Zone-2)

SECTION 1

CARRIAGE OF MATERIAL,

LOADING AND UNLOADING


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SECTION 2

EARTHWORK(EXCAVATION AND EMBANKMENT)


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SECTION 3

DISMANTLING (DEMOLITION)


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SECTION 4

M O R T A R


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SECTION 5

C O N C R E T E


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SECTION 6

B R I C K W O R K


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SECTION 7

S T O N E M A S O N R Y


11/251


SECTION 8

R O O F I N G


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SECTION 9

F L O O R I N G


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SECTION 10

SURFACE RENDERING


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SECTION 11

W O O D W O R K


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SECTION 12

PAINTING AND VARNISHING


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SECTION 13

WATER SUPPLY AND SANITATION WORKS


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SECTION 14

ROADS AND ROAD STRUCTURES


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SECTION 15

LINING OF CANALS


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SECTION 16

S H E E T P I L I N G


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SECTION 17

RIVER TRAINING AND DIVERSION WORK


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SECTION 18

O U T L E T S


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SECTION 19

SINKING OF WELLS


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SECTION 20

MISCELLANEOUS


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SECTION 21

ELECTRIFICATION


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SECTION 22

BASIC RATES OF MATERIAL

FOR CIVIL WORKS


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SECTION 23

BASIC RATES OF MATERIAL

FOR ELECTRIC WORKS


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SECTION 24

BASIC RATES OF LABOUR


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SECTION 25

BASIC RATES OF MACHINERY USAGE


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C O N T E N T S

Section Title Pages

Preface i to iii

Abbreviation & Symbol... iv to v

Conversion Factors. vi to viii

1. CARRIAGE OF MATERIAL, LOADING AND UNLOADING. 1-1 to 1-13

A) Carriage of Material 1-1 to 1-10

B) Loading, Unloading and Stacking. 1-11 to 1-13

2. EARTHWORK (EXCAVATION AND EMBANKMENT). 2-1 to 2-8

3. DISMANTLING (DEMOLITION) 3-1 to 3-4

4. MORTAR 4-1

5. CONCRETE. 5-1 to 5-5

6. BRICK WORK.. 6-1 to 6-5

7. STONE MASONRY 7-1 to 7-5

8. ROOFING. 8-1 to 8-5

9. FLOORING. 9-1 to 9-6

10. SURFACE RENDERING 10-1 to 10-3

11. WOOD WORK. 11-1 to 11-7

12. PAINTING AND VARNISHING. 12-1 to 12-5

13. WATER SUPPLY AND SANITATION.. 13-1 to 13-24

14. ROAD AND ROAD STRUCTURES.. 14-1 to 14-5

15. LINING OF CANALS... 15-1 to 15-2

16. SHEET PILING 16-1

17. RIVER TRAINING AND DIVERSION WORKS.. 17-1 to 17-3

18. OUTLETS. 18-1 to 18-3

19. SINKING OF WELLS.. 19-1

20. MISCELLANEOUS. 20-1 to 20-24


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Section Title Pages

21. ELECTRIFICATION 21-1 to 21-45

A-I Internal Electrification of Building.. 21-1 to 21-40

1. Point Wiring. 21-1 to 21-5

2. Miscellaneous. 21-5

3. Mains and Sub-Mains 21-6 to 21-22

4. Electrical accessories 21-23 to 21-26

5. Boards. 21-26 to 21-27

6. Fittings and Fixtures.. 21-27 to 21-28

7. Fans. 21-28 to 21-30

8. Switch Gears.. 21-30 to 21-36

A-II Internal Electrification of Building. 21-37 to 21-45

B) O/H Transmission & Distribution 21-41 to 21-44

22. BASIC RATES OF MATERIAL FOR CIVIL WORKS. 22-1 to 22-18

23. BASIC RATES OF MATERIAL FOR ELECTRICAL WORKS 23-1 to 23-14

24. BASIC RATES OF LABOUR.. 24-1 to 24-2

25. BASIC RATES OF MACHINERY USAGE 25-1 to 25-3


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WAPDA ( i ) WCSR-2013 (Zone-2)

P R E F A C E

1. The cost of a project directly depends on rates and prices of different items and inputsof a contract, therefore the rates and prices of goods, works and services comprisingcomposite rates set out in the estimate of a contract must be realistic, updated andworkable in the country. Since one of the major cost overrun factors is use of

incorrect/inappropriate methods of cost estimation; therefore, it is of utmost importanceto prepare proper cost estimates on the basis of WAPDA Composite Schedule ofRates (WCSR) or otherwise on the basis of authentic market rates, where WCSR doesnot fulfil the intended purpose for WAPDA projects.

2. The first WCSR was issued by WAPDA in 1979, subsequently revised during 1985-86,1990, 1998, 2005 and 2008 considering the changes in price, working methodologyand technology.

3. As per instructions of the Authority during 2008, separate Schedule of Rates preparedfor ten different areas. These areas termed as zones comprised districts/cities havingalmost similar range of rates/prices considering remote, hard, hilly terrain, plain and

easily accessible areas.

4. The previous WCSR has now been updated in eleven (11) zones keeping in view offluctuation and unstable costs and prices of materials, high cost of services andmachinery. This WCSR-2013 is specifically meant for Zone-2, consists of the followingdistricts/cities:

ZONE - 2 Lahore, Gujranwala, Sialkot, Jhang, Faisalabad, Hafizabad, Sheikhupura,Nankana sahib, Narowal, Toba Tek Singh, Bhakkar, Sahiwal, Okara, Pakpattanand Kasur

5. The other zone-wise distribution of districts/cities is as under:

ZONE - 1 Islamabad, Rawalpindi, Attock, Chakwal, Jhelum, Gujrat, Mandi Bahauddin,Sargodha, Khushab, Mianwali and Mir Pur, Kotli & Bhimber (A.J.K).

ZONE - 3 Multan, Khanewal, Vehari, D.G. Khan, Rajanpur, Muzaffargarh, Layyah,Bahawalpur, Rahim Yar Khan, Lodhran and Bahawalnagar

ZONE - 4 Sukkur, Nawab Shah, Khairpur, Larkana, Jacobabad, Shikarpur, Ghotki, KambarAli Khan and Nowshero Feroze

ZONE - 5 Karachi, Hyderabad, Dadu, Jamshoro, Mirpur Khas, Tharparkar, Tando AlahYar, Tando Muhammad Khan, Umar Kot, Sanghar, Thatta and Badin

ZONE - 6 Peshawar, Mardan, Charsada, Swabi, Buner, Haripur, D.I. Khan, Kark,Tank,Bannu, Laki Marwat, Kohat, Hangu,and Nowshera

ZONE - 7 Swat, Lower Dir, Upper Dir, Shangla, Malakand and Bajour, Mohmand, Khyber,South Waziristan , North Waziristan, Orakzai & Kurram Agencies

ZONE - 8 Quetta, Loralai, Zhob, Musa Khel, Qila Abdullah, Pishin, Bhag, Gandava,Mustang, Sibbi, Kohlu, Dera Bughti, Nasirabad, Bolan, Jhal Magsi, Ziarat,Jaffarabad, Qila Saifullah, Barkhan.

ZONE - 9 Khuzdar, Turbat, Kalat, Kharan, Washuk, Chagai, Nushki, Panjgor, Awaran,Gwadar and Lasbela

ZONE-10 Abbotabad, Mansehra, Buttgram, Ballakot and Muzaffarabad (A.J.K)

ZONE-11 Chitral, Dasu, Gilgit, Besham, Diamer and Sarkadu.


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WAPDA ( ii ) WCSR-2013 (Zone-2)

6. WCSR-2013 has been revised by incorporating basic rates of material, labour andmachinery usage for the month of November-December 2012, mostly from a subsidiaryof Pakistan Engineering Council (PEC), being reliable single source of cost data in theconstruction industry. Price inflation factor has also been considered where costs of

some inputs were not available in order to bring the Schedule rates at prevailingmarket level.

7. Twenty percent (20%) profit and overhead charges have been included in RateAnalysis of composite rates, whereas three percent (3%) sundry charges have beenadded only to the labour component of Rate Analysis. These factors have been workedout considering an average rated Contractor registered/licensed with PEC.

8. The cost estimate valued on the basis of above factors, if comes out to be more thanRs 1000 million, the same shall be adjusted by applying a premium of ten percent(10%) on composite rates, in order to cater head office/establishment charges forsignificantly big Contractors and accordingly to have a trustworthy cost estimate.

9. The Composite Items of Rates for each Zone constitute full compensation for thecompleted items of works in that Zone. In cases where composite items of works donot exist in this Schedule, the special governing conditions like distance from source ofsupply to the nearest District/City Head Quarter, site of works and cost of availability ofwater etc. including Contractors overhead and profit, shall be considered, in order toprepare realistic composite rates for cost estimates.

10. The rates for items of works not covered by this Schedule shall be prepared andapproved by the respective Chief Engineers as non-scheduled items.

11. The general order/arrangement of listing of items has been kept on lines of previous

Schedule. Some improvements in different sections have been made in WCSR-2013,whereas some obsolete Items of works have been deleted.

12. The Composite rates and the basic material, labour and machinery usage rates listedin this Schedule are for the purpose of preparation of cost estimates for WAPDAProjects. Therefore, neither the Contractor shall use these rates for making claim norshall be used for hiring labour on daily wages, under a specific preference of choice.

13. During 1998, the Authority for the guidance of its different formations published"WAPDA Standard Specifications" of material and execution of works and "WAPDADrafting Standards" for material, labour and machinery usage.

14. The applicability of this Schedule is based on WAPDA Standard Specifications formaterial and execution of works, 1998 (3 volumes). In case WAPDA StandardSpecifications of any work are not given in the WCSR-2013, Standard Specificationsissued by Punjab Highway and Building Departments, Public Health EngineeringDepartment, National Highway Authority and C. E. (Design) NTDC may be followed.

15. In case of any question regarding applicability of any particular rate, omission anderror, the matter immediately be referred to the Director (Rates), C&M, Water, WAPDA,527- WAPDA House, Lahore for clarification. The Steering Committee (WCSR) orDirector (Rates) cannot accept any legal responsibility or liability for any error oromission that may have been made while preparing the cost data.

16. This Schedule of Rates will be effective from January 1st 2013 and all orders,instructions and circulars issued by the Authority or any agency there under from timeto time on this issue, shall stand repealed.


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WAPDA ( iii ) WCSR-2013 (Zone-2)

17. The assignment is completed by the Rates Directorate, C&M Division, Water under thetechnical support of Steering Committee, which comprises the following:

Engr: Muhammad Ali Shah Convener

Engr: Nasir Hanif

Chief Engineer (Civil) CCC WAPDA

Member

Engr: Itebar Ali AbbasiChief Engineer (Contracts) C&M Water

Member

Engr: Falah-ud-Din QureshiManager (Civil) NTDC

Member

Engr: P.L. WadhwaniDirector (Rates) C&M Water

Secretary

18. Following officers were also involved in the preparation of WCSR-2013 and assisted

the Steering Committee:

Engr: A.Z.K. Durrani,Manager (Civil), NTDC

Engr: Riaz Ali ShahDirector , CCC, WAPDA

Engr: Safadar Ali KhanDy. Director Design (CDO) Water

Engr: Muhammad Jaffer,

Dy. Director (Rates) C&M Water

Engr; Javed Iqbal CheemaSDO (Electrical), Building Circle, WAPDA

Engr: Umer FarooqJr. Engineer (Rates) C&M Water

19. The General Manager (C&M) Water would like to acknowledge with gratitude toMr. Muhammad Hanif, General Manager CCC WAPDA for providing valuable guidancein the preparation of Schedule of Rates and appreciations are placed on record for thework, dedicatedly carried out by Mr. Jawaid Akhtar Latif, Director (Contracts) C&M for

updating WCSR-2013.

20. Any suggestion for improvement in the Schedule of Rates would be welcomed.

(Sherin Khan)General Manager (C&M) Water

Convenor Steering Committee (WCSR)

Ex-General Manager (C&M) Water


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WAPDA ( iv ) WCSR-2013 (Zone-2)

Abbreviations & Symbols

Abbreviation& Symbol

Description

AASHTO American Association of State Highway and Transportation Officials

AC Asbestos Cement

AC Alternate Current

ACI American Concrete Institute

ACSR Conductor Aluminum Conductor Steel Reinforced Conductor

APM Adjustable Proportionate Module

APM Absolute Perfect Module

ASTM American Society for Testing and Materials

B WG Birmingham Wire Gauge

BC Batten Bayonet Cap BattenBCP Brass Chromium Painted

BG Broad Gauge

cc Cubic Centimetre

CDO Central Design Office, WAPDA

CI Cast Iron

CP Chromium Plated/Painted

cum Cubic metre

DMO Double Module Outlet

DPC Damp Proof Course

DW Board Double Wire Board

DW Board Double Woofer Board

ECC Earth Continuity Conductor

EI Shade Enamel Intensive Shade

ETA type Elektrotechnische Apparate GmbH (Circuit Protection Control) Type

FICO Fair Isaac Corporation

GI Galvanised Iron

gm Grams

HP Horse Power

HT wire High Tension wire

kg Kilogram

KGO Kenndys Gauge Outlet

km Kilometre

KM Stone Kilo Metre Stone

L&T Section Angle Iron (L) and Tee Iron Section


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WAPDA ( v ) WCSR-2013 (Zone-2)

Abbreviation& Symbol

Description

LT wire Low Tension wire

ltr Litre

m Metre

MG Metre Gauge

mm Milimetre

Mpa Maga Pascal

MS Mild Steel

NG Narrow Gauge

No Number

OF Open Flume

oz Ounce

Pa Pascal

P.Trap In plumbing, a trapin a P-, U-, S-, or J-shaped pipe.

PB Polymers modified bitumen

PC Pole Prestressed Concrete/Reinforced Concrete Pole

PCC Plain Cment Concrete

PE Polyethylene

PP Polypropylene

psi Pound per Square inch

PVC Polyvinyl Chloride

RB Reinforced Brick

RCC Reinforced Cement Concrete

RCC Roller Compacted Concrete

rpm Revolution per minute

S.Trap In plumbing, a trapin a P-, U-, S-, or J-shaped pipe.

sqm Square Metre

SW Board Single Wire Board

SW Board Sub Woofer Board

SW Board Switcher Board

SWG Standard Wire Gauge

SWO Standing Wave Outlet

UPVC Unplasticized Polyvinyl Chloride

WC Water Course

WC Water Closet

WI Wrought Iron

Diametre


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WAPDA ( vi ) WCSR-2013 (Zone-2)

CONVERSION FACTORS

TO CONVERT INTO MULTIPLY BY

LENGTH

Inch Millimetre 25.400

Millimetre Inch 0.039

Foot Metre 0.305

Metre Foot 3.281

Yard Metre 0.914

Metre Yard 1.094

Mile Kilometre 1.609

Kilometre Mile 0.621

Canal Mile (5000 ft) Kilometre 1.524

Kilometre Canal Mile 0.656

Mile International Nautical (6076.12 ft) Metre 1,852.000

Mile UK Nautical (6080 ft) Metre 1,853.180

MASS & WEIGHT

Pound Kilogram 0.454

Kilogram Pound 2.205

Ounce Gram 28.350

Gram Ounce 0.035

Quintal Kilogram 100.000

Hundred Weight Kilogram 50.802

Tonne Hundred Weight 19.684

Ton Kilogram 1,016.046

Ton Tonne 1.016

Tonne Ton 0.984

Short Ton (2000 lbs) Tonne 0.907

AREA

Square Inch Square Millimetre 645.160

Square Millimetre Square Inch 0.002

Square Foot Square Metre 0.093

Square Metre Square Foot 10.764

Square Yard Square Metre 0.836

Square Metre Square Yard 1.196

Acre Square Metre 4,046.856

Acre Hectare 0.405

Hectare Acre 2.471

Hectare Square Metre 10,000.000

Square Mile Square Kilometre 2.590


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WAPDA ( vii ) WCSR-2013 (Zone-2)


Square Kilometre Square Mile 0.386

Square Mile Hectare 258.999

Hectare Square Mile 0.004

CAPACITY & VOLUME

Gallon (Imperial) Litre 4.546

Cubic Foot Litre 28.317

Cubic Metre Litre 1,000.000

Litre Cubic Foot 0.035

Cubic Inch Millilitre 16.387

Fluid Ounce (UK) Millilitre 28.413

Litre Gallon (Imperial) 0.220

Cubic Inch Cubic Millimetre 16,387.100

Cubic Foot Cubic Metre 0.028

Cubic Metre Cubic Foot 35.315

Cubic Yard Cubic Metre 0.765

Cubic Metre Cubic Yard 1.308

Acre Foot Hectare Metre 0.123

VELOCITY/SPEED

Foot Per Second Metre Per Second 0.305

Foot Per Minute Metre Per Second 0.005

Foot Per Second Kilometre Per Hour 1.097

Kilometre Per Hour Foot Per Second 0.911

Mile Per Hour Metre Per Second 0.477

Kilometre Per Hour Mile Per Hour 0.621

Mile Per Hour Kilometre Per Hour 1.609

FORCE

Kilogram Force Newton 9.807

Pound Force (Avoirdupois) Newton 4.448

Ton Force Kilo Newton 9.964

Newton Pound Force 0.225

Kilo Newton Ton Force 0.100

FORCE PER UNIT LENGTH

Pound Force Per Foot Newton Per Metre 14.594

PRESSURE (l Pa = I N/m)

Pound Force Per Square Foot Pascals 47.8803Pound Force Per Square Inch Kilo Pascals 6.89476

Ton Force Per Square Foot Kilo Pascals 107.252

Kilo Pascals Pound Per Square Foot 20.8354


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WAPDA ( viii ) WCSR-2013 (Zone-2)


Ton Force Per Square Inch Mega Pascals 15.4443

Mega Pascals Pound Per Square Inch 145.038

MASS PER UNIT LENGTH

Pound Per Foot Kilogram per Metre 1.488

Kilogram Per metre Pound Per Foot 0.672

Ton Per Mile Tonne Per Kilometre 0.631

MASS PER UNIT AREA

Ton Per Square Mile Kilogram Per Square Kilometre 392.298

Pound Per Square Foot Kilogram per Square Metre 4.882

Kilogram Per Square Metre Pound Per Square Foot 0.205

MASS PER UNIT VOLUME

Pound Per Cubic Foot Kilogram Per Cubic Metre 16.019

Pound Per Cubic Foot Grams Per Litre 16.019

Kilogram Per Cubic Metre Pound Per Cubic Foot 0.062

Gram Per Litre Pound Per Cubic Foot 0.062

VOLUME/RATE OF FLOW

Cubic Foot Per Second (Cusec) Cubic Metre Per Second (Cumecs) 0.028

Cubic Foot Per Second (Cusec) Litre Per Second 28.317

Gallon Per Minute Litre Per Second 0.076Cubic Foot Per Thousand Acres Litre Per hectare 0.069

Cubic Foot Per Thousand Acres Cubic Metre Per Square Kilometre 0.007

FUEL CONSUMPTION

Gallon Per Mile Litre Per Kilometre 2.825

Mile Per Gallon Kilometre Per Litre 0.354

PLANE ANGLE

Degree Radian 0.017

WORK, ENERGY, POWER (1J = 1Ws)

Kilowatt Hour Kilo Joule 3,600.000

Foot Pound Force Joule 1.356

Horse Power Kilowatt 0.746

Horse Power Kilogram Force Metre Per Second 76.040


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SECTION 1 CARRIAGE OF MATERIAL, LOADING AND UNLODING

WAPDA 1-1 WCSR-2013(Zone-2)

SECTION-1CARRIAGE OF MATERIAL, LOADING AND UNLOADING

(A) Carriage of Material including Loading and Unloading

Sr.No.

Description Unit Rate

(Rs) Specification Remark

1 2 3 4 5 6

1. Carriage of 3.0 cum or 5 metric tons of allmaterial like earth, silt,sand, stone aggregatespawl, coal, lime, surkhi.Steel girders, M.S.sheets, M.S. Bars etc. or4.25 cum of timber or3.75 metric tons of fuelwood by truck or any

other means.

1.1 (30 mlead is

convertedinto 50 m)

Cement in bagsnot consideredunder this item.

Upto 50 m 50 m 111.79

50 m to 500 m 50 m 15.82

500 m to 1 km 50 m 11.65

Over one km;

1st km km 353.27

2nd km km 64.31

3rd km km 56.86

4th km km 51.84

5th

km km 47.226th km km 45.01

7th and subsequent kms. km 42.01

2. Carriage of 1000 Nos.bricks 225 x 113 x 75 mm(9 x 4 x 3) standardsize.

-do-

Upto 50 m 50 m 90.33

50 m to 500 m 50 m 13.22

500 m to 1 km 50 m 9.77Over one km;

1st km km 285.96

2nd km km 52.05

3rd km km 46.02

4th km km 42.01

5th km km 38.19

6th km km 36.37


3. Carriage of 1000 No. tiles225 x 113 x 38 mm(9x4x1)

-do-

Upto 50 m 50 m 56.27


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Sr.No.



1 2 3 4 5 6

50 m to 500 m 50 m 6.87

500 m to 1 km 50 m 5.07

Over one km;1st km km 148.31

2nd km km 26.92

3rd km km 23.91

4th km km 21.71

5th km km 19.90

6th km km 18.89


4. Carriage of cement inbags (50 kgs). 1.1

Upto 50 m 50 m 1.27

50 m to 500 m 50 m 0.18

500 m to 1 km 50 m 0.13

Over one km;

1st km km 3.61

2nd km km 0.61

3rdand subsequent kms km 0.61

5. Carriage of 100 No.empty cement bagsincluding bundling.

-do-

Upto 50 m 50 m 1.36

50 m to 1 km 50 m 0.61

Over one km;

1st km km 11.46

Measured in theshape of compactround bundlesand of the sizespecified for work.

2nd to 6th km km 4.83


6. Carriage of 3.0 cum ofSarkanda or pilchi, Frash

orbrush wood by boat or

road.

-do-

Upto 50 m 50 m 19.82

50 m to 500 m 50 m 3.19

500 m to 1 km 50 m 2.36

Over one km;

1st km km 59.69

2nd km km 9.85

3rd to 6th km km 8.84



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Sr.No.



1 2 3 4 5 6

7. Carriage of lightmachinery weighing upto1000 kg.

1.1

Upto 50 m 50 m 155.24

50 m to 1 km 50 m 10.43

Over one km;

1st km km 298.62

2nd km km 46.02

3rd km km 46.02

4th km km 34.96

5th km km 34.96

6th km km 24.12

7

th

and subsequent kms.km

16.48

For machinesweighing 1000 to1500 kgs rate beincreased by 50%and for machines,weighing 1500 to3000 kgs ratebe increased by100%.

8. Carriage of smallconsignment weighingupto 250 kg (job rates)

-do-

Upto 50 m 50 m 20.06

50 m to 1 km 50 m 1.68

Over one km;

1st km km 46.02

2nd and subsequent kms km 7.64

For consignmentsweighing 250 to500 kgs rate beincreased by 50%and forconsignments,weighing 500 to1000 kgs ratebe increased by100%.

9. Carriage of Bitumen, Taror other lubricants inDrums (1000 Kg)

-do-

Upto 1st km km 49.23

2nd km km 18.69

3rd and subsequent kms km 12.05

10. Carriage of AsbestosCement pipes BSS Class

'B' with cement joints andrubber ring, includingloading unloading andstacking (Rate per 30 mpipes).

1.1 to 1.2which ever is

applicable

i) 75 mm

Upto 50 m 50 m 4.83

50 m to 500 m 50 m 0.83

500 m to 1 km 50 m 0.61

Over one km;

1st km km 14.75

2nd km km 1.60

3rd km km 1.60


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Sr.No.



1 2 3 4 5 6

4th km km 1.20

5th km km 1.20

6th km km 1.20


ii) 100 mm

Upto 50 m 50 m 5.90

50 m to 500 m 50 m 0.96

500 m to 1 km 50 m 0.71

Over one km;

1st km km 17.22

2nd km km 2.21

3rd km km 1.60

4th km km 1.60

5th km km 1.60

6th km km 1.60


iii) 150 mm

Upto 50 m 50 m 8.30

50 m to 500 m 50 m 1.49

500 m to 1 km 50 m 1.09

Over one km;

1st km km 26.22

2nd km km 5.42

3rd km km 2.81

4th km km 2.21

5th km km 2.21

6th km km 2.21


iv) 200 mm

Upto 50 m 50 m 14.86

50 m to 500 m 50 m 2.50

500 m to 1 km 50 m 1.85

Over one km;

1st km km 44.86

2nd km km 5.02

3rd km km 5.02

4th km km 3.82

5th km km 3.82

6th km km 3.21



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Sr.No.

Description Unit Rate(Rs)

Specification Remark

1 2 3 4 5 6

v) 250 mm

Upto 50 m 50 m 23.14

50 m to 500 m 50 m 3.93

500 m to 1 km 50 m 2.90

Over one km;

1stkm km 70.31

2ndkm km 8.23

3rdkm km 7.03

4thkm km 6.63

5thkm km 5.42

6thkm km 5.42

7thand subsequent kms. km 2.81

vi) 300 mm

Upto 50 m 50 m 31.43

50 m to 500 m 50 m 5.33

500 m to 1 km 50 m 3.93

Over one km;

1st km km 95.07

2nd km km 10.85

3rd km km 9.85

4th km km 8.84

5th km km 7.64

6th km km 7.03


vii) 400 mm

Upto 50 m 50 m 60.70

50 m to 500 m 50 m 10.30

500 m to 1 km 50 m 7.59

Over one km;

1st km km 183.56

2nd km km 21.31

3rd km km 19.09

4th km km 16.48

5th km km 14.87

6th km km 14.26


viii) 450 mm

Upto 50 m 50 m 103.49

50 m to 500 m 50 m 17.59

500 m to 1 km 50 m 12.95


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Sr.No.



1 2 3 4 5 6

Over one km;

1st km km 312.96

2nd km km 36.17

3rd km km 32.75

4th km km 28.53

5th km km 25.72

6th km km 24.12


ix) 508 mm

Upto 50 m 50 m 113.95

50 m to 500 m 50 m 19.37

500 m to 1 km 50 m 14.25

Over one km;

1st km km 323.13

2nd km km 39.67

3rd km km 35.92

4th km km 31.30

5th km km 28.22

6th km km 26.46


x) 600 mm

Upto 50 m 50 m 129.05

50 m to 500 m 50 m 21.93

500 m to 1 km 50 m 16.14

Over one km;

1st km km 366.07

2nd km km 44.81

3rd km km 40.39

4th km km 35.57

5th km km 31.75

6th km km 29.54


11. Carriage of PVC pipesBSS Class 'B', C, Dand E including loadingunloading and stacking(Rate per 300 m pipes)

1.1 to 1.2which ever is

applicable

i) 50 mm

Upto 50 m 50 m 11.40

50 m to 500 m 50 m 1.93

500 m to 1 km 50 m 1.42


45/251



Sr.No.



1 2 3 4 5 6

Over one km;

1st km km 32.28

2nd km km 3.98

3rd km km 3.62

4th km km 3.62

5th km km 2.66

6th km km 2.66


ii) 63 mm

Upto 50 m 50 m 18.86

50 m to 500 m 50 m 3.20

500 m to 1 km 50 m 2.36

Over one km;

1st km km 53.48

2nd km km 6.51

3rd km km 5.91

4th km km 5.30

5th km km 4.58

6th km km 4.22


iii) 75 mm

Upto 50 m 50 m 27.50

50 m to 500 m 50 m 4.67

500 m to 1 km 50 m 3.44

Over one km;

1st km km 78.01

2nd km km 9.52

3rd km km 8.56

4th km km 7.60

5th km km 6.87

6th km km 6.27


iv) 100 mm

Upto 50 m 50 m 38.91

50 m to 500 m 50 m 6.61

500 m to 1 km 50 m 4.87

Over one km;

1st km km 110.37

2nd km km 13.51


46/251



Sr.No.



1 2 3 4 5 6

3rd km km 12.18

4th km km 10.49

5th km km 9.52

6th km km 8.92


v) 125 mm

Upto 50 m 50 m 68.78

50 m to 500 m 50 m 11.69

500 m to 1 km 50 m 8.61

Over one km;

1st km km 195.08

2nd km km 23.993rd km km 21.70

4th km km 17.12

5th km km 15.80

6th km km 14.95


vi) 150 mm

Upto 50 m 50 m 101.67

50 m to 500 m 50 m 17.28500 m to 1 km 50 m 12.73

Over one km;

1st km km 288.39

2nd km km 35.45

3rd km km 32.19

4th km km 27.98

5th km km 24.95

6th km km 23.27


vii) 200 mm

Upto 50 m 50 m 161.57

50 m to 500 m 50 m 27.46

500 m to 1 km 50 m 20.22

Over one km;

1st km km 458.24

2nd km km 56.04

3rd

km km 50.924th km km 44.29

5th km km 39.88

6th km km 37.08


47/251



Sr.No.



1 2 3 4 5 6


viii) 250 mm

Upto 50 m 50 m 255.1150 m to 500 m 50 m 43.37

500 m to 1 km 50 m 31.93

Over one km;

1st km km 723.62

2nd km km 88.48

3rd km km 80.41

4th km km 69.99

5th km km 62.79

6th km km 58.817th and subsequent kms. km 32.76

ix) 300 mm

Upto 50 m 50 m 363.07

50 m to 500 m 50 m 61.70

500 m to 1 km 50 m 45.43

Over one km;

1st km km 1029.76

2nd

km km 125.923rd km km 114.43

4th km km 99.54

5th km km 89.61

6th km km 83.33


x) 350 mm

Upto 50 m 50 m 462.71

50 m to 500 m 50 m 78.66500 m to 1 km 50 m 57.92

Over one km;

1st km km 1312.48

2nd km km 160.48

3rd km km 145.85

4th km km 126.94

5th km km 113.88

6th km km 106.67

7th

and subsequent kms. km 59.41


48/251



Note:1 The rates for items not in this Schedule can be deduced from these basic rates on the following

assumption;

Quantities of different materials equivalent to 1000 No. bricks 225x113x75 mm size,3.0 cu.m. or 5 ton weight with almost similar amount of labour involved in loading,

unloading and stacking shall have rates equivalent to these basic rates. Fluctuation if anyshall be proportionate to the increase or decrease in the weight, volume or labourinvolved.

2 The rates are applicable to carriage of materials on pacca roads only. For kacha roads anallowance of extra 25% shall be allowed for 2nd and subsequent Kilometre rates. Rates upto1st Kilometre is however common to both kacha and pacca roads.

3 For hilly areas, 25% above the rates in the plain areas shall be allowed for total Kilometrescovered.

4 In case of articles longer than 4.50 m carried in trucks, the following rates shall be allowed asunder:

a) Above 4.50 to 7.50 m :- Total rate to be paid for 4.50 m to 7.50 m length will be

1.5 times the rates given in the Composite Schedule of Rates.b) Above 7.50 m :- The total rates to be paid for above 7.50 m length will be 2 times of

the rate given in Composite Schedule of Rates.

5 The term Kilometre wherever used is to mean statute Kilometre.

6 The rate included loading and unloading of material and conveyance and staking as directed.


49/251



(B) Loading, Unloading and Stacking

Sr.No.



1 2 3 4 5 6

1. Loading or unloading earth,

sand, silt, Shingle, surkhi,ashes, kankar, brick ballast,coal, and lime etc. laid/piledand stacked lead within30m.

cum 100.88 1.2

2. Loading or unloadingbricks/tiles properly laid andstacked lead within 30 m.

-do-

a) 225 mm or larger. 1000 no 378.39

b) smaller than 225 mm. 1000 no 302.63

3. Loading or unloadingcement in bags and stackingwithin 30 m.

100 bags 378.39 -do-

4. Loading or unloading emptycement bags and stacking.

100 bags 36.37 -do-

5. Loading or unloading whitelime in bags and stackingwithin 30 m.

1000 kg 60.89 -do-

6. Loading or unloadingstructural steel, steel joistand other steel items.

1000 kg 181.66 -do-

7. Loading or unloading up to225 litres drum full, lead upto30 m.

each 24.31 -do-

8. Loading or unloadingpackages or stocks all sortsupto 50 kg (except cement,jute or paper bags).

each 12.05 -do-

9. Loading or unloading timberlogs or timber for shutteringof any gauge includingstacking lead within 30 m.

1000 kg 85.41 -do-

10. Loading or unloadingbhoosa lead upto 45 m.

100 kg 24.31 -do-

11. Loading or unloading timberscrap or wooden plugs and

stacking with 30 m.

1000 kg 151.32 -do-

12. Loading or unloadingpitching stone or spawl ofany gauge (clear distance1.50m).

cum 226.98 1.2


50/251



Sr.No.



1 2 3 4 5 6

13. Loading or unloadingbuilding stone (cleardistance 1.50m).

cum 302.64 -do-

14. Unloading oil, bitumen, taretc.

-do-

a) Crude oil (to be pumpedfrom tank into tank

1000 litre 84.00

b) Crude oil (drained bygravity)

1000 litre 84.00

c) Crude oil materials cum 33.13

d) Fuel oil from tank drumsincluding stacking within30 m

1000 kg 138.45

e) Petrol (9 litre tin) 100 no 190.70f) Kerosine oil (16 litre) 100 no 380.80

15. Removing and stackingwithin 30 m

-do-

a) Stones, spawls, brickbats, shingle, sand, limesurkhi, ashes, kankar &coal etc.

cum 53.45

b) Bricks 1000 no 438.87

c) Steel girders, rails, pipes,

cement etc.

1000 kg 229.98

d) Broad gauge woodensleepers.

100 no 2421.65

e) Metre gauge or narrowgauge wooden sleepers.

100 no 1383.34

f) Bridge and crossingtimber.

100 no 808.23

16. Loading steel girders, rails,iron work, MS bars, pipesetc. lead 30 m and

stacking.

1000 kg 193.71 -do-

17. Unloading steel girders,rails, iron work, MS bars,pipes etc. lead upto 30mexcluding stacking.

1000 kg 96.86 -do-

18. Loading wooden broadgauge sleepers includinglead 30 m and stacking.

100 no 605.47 -do-

19. Unloading wooden broadgauge sleepers includinglead 30 m and stacking.

100 no 302.63 1.2


51/251



Sr.No.



1 2 3 4 5 6

20. Loading wooden metre/narrow gauge sleepersincluding lead upto 30 m andstacking.

100 no 332.97 -do-

21. Unloading wooden metre/narrow gauge sleepersincluding lead upto 30 m andstacking.

100 no 160.36 -do-

22. Loading bridge and crossingtimber including lead upto30m and excluding stacking.

cum 100.88 -do-

23. Unloading bridge andcrossing timber including

lead upto 30m and excludingstacking.

cum 53.45 -do-


52/251

SECTION 2 EARTHWORK (EXCAVATION AND EMBANKMENT)


SECTION-2EARTHWORK (EXCAVATION AND EMBANKMENT)

Rate (Rs)Sr.No.

Description UnitLabour Composite

Specification

Remark

1 2 3 4 5 6 7

1. Earthwork excavationundressed lead of asingle throw of shovel.

a) In ashes, sand, softsoil or silt clearance

cum 78.31

2.1 to2.8

whichever isapplica

bleb) In ordinary soil. cum 94.33

.

2. Earthwork excavation inashes, sand and soft soilor silt clearance,undressed lead upto30 m.

cum 115.10 -do-

3. Borrow pit excavationundressed lead upto50 m.

a) Ordinary soil

b) Hard soil

cum

cum

146.54180.36

-do- .

4. Excavation in shingle orgravel formation and rocknot requiring blasting

undressed lead upto50 m.

-do-

a) Dry cum 398.09

b) Wet cum 460.98

c) In flowing water cum 586.75

5. Earthwork excavation inirrigation channels, drainsetc., dressed to designedsection grades andprofiles, excavated

material disposed off anddressed within lead of30 m.

-do-

a) Ordinary soil cum 171.80

b) Hard soil cum 205.62

c) Very hard soil cum 241.22

d) Shingle and gravelformation

cum 449.34

6. Excavation in rockdressed to designedsection, grades andprofiles, excavatedmaterial disposed offwithin lead of 50 m andlift upto 1.5 m.

-do-


53/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

a) Soft rock slate, shaleschist or laterite workwith pick and crowbar.

cum 524.65

b) Medium hard rockrequiring occasionalblasting.

cum 639.02 661.15

7. Excavation in hard rockrequiring blasting anddisposal of excavatedmaterial (blastedmaterial) up to 30 m lead(including dressing andleveling to designed

section etc. complete)

2.1 to2.8

whichever isapplica

ble

i) Grade-I cum 369.40 391.53

ii) Grade-II cum 400.96 437.92

Reduce therate by 10% ifthe excavatedsection is notdressed orleveled todesigned

section.

iii) Grade-III cum 479.71 523.97

iv) Grade-IV cum 535.47 587.03

v) Grade-V cum 592.56 651.65

vi) Grade-VI cum 639.05 705.44

8. Excavation in hard rockrequiring blasting butblasting prohibited anddisposal of excavatedmaterial (blastedmaterial) upto 30 m lead(including dressing andleveling to designedsection etc. complete).

cum -do- Add 100% tothe rate asapplicable initem 7.

9. Extra for every 15madditional lead or partthereof upto a lead of1 km.

-do-

a) For earth work (soft,ordinary, hard andvery hard).

cum 3.56

Carriage ofmaterial willbe paid forlead more

than 1 km.

b) For gravel shingle orrock.

cum 4.15

10. Re-handling of earthwork -do-

a) Lead upto singlethrow of shovel.

cum 52.21

b) Upto a lead of 30 m. cum 73.57

11. Re-handling of gravelwork or excavated rocklead upto 30 m.

cum 209.43 -do-


54/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

12. Dressing and leveling ofearthwork to designedsection complete.

a) Ashes, sand, silt orsoft soil.

cum 7.43

2.1 to2.8

whichever isapplica

ble

b) Ordinary or hard soil. cum 15.37

c) Gravel work or softrock (not requiringblasting).

cum 29.77

13. Refilling the excavatedstuff in trenches in150 mm thick layersincluding watering,

ramming to compactionetc., complete.

cum 192.82 -do-

14. Dowel dressing of canalbanks, marginal bunds,and flood protectionbunds.

m 8.87 -do-

15. Earthwork compaction(soft, ordinary or hard soil)

-do-

a) Laying earth in

150 mm layers /leveling dressing andwatering forcompaction etc.complete.

cum 27.67 36.85

b) Compaction by roller.

i) Soft or sandy soil cum 35.94 40.71

ii) Ordinary soil cum 42.44 47.21

iii) Hard soil cum 47.19 51.96

iv) Admixture of

shingle

cum 53.68 58.45

As per ASTM-D698 /AASHTO-T99or as specifiedby theEngineer.

c) Ramming earthwork(all type of soil)

cum 31.44

d) Ramming earthworkbehind retaining wall.

cum 42.12

16. Excavation in puddlingslush includingdewatering throughmechanical means andarrangements.

cum 167.90 196.04 -do-

17. Earthwork excavation inopen cutting upto 1.5 mdepth for storm waterchannels, drains, salluge

-do-


55/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

drains in open areas,roads, streets, lanesincluding under pinning ofwalls and shoring toprotect existing works,shuttering and timberingto trenches, dressingsides to true alignment,shape, dimensions andlevel to correct limit andgrade, removal of surfacewater from trenches,back filling and surplusexcavated materialdisposed off and dressed

within 30 m.

2.1 to2.8

whichever isapplica

ble

i) In ordinary soil cum 184.34

ii) In hard soil cum 198.02

iii) Gravel and shingleformation

cum 287.17

18. Excavation in opencutting for sewer andmanholes as shown indrawing, dressing tocorrect section and

dimension according totemplate and levels andremoving surface waterin all types of soil shingle,gravel and rock.

-do-

i) 0 2.0 m cum 183.17

ii) 2.0 - 4.5 m cum 251.55

iii) above 4.5 m cum 335.20

19. Providing and fixing openshuttering and timbering

for item 20 and removingof timbering aftercompletion of job.

-do-

i) 0 2.0 m sqm 39.45 194.05

ii) 2.0 - 4.5 m sqm 49.84 255.29

iii) above 4.5 m sqm 56.06 312.38

20. Excavation of trenchesfor water supply pipelines in all kinds of soil,hard, average or softUpto 1.5 m depth fromground level, includingtrimming, dressing sides,leveling the bed of trench

cum 188.66 -do-


56/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

to correct grade andcutting in pits for joints.

21. Earthwork in small rainwater drains, along canalbanks, roads, andplantation drains, dressedetc.

m 1.78

2.1 to2.8

whichever isapplica

ble

22. Excavation in foundationof buildings, bridges andother structures includingdibbling dressing, refillingaround structure withexcavated earth, watering

and ramming lead upto30 m and lift upto 1.5 m.

-do-

a) In sand, ashes orloose soil.

cum 193.16

b) In ordinary soil. cum 226.92

c) In hard soil or softsoil

cum 254.18

23. Cutting hard rock such asgranite, ballast, hard limestone or sand-stone etc.

with chisels and hammersfor small foundations.

cum 1538.69 1724.66 -do-

24. Extra for excavationrequiring shoring.

cum 28.77 63.74 -do-

25. Filling watering andramming earth underfloors with surplus earthfrom foundation.

cum 102.59 -do-

26. Filling watering andramming earth underfloors with new earth(excavation from outside)lead upto 30 m and liftupto 1.5 m.

cum 173.51 -do-

27. Filling and compactingsoil, earth and bouldersbehind retaining walls(including excavation ofsoil and lead upto 30 m).

cum 229.54 -do-

28. Dressing of banks orground surface.

sqm 9.38 -do-

29. Dag belling 75 mm deep. km 1325.99 -do-


57/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

30. Turfing slopes of banks orlawns with grass sodsincluding plugging, laying,setting and watering (turfgot from within a distanceof 10kms andmaintenance for 15days).

sqm 255.70 2.1 to2.8

whichever isapplica

ble

31. Berm cutting

a) Lead upto a singlethrow of shovel.

cum 94.33 -do-

b) Upto 30 m. cum 146.54

32. Both sides Berm trimming

including channel 1.0 mwide:

-do-

a) Upto 1.0 m depth km 5321.32

b) From 1.0 - 1.5 mdepth

km 7059.36

c) From 1.5 - 2.5 mdepth

km 11194.98

33. Plugging and levelingborrow pits (areaploughed to be

measured)

hectare 5627.24 -do-

34. Making boundary serviceroads including dagbelling, leveling anddressing in unpluggedland:

-do- Extra Rs.15may be paidfor ploughedland.

a) From 3.0 to 6.0 mwide

m 31.85

b) From 6.0 to 12.0mwide

m 43.40

35. Earthwork by boat.

a) Digging and loadinginto boat upto 15 m.

cum 157.22

-do- For ordinarysoil.

b) Carriage by boat upto300 m.

cum 63.07

c) Extra for distancebeyond 300 m per30 m.

cum 4.16

d) Unloading earth fromboats.

cum 73.57

36. Unloading earth fromtrucks.

cum 62.89 -do-


58/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

37. Termite proofing withapproved chemicals.

i) Pre Construction: sqm 46.87 130.49

ii) Post Construction: Per hole

51.62 118.52

2.1 to2.8

whichever isapplica

bleDrilling depth450-600 mm

EARTHWORK BYMECHANICAL MEANS

38. Excavation in all kind ofOrdinary Soil/Borrow areaunder following conditiondressed to designedlevel, section, grades,and profile within 100 mlead as directed by theEngineer.

Borrow areato beapproved bythe Engineer/Employer.

i) Dry cum 68.86

ii) Dry and wet cum 73.92

39. Excavation in all kind ofOrdinary soil in drainsand irrigation channelsunder following conditiondressed to designed

level, section, grades,and profile within 100 mlead as directed by theEngineer.

i) Wet and slush (1:1) cum 82.95

ii) Wet and slush (1:2) cum 86.72

iii) Slush cum 90.81

iv) Under water cum 114.59

40. Extra for Item 38 & 39;

for every 15 m additionallead or part thereof upto alead of 1 km.

cum 6.21 Carriage of

material willbe paid forlead morethan 1 km.

41. Earthwork in ordinary soilfor embankment lead upto 50 m includingplugging and mixing withblade or disc harrow orother suitable equipmentand compaction bymechanical means atoptimum moisturecontents and dressingto designed section,

As per ASTM-D1557 /AASHTO-T180or as specifiedby theEngineer.


59/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

complete in all respects.

i. More than 95% of drydensity.

cum 42.44 89.30

ii. 90% to 95% of drydensity.

cum 42.44 85.47

CONVERSION TABLE

In the case of earthwork measurement where extra lead is to be paid for lift the method will be asfollows:

The lift will be measured from the centre of gravity of the excavated earth to that of placed earth. Thiswill constitute the mean lift for the section.

When earth has to be carried over a spoil bank and dumped beyond it the mean lift would be thedifference in level between the centre of gravity of the excavated earth and the top of the spoil bankomitting the dowel.

The equivalent leads for various means lifts are given below:

Lift in Meters Conversion

factorEquivalent Horizontal

lead in Meters

0.5 4

1.08

8

1.5 15

2.0 20

2.5

10

25

3.0 36

3.5 47

4.0 60

4.5 75

5.0 92

5.5 110

6.0 130

6.5 152

7.0 175

7.5

3.28xLiftinMeter+2

200

8.0 216

8.5 230

9.0 243

9.5 257

10.0

27

270

Note:

These conversion factors also incorporate allowance for extra lead due to cross lead with a viewto ensuring a uniform system. The equivalent lead will be added to the horizontal lead to get thetotal lead to be paid. The exact site or R.D.s between which extra lead is to be given must berecorded in the first column of detailed measurements in the Measurement Book.


60/251

SECTION 3 DISMANTLING (DEMOLITION)

WAPDA 3-1 WCSR-2013 (Zone-2)

SECTION- 3DISMANTLING (DEMOLITION)

1. Composite rate for all finished works include the removal of surplus debris, unusedmaterial and by products.

2. The composite rates constitute full compensation for the completed items of the worksas per drawings, specifications and instructions of Engineer Incharge including alllabour and material/equipment required for the finished work.

Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

STONE WORK

1. Dismantling dry stonemasonry.

cum 177.98 3.1 to3.3

2. Dismantling stonemasonry in cementmortar.

cum 625.23 -do-

3. Dismantling dry stonespall pitching.

cum 314.44 -do-

4. Dismantling stone orspall pitching and apronin silted condition.

cum 521.32 -do-

5. Dismantling stonepitching cement grouted.

cum 834.24 -do-

6. Dismantling stones in: -do-

a) Wooden crates. cum 416.82

Add extra15%, 30% &50% onlabour rateonly for 2nd,3rd, 4th andsubsequentfloorsrespectivelyagainstitems No.3,10, 11, 12,14, 15, 18,19, 24, 25,33, 39, 40and 41.

b) Wire crates cum 521.32

7. Dismantling stone waredrain including baseconcrete.

cum 421.29 -do-

BRICK WORK8. Dismantling dry brick

masonry.cum 177.12 -do-

9. Dismantling brick work incement mortar.

cum 886.19 -do-

10. Dismantling perforatedwall.

cum 208.41 -do-

CONCRETE

11. Dismantling cementconcrete cum 573.28 -do-

12. Dismantling cementconcrete block masonry.

cum 781.69


61/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

13. Dismantling cementconcrete under water.

cum 2189.20 3.1 to3.3

14. a) Dismantling cementconcrete plain 1:4:8

cum 1146.56 -do-

b) Dismantling cementconcrete plain 1:3:6.

cum 1876.29 -do-

c) Dismantling cementconcrete plain 1:2:4

cum 2293.70 -do-

d) Dismantling cementconcrete with brickaggregate

cum 625.23 -do-

e) Dismantling D.P.C. ofcement concrete40mm thick andclearing the site etc

cum 312.91 -do-

15. Dismantling cementconcrete reinforcedseparating reinforcementfrom concrete cleaningand straightening thesame.

cum 3753.17 -do-

ROOFING16. Dismantling G.I. sheet

roofing.sqm 38.38 -do-

17. Dismantling roof ofwooden planks andbattens.

sqm 45.09 -do-

18. Dismantling asbestossheets and ridge coping.

sqm 53.60 -do-

19. Dismantling brick tileroofing.

sqm 95.05 -do-

20. Dismantling woodenceiling above 6m heightin difficult position,including lifting with careand special scaffoldingalong live electric wiresand with machinesunderneath.

sqm 172.94 -do-

21. Dismantling jack archroofing including removalof joists.

sqm 127.56 -do-


62/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

22. a) Stripping and stackingslates or tiles from thetruss roofing.

sqm 107.83 3.1 to3.3

b) Stripping and stacking(G.I. Sheet roof).

sqm 74.46 -do-

FLOORING

23. Dismantling brick orconcrete flooring.

sqm 53.99 -do-

24. Dismantling tile flooring. sqm 80.09 -do-

25. Disjointing R.C.C. pipes

inside the trench anddismantling and removingthe pipes from the trenchand stacking themoutside.

-do-

a) 150 to 300 mm m 24.32

b) 300 to 600 mm m 33.82

c) 600 to 900 mm m 43.90

d) Above 900 mm m 42.52

WOODWORK26. a) Removing door,

window and frame.no 272.91 -do-

c) Removing Windowsand sky light withframe.

no 196.77 -do-

27. Removing ventilators andwooden sunshades etc.

no 98.39 -do-

28. a) Dismantling wooden

beams upto 3.5m inlength

no 148.32 -do-

b) Dismantling woodenbeams from 3.5m to7.0 m length

no 296.64 -do-

29. Dismantling woodenpartition jaffery work.

sqm 37.38 -do-

30. Dismantling woodentrusses.

kg. 10.33 -do-

31. Dismantling woodenpalisade fencing.

m 97.89 -do-


63/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

IRON WORK

32. Dismantling iron work of

trusses, sheds, watertanks, etc.

kg. 10.48 3.1 to

3.2

33. Dismantling rolled steelbeams, iron grill or ironrail etc.

kg. 4.75 -do-

34. Dismantling tees, bendsor sluice valves upto300 mm .

each 45.94 -do-

35. Dismantling all type of

wire fencing includingrolling wires into bundlesand collecting materials.

m 17.21 -do-

MISCELLANEOUS

36. Dismantling wire nettingof tennis courts andframe work.

sqm 25.51 -do-

37. Dismantling cloth ceilingand supporting timber.

sqm 48.06 -do-

38. Dismantling and removingroad metalling.

cum 418.86 -do-

39. Removing cement plaster. sqm 25.51 -do-

SCRAPING

40. a) Whitewash or colourwash.

sqm 16.02 -do-

b) Ordinary distemper,oil bound distemper,

or paint on wall

sqm 48.06 -do-

41. Dismantling glazed orencaustic tiles etc.

sqm 169.25 -do-

42. Scraping boulders. cum 733.29 -do-

43. Cleaning mortar of oldstones to be reused inmasonry.

cum 366.65 -do-


64/251

SECTION 4 MORTAR


SECTION- 4

M O R T A R

Dry material required for 1.00 cum Wet (including wastage) mortar.

Quantity

Sr. No Ratio of Mortar Cement

(50 kg bag)

Sand

(cum)

Aggregate

(cum)

1. Cement Sand

1:2 13.64 0.97

1:3 10.23 1.09

1:4 8.19 1.16

1:5 6.80 1.21

1:6 5.85 1.24

1:7 5.12 1.27

1:8 4.55 1.29

2. Cement Concrete

1:1:3 7.802 0.415 0.829

1:2:4 6.130 0.434 0.869

1:3:6 4.290 0.456 0.912

1:4:8 3.300 0.468 0.935

1:5:10 2.682 0.475 0.950

Wet mortar required for 1.00 cum masonry

Sr.No. Mix Quantity

1. Brick Masonry (Cement Sand) 0.250 cum (25%)

2. Stone Masonry (Cement Sand)

a) Random rubble, uncoursed

Foundation and plinth 0.464 cum (46%)

Super structure 0.393 cum (39%)

Coursed 0.357 cum (36%)

b) Ashler block masonry 0.214 cum (21%)

c) Ashler fine masonry 0.214 cum (21%)

Note:

1) Cement 1.0 cum contains (1290-1540) kg

2) Sand 1.0 cum contains (1450-1650) kg

3) Aggregate 1.0 cum contains (1725-1920) kg


65/251

SECTION 5 CONCRETE


SECTION- 5C O N C R E T E



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

1. Cement concrete withbrick or stone ballast 40 to50mm size infoundation and plinth.

Ratio:

5.6

a) 1:3:6 cum 1234.54 4800.51

b) 1:4:8 cum 1234.54 4091.72

2. Cement concrete plainincluding placing,compacting, finishing andcuring complete (includingscreening and washing ofstone aggregate) withoutshuttering.

Ratio:

-do-

a) 1::3 cum 1690.27 7628.62

b) 1:2:4 cum 1690.27 6748.05

c) 1:3:6 cum 1690.27 6010.45

d) 1:4:8 cum 1690.27 5280.98

3. Reinforced cementconcrete work usingcoarse sand except thecost of steel

reinforcement and itslabour for bending andbinding. This rate alsoincludes all kinds offorms moulds; liftingshuttering, curing,rendering and finishingthe exposed surface(including screening andwashing of shingle).

5.6 &5.10

a) In-situ in roof slabs,

beams, columns, rafts,lintels and otherstructural memberscomplete in all respect.


66/251

SECTION 5 CONCRETE


Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

Ratio:

i) 1:2:4 cum 7207.32 13503.95

ii) 1:1:3 cum 7207.32 14375.58

b) Precast in columnsbeams, slab, lintel,staircases, shelves,etc.Ratio:

i) 1:2:4 cum 6840.23 13979.39

ii) 1:1:3 cum 6840.23 13418.42

If plaster isdone tosmoothenthe surface itshould notbe paid forextra.

c) Erecting and fixing inposition precastcement concrete orstone slab in roofs orlintels, etc. lift uptofirst floor including allcharges.

cum 2004.12 2468.06

d) Add extra labour forR.C. concrete in 2ndand subsequentstories.

cum 838.30

4. Providing and casting insitu bored RCC piles in1:1:3 cement concreteof approved crushedstone and coarse sandincluding all costs ofboring drilling with rotary,reverse rotary or anyapproved method,placing concrete withtremie excluding cost ofsupply and fabrication of

steel bars reinforcementcage, which shall be paidseparately includingscreening and washing ofshingle;

5.6 to5.9

Crushingstrength of152x152x152mm cubeat 28 days of4000 psi orcompressivestrength of3600 psi for15x30 cmtest cylinder.

i) 450 mm m 3103.84 6298.81

ii) 600 mm m 4036.28 8483.51

iii) 900 mm m 5941.70 14415.24

iv) 1200 mm m 5993.31 18001.29

v) 1600 mm m 9458.27 28220.80

vi) 1700 mm m 11375.75

32092.47

5. Supplying and fixing PVCwater stop 190 mm wide.

m 44.50 332.93 5.7


67/251

SECTION 5 CONCRETE


Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

6. Supplying and fabricationof Intermediate gradedeformed reinforcement

for R.C.C. in slabs,beams, columns and pilecaps, including cutting,bending laying in positionincluding cost of bindingwire;

5.8

a. 40,000 psi (276 MPa)yield

kg 14.34 110.48

b. 60,000 psi (420 MPa)yield

kg 14.34 118.16

7. Supplying and fabricationof intermediate gradedeformed reinforcementfor R.C.C. piles includingcutting, bending, laying inposition, welding andfastening including costof binding wire;

-do-

a. 40,000 psi (276 MPa)yield

kg 25.72 144.49

b. 60,000 psi (420 MPa)

yield

kg 25.72 152.17

8. Providing and fixingR.C.C. pre-stressedbattens 60mm x 150mmx 2 m)

no 105.01 773.10 8.1,2.1

9. Construction of precastcement concrete solid orface blocks masonry(1:4:8) including cost oftemplate in mortar 1:6.

5.10

a) foundation & plinth cum 1710.90 4854.84

b) super structure cum 2084.84 6913.66

10. Construction of precastcement concrete solid orface blocks masonry(1:3:6) including cost oftemplate in mortar 1:6.

-do-

a) foundation & plinth cum 1433.87 5348.40

b) super structure cum 1754.64 5669.16

11. Precast cement concretesolid or face blocks(1:2:4) including cost oftemplates and

cum 1651.43 7359.85 -do-


68/251

SECTION 5 CONCRETE


Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

construction of wallsthereof.

12. Precast cement concretehollow blocks (1:2:4)including cost oftemplates andconstruction of wallsthereof.

cum 3624.90 7058.15 5.10

13. Providing and fixingornamental cement jalli50mm thick (1:2:4)without steel.

sqm 409.62 835.04 -do-

14. Extra labour for layingconcrete plain or reinforced.

5.1 &5.6

a) Above 6 upto 12m,height.

cum 838.30

b) For every additional3m height.

cum 209.43

15. Extra labour for work ofweirs, road bridges,syphons and similar

concreting in superstructure.

cum 209.43 -do-

16. Reinforced cementconcrete spout includingfixing in position (150 x125 x 800 mm).

each 380.69 742.95 5.6,5.10&8.9

17. Making holes upto450mm deep in cementconcrete or in stone

masonry walls andrepairing. (75mm )

perhole

1065.93 5.5

18. Skipping concreteincluding mixing.

cum 2947.43 5.6 &19.3 K

19. Nicking concrete surface. sqm 50.19 5.6.3

20. Preparing, watering andramming surface forlaying concrete (for headworks only).

a) Horizontal floor sqm 41.11

b) Glacis and crest sqm 66.21

c) Inverted filters sqm 19.80


69/251

SECTION 5 CONCRETE


Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

21. Erection and removal ofcentering for R.C.C. orplain cement concrete

work:

5.6.2 &5.6.17

i) Horizontal sqm 427.77 485.08

ii) Vertical sqm 491.85 549.16

22. Providing and fixing 150mm wide G.I sheet 18SWG stopper toexpansion joint.

m 24.37 173.27 5.7

23. Grouting cementconcrete between thegrooves of gatesincluding shuttering.

cum 2443.52 20.8

24. Chisel dressing completesurface on sides ofgrooves.

sqm 25.10 -do-

25. Making pre-cast cementconcrete solid blocks(1:2:4) with moldingmachine.

cum 506.12 6140.97

26. Providing and installationof saddle (gutka)60x60x230mm in 1:2:4concrete with angle iron40x40x5mm, Steel wireSWG18 and paintingcomplete.

sqm 802.39 1497.22

27. Concrete, 1:2:4 byBatching Plant, including

production, haulage andPlacing without formwork.

cum 12574.95

28. Roller CompactedConcrete containingtypical, bedding mixturesof 360 to 460 kg/cum ofcement 170 to 220kg/cum of fly ash and4.75 to 50 mm size ofaggregate (ACI 207.5R-89)

cum Compositerate wouldbe 25% to50% lessthan rate ofnormalconventionalconcrete.


70/251

SECTION 6 BRICK WORK

WAPDA 6 - 1 WCSR-2013 (Zone-2)

SECTION- 6B R I C K W O R K


2. The composite rates constitute full compensation for the completed items of the works

as per drawings, specifications and instructions of Engineer Incharge including alllabour and material/equipment required for the finished work.

Rate (Rs)Sr.No.


Specif-ication

Remark

1 2 3 4 5 6 7

1. Bricks work in foundationand plinth in Cementsand mortar. Ratio:

6.1 to6.5

1:2 cum 1511.12 7132.69

1:3 cum 1511.12 6774.29

1:4 cum 1511.12 6559.05

1:5 cum 1511.12 6404.17

1:6 cum 1511.12 6315.38

2. Bricks work in groundfloor (including striking ofjoints) in Cement sandmortar. Ratio:

-do-

Only firstclass bricksshall beused againstrespective

Items of thissection.Standardsize of bricks225 x 113 x75 mm (9 x4 x 3).

1:2 cum 1957.55 7579.11

1:3 cum 1957.55 7235.37

1:4 cum 1957.55 7005.47

1:5 cum 1957.55 6862.32

1:6 cum 1957.55 6761.81

3. Add extra labour in itemNo.2 for brick work in:

-do-

First floor cum 291.22

Second floor cum 665.17

Third floor cum 1038.18

4th and subsequent floor cum 1681.65

4. Bricks work other thanbuilding including strikingof joints upto 3.0 mheight in Cement sandmortar. Ratio:

-do-

1:2 cum 1764.04 7385.60

1:3 cum 1764.04 7027.21

1:4 cum 1764.04 6811.96

1:5 cum 1764.04 6668.82

1:6 cum 1764.04 6568.30

5. Add extra labour in itemNo.4 for every 3.0 metersadditional height.

cum 291.22 -do-


71/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

6. Providing and laying tilecoping 300 x 150 x40mm in 1:3 Cement

sand mortar including13mm thick plaster 1:4complete.

m 94.19 211.15 -do-

7. Providing and laying tilecoping 300 x 150 x40mm in 1:3 cementsand mortar.

m 18.71 113.71 -do-

8. Extra labour for archwork in brick masonryincluding labour for

centring and decentring.

cum 746.96 6.6

9. Extra labour for bruntbrick work in wells or anyother circular masonry.

cum 409.90 620.15 -do-

10. Extra labour for profileand flared walls.

cum 537.53 6.7

11. Extra labour for bruntbrick work in piers andabutment;

-do-

i) From 3 to 6 m height cum 373.94

ii) Above 6 m height cum 642.54

12. Reinforced brick work inlintel/slab laid in 1:3cement sand mortarincluding all labour,material, forms, liftingand shuttering, etc. butexcluding cost andlabour of steel

reinforcement.

cum 4874.69 10153.24 6.1 to6.5

13. Dressing or chamferingof bricks

-do-

a) Special architecturalshape.

no 30.85

b) For circular sewer,manholes and vent,shafts pertaining tosewer works and outlets of Irrigation

channels.

no 21.56

14. Perforated brick walling115 mm thick in groundfloor in cement sandmortar.

6.14


72/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

Ratio:

1:2 sqm 304.06 729.22

1:3 sqm 304.06 701.86

1:4 sqm 304.06 685.53

1:5 sqm 304.06 675.02

1:6 sqm 304.06 667.68

15. Add extra labour in itemNo.14 brick work in:

6.14

First floor sqm 44.12

Second floor sqm 101.25

Third floor sqm 157.79

4th and subsequent

floors

sqm 256.04

16. Perforated brick walling230mm thick in groundfloor in cement sandmortar. Ratio:

6.1& 6.5

1:2 sqm 447.02 1306.28

1:3 sqm 447.02 1251.55

1:4 sqm 447.02 1218.97

1:5 sqm 447.02 1196.83

1:6 sqm 447.02 1181.57

17. Add extra labour in itemNo.16 for brick work in.

-do-

First floor sqm 66.65

Second floor sqm 202.84

Third floor sqm 357.29

4th and subsequentfloors

sqm 512.08

18. Bricks walling laid in 1:3cement sand mortarreinforced with 25mmwide 18 gauge hoop iron.

6.8

i) 115mm thick wallingwith hoop bonding150mm apart.

sqm 202.38 838.30

ii) 115mm thick wallingwith hoop bonding300mm apart.

sqm 202.38 837.42

iii) 75mm thick walling

with hoop bonding150mm apart.

sqm 158.30 593.87

iv) 75mm thick wallingwith hoop bonding300 mm apart.

sqm 161.66 596.35


73/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

21. Eaves brick moldedweathered and throatedwith back bricks or dripcourse cornice in 1:3cement sand mortar.

6.1 to6.5

i) 75 mm m 91.54 196.06

ii) 115 mm m 105.25 256.62

22. Laying dressed ormolded brick cornice in1:6 cement sand mortar,plastering or pointingcomplete.

6.9

i) One brick m 105.25 161.47

ii) Two bricks m 153.98 309.47iii) Three bricks m 206.01 485.84

iv) Four bricks m 259.22 662.72

23. Scraping or cleaningbricks dismantled frommasonry.

no. 0.93 6.1 to6.5

24. Supplying and fillingsand under floors orplugging in wells

cum 67.67 712.62 9.6.4/19.4(L)

25. Damp proof course with(cement, sand andshingle concrete 1:2:4)including 2 coats ofasphaltic mixture.

20.8

a) 40 mm sqm 208.00 505.86

b) 50 mm sqm 208.00 560.27

c) 75 mm sqm 217.79 739.05

26. Vertical damp proof

course of 20 mm thickcement plaster 1:2 withbitumen at 1 kg persqm.

sqm 193.77 404.99 -do-

27. Constructing cavity wallconsisting of 115mmthick external and230mm internal brick walllaid in (1:4) and (1:6)cement sand mortarrespectively including

providing and fixing9.5mm tie bars 40mmthick thermopore sheet,weep holes and air ventholes complete as per

cum 2001.05 7576.89 20.8


74/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

Drawing No. CDO(W)301-5-B/63

28. Reinforced brick worklaid in 1:3 cement sandmortar in foundation andplinth excluding the costof reinforcement and itsfabrication.

cum 1512.05 6775.75 20.8

29. Reinforced brick worklaid in 1:3 cement sandmortar in ground andsubsequent floorsexcluding cost of

reinforcement and itsfabrication.

cum 2048.32 7312.02 -do-


75/251

SECTION 7 STONE MASONRY


SECTION- 7S T O N E M A S O N R Y



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

FOUNDATION & PLINTH

1. Random Rubble masonryuncoursed).

7.3 &7.4

a) Dry cum 1284.49 3179.51b) In cement sand

mortar, Ratio:

i) 1:3 cum 2466.09 6238.53

ii) 1:4 cum 2466.09 5915.90

iii) 1:6 cum 2466.09 5546.47

iv) 1:8 cum 2466.09 5342.26

2. Coursed Rubble,masonry including

hammer dressing.

7.3 &7.11

a) Dry cum 1612.59 3507.61

b) In cement sandmortar, Ratio:

i) 1:3 cum 2466.09 6238.53

ii) 1:4 cum 2466.09 5915.90

iii) 1:6 cum 2466.09 5546.47

iv) 1:8 cum 2466.09 5342.26

SUPER STRUCTURE

(Ground floor or 6.0mheight of uncovered wall)

3. Random Rubble masonry(uncoursed).

7.3 &7.4

a) Dry cum 1449.01 3344.02

b) In cement sandmortar, Ratio:

i) 1:3 cum 2681.88 6454.33

ii) 1:4 cum 2681.88 6131.69

iii) 1:6 cum 2681.88 5762.26

iv) 1:8 cum 2681.88 5558.05

c) Add extra labour initem No.3:



76/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7



4th and subsequent

floors

cum 2354.87

d) Extra labour for every1.50 m additionalheight of uncoveredwall.

cum 373.94

4. Coursed Rubble,masonry includinghammer dressing.

7.3 &7.11

a) Dry cum 1882.12 3777.14

b) In cement sand

mortar, Ratio:

i) 1:3 cum 3114.40 6810.63

ii) 1:4 cum 3114.40 6523.81

iii) 1:6 cum 3114.40 6195.36

iv) 1:8 cum 3114.40 6020.21

c) Add extra labour initem No.4:



Third floor cum 1284.494th and subsequentfloors

cum 2354.87

d) Extra labour for every1.5m additionalheight of uncoveredwall.

cum 373.94

5. Ashlar block in course orscabbled Masonryincluding dressing etc.,

7.3 &7.6

a) In cement sandmortar, Ratio:

i) 1:3 cum 8356.56 13177.04

ii) 1:4 cum 8356.56 12961.79

iii) 1:6 cum 8356.56 12718.13

b) Add extra labour initem No.5:



Third floor cum 1473.154th and subsequentfloors

cum 2354.87


77/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

6. Ashlar fine masonryincluding dressing etc.

7.3 &7.7

a) In cement sandmortar, Ratio:

i) 1:3 cum 15723.39 20862.20

ii) 1:4 cum 15723.39 20754.81

iii) 1:6 cum 15723.39 20634.27

b) Add extra labour nitem No.6:




4th and subsequent

floors.

cum 2354.87

MISCELLANEOUSDRESSING STONES ETC

7. Extra labour for archwork in stone masonryincluding centering andde-centering etc.

cum 1075.06 7.3 &7.12

8. Moulding and dressingstones etc.

7.3 &7.5

a) Extra for coping andcaps, etc.

cum 5908.65 8160.55

b) Cornice and stringcourse.

cum 5908.65

9. Dressing stone:

a) Hammer dressed sqm 659.65

b) Rough tooled dressed sqm 1255.82

7.5 &7.10

c) Chisel dressed sqm 1520.06

d) Fine dressed sqm 3120.61

10. Sand grouting in stoneapron with high pressurehose.

sqm 89.17 178.29 7.14

11. Grouting stone pitchingor apron in 1:3 cementmortar.

sqm 257.57 639.37 7.14 &7.15

12. Levelling and dressingstone filling under blocksand grouting with shingle.

sqm 89.17 245.53 7.3 &7.14

13. Grouting voids betweenblocks with bajri.

cum 291.22 634.87 -do-


78/251



Rate (Rs)Sr.No.

UnitLabour Composite

Specification

Remark

1 2 3 4 5 6 7

14. Stone filling dry handpacked as filling behindretaining walls or in

pitching and aprons.

cum 537.53 1739.00 7.3 &7.14

15. Grouting stone filling orpitching with bajri.

cum 261.64 873.89 -do-

16. Breaking stone ballastscreened and stacked:

7.3

a) 50 mm cum 733.29

b) 40 mm cum 838.30

c) 25 mm cum 942.72

d) 13 mm cum 1257.16

e) 13 to 6 mm cum 2094.87

17. Breaking stone intospawls and stacking.

cum 314.44 -do-

18. Screening and stackingstone ballast shingle orbajri etc.

cum 209.43 -do-

19. Washing ballast, bajrishingle etc.

cum 209.43 -do-

20. Crushing stone ballast andstacking within 100 m.

cum 628.28 -do-

21. Stone pitching withhammer dressed stoneson surface laid in coursesincluding carriage ofmaterial within 100 m.

cum 1786.66 3848.53 7.3 &7.15

22. Stone pitching handpacked with surfacelevelled off to the correctsection with hammerdressed stone and voidsfilled in 1:8 cementmortar in floors of bridgesand along banks and inaprons etc. including100 m lead.

cum 2077.88 6191.18 -do-

23. Removing, stone andrepitching, hand packedon slopes after making

good damaged slope.

cum 792.80 792.80 -do-

24. Collecting and stackingboulders from nullahbeds or loose shale from

cum 418.86 418.86 -do-


79/251



Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

any other site, within100 m.

25. Stone pitching for topLayer only:

7.3 &7.15

a) On slope cum 1206.34 3268.21

b) On horizontal level cum 1058.02 3119.89

Top layermean350mm to450mm thickstonepitchinglayer.

26. Laying stone or spawlfilling:

-do-

a) On slope cum 291.22 2181.27

b) On horizontal level cum 239.01 2129.06

27. Providing and fixing150mm thick dressedstone pavement on walkway properly dressed setin cement mortar 1:4curing etc. complete.

sqm 420.08 941.81 7.3 &7.14

28. Supply and spreading ofcrushed stone/water borngravel of 20mm size.

cum 105.11 2145.95 -do-


80/251

SECTION 8 ROOFING


SECTION- 8R O O F I N G

1. Rates for all finished works shall include the removal of surplus debris, unusedmaterial and by products.

2. The composite rates shall constitute compensation for the completed items of worksas per drawings, specifications and instructions of Engineer Incharge including alllabour and material/equipment required for the finished works.

Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

1. Brick tiles 300 x 150 x50mm roofing consistingof 13 mm thick cementplaster 1:6 with 1.75 kg.of hot bitumen coatingsand blinded providedover tiles laid in 1:6cement mortar including1:2 cement pointingunder-neath of tilescomplete including curingetc.

sqm 633.29 1094.25 8.1 &8.2

2. Brick tiles 225 x 113 x38mm laid over 100mmearth & 25mm mud

plaster grouted withcement sand 1:3 on topof RCC roof slabprovided with 1.75 kg.bitumen coating sandblinded.

sqm 253.03 718.82 8.11

3. Jack arch roofing 115mmthick laid in 1:5 cementmortar including anaverage depth of 100mmcement concrete in

haunches and overcrown with 100mm earth& mud plaster soffits ofarches cement plastered1:6, 13mm thick.The rate also includesbitumen coating centring,laying skew bricks incement sand mortar (1:3)and encasing exposedflanges of the joists withfine cement concrete

1:2:4 using stoneaggregate:

8.3, 8.4& 8.5

For steelpart & itserection etc,items underIron work -

Misc. of theCompositeSchedule ofRates bereferred.

Cement concrete inhaunches 1:3:6

sqm 888.00 2282.56


81/251

SECTION 8 ROOFING


Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

4. Jack arch roofing 115mmthick laid in 1:5 cementmortar including an

average depth of 100mmcement concrete inhaunches and overcrown with 13mm cementplaster, 1:6 on top(except earth filling andmud plaster) soffit ofarches cement plastered.The rate also includesbitumen coating,centring, laying skewbricks in cement sand

mortar (1:3) andencasing exposedflanges of the joists withfine cement concrete1:2:4 using stoneaggregate.

8.3, 8.4& 8.5

Cement concrete inhaunches 1:3:6.

sqm 717.19 2047.36

For steelpart & itserection etc,

items underIron work -Misc. of theCompositeSchedule ofRates bereferred

5. Extra for vaulted jackarch roofing.

sqm 153.93 -do-

6. Jack arch roofing ofshingle & cementconcrete (1:3:6) 115mmthick at crown, with13mm cement plasterincluding cost ofsupplying erecting anddismantling centring.

sqm 742.70 1218.96 -do-

7. Two coats of bitumen laidhot using 1.66 kg. per

sqm over roof & blindedwith sand at 0.003 cumper sqm

sqm 64.07 110.66 8.11

8. Corrugated galvanizediron sheets fixed with G.I.bolts, nuts limpets andbitumen washer, windtiescomplete in all respectswithout valleys & ridges:

8.7

a) 20 S.W.G sqm 154.85 1874.02

b) 22 S.W.G sqm 154.85 1650.85

c) 24 S.W.G sqm 154.85 1399.68


82/251

SECTION 8 ROOFING


Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

9. Plain galvanized ironsheets of 22 S.W.G. rainwater down pipeincluding clamps andfixed in place:

8.10

a) 100 mm m 236.32 1173.33

b) 125 mm m 236.32 1465.80

10. Plain galvanized ironsheet flashing 22 gauge

sqm 960.72 1620.17 -do-

11. Cast iron rain water downpipe fixed in placeexcluding heads & shoesbut including clamps etc:

-do-

a) 100 mm m 169.19 2229.10

b) 75 mm m 169.19 1864.56

12. Rain water down pipecast iron heads fixed inplace including cost ofclamps hold fast andpainting:

-do-

a) 100 mm each 208.94 767.29

b) 75 mm each 208.94 671.02

13. Shoes, bends or offsetsfor cast iron rain waterdown pipe including fixingand painting.

each 69.60 910.62 8.1

14. Plain G.I. sheet ironspouts fixed in placeincluding painting (700mm length & 150mmwidth).

each 236.32 347.78 8.9 &8.10

15. 13mm thick deodarceiling complete includingsawing planning andfixing.

sqm 405.32 3129.08 8.12

16. Flat sheet roof withgalvanized iron plainsheets including battensrolls screws clips etc.;

8.8

a) 22 B.W.G. sqm 392.16 1066.99

b) 24 B.W.G. sqm 392.16 992.71

17. Asbestos cementcorrugated sheet roofingincluding necessary overlaps & G.I. hook, bolts,nuts, screws, washers &

sqm 181.10 1404.94 -do-


83/251

SECTION 8 ROOFING


Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

bitumen washers, etc.(excluding valleys andridges etc.).

18. Extra labour for erectionof G.I. sheets, flat sheetsor asbestos sheet roofingabove 6.00m height indifficult position includinglifting with care & specialscaffolding along liveelectric wires.

sqm 40.82 8.8

19. Asbestos cement sheetridges & valleys 6mmthick.

m 63.45 394.19 -do-

20. Plain galvanized ironsheet ridging includingfixture, timber for ridgeroll and ridge sheeting:

8.7

a) 150mm lap & 450mmover all of 22 gaugeG.I. sheet ridging.

m 252.28 1970.97

b) 230mm lap & 600mmover all of 24 gaugeG.I. sheet ridging.

m 252.28 2048.73

c) 300mm lap & 750mmover all of 22 gaugeG.I. sheet ridging.

m 252.28 2261.28

21. Plain 22 gauge G.I. sheetgutter semi circular200mm .

m 143.38 494.27 8.1

22. Making masonryventilators.

each 1522.75 2111.08

23. Earthen ware syphonventilators. each 169.03 206.23

24. Single layer of buildingpaper/2-ply bitumenpaper for floors etc. laidover two coats of bitumenhot using 1.66 kg. persqm blinding with sand at0.003 cum per sqm.

sqm 71.79 532.49 8.1 &8.11

25. Double layer of building

paper laid over 2 coats ofhot bitumen PB-3 or PB-4for floors etc. using 1.66kg. bitumen per sqm.

sqm 75.35 821.97 -do-


84/251

SECTION 8 ROOFING


Rate (Rs)Sr.No.


Specification

Remark

1 2 3 4 5 6 7

26. Polythine sheet 0.2 mmthick laid over two coatsof bitumen using 1.66 kg.bitumen hot per sqm overfloors & DPC etc.

sqm 71.79 284.81 8.1&8.11

27. 3 ply bitumenized paperlaid over two coats of hotbitumen PB-3 or PB-4,using 1.66 kg. bitumenper sqm.

sqm 75.35 536.05 -do-

zone2 csr rates punjab

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