wapda csr 2013 zone 3

PAKISTANWATER AND POWER DEVELOPMENT AUTHORITY

ZONE-3Multan, Khanewal, Vehari, D.G. Khan, Rajanpur, Muzaffargarh, Layyah,

Bahawalpur, Rahim Yar Khan, Lodhran and Bahawalnagar

RATES DIRECTORATECOORDINATION & MONITORING DIVISION (WATER)

WAPDA HOUSE, LAHORE (Pakistan)January, 2013

WAPDA WCSR-2013 (Zone-3)

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

Rs 1000/-


SECTION – 1

CARRIAGE OF MATERIAL,LOADING AND UNLOADING


SECTION – 2

EARTHWORK(EXCAVATION AND EMBANKMENT)


SECTION – 3

DISMANTLING (DEMOLITION)


SECTION – 4

M O R T A R


SECTION – 5

C O N C R E T E


SECTION – 6

B R I C K W O R K


SECTION – 7

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


SECTION – 8

R O O F I N G


SECTION – 9

F L O O R I N G


SECTION – 10

SURFACE RENDERING


SECTION – 11

W O O D W O R K


SECTION – 12

PAINTING AND VARNISHING


SECTION – 13

WATER SUPPLY AND SANITATION WORKS


SECTION – 14

ROADS AND ROAD STRUCTURES


SECTION – 15

LINING OF CANALS


SECTION – 16

S H E E T P I L I N G


SECTION – 17

RIVER TRAINING AND DIVERSION WORK


SECTION – 18

O U T L E T S


SECTION – 19

SINKING OF WELLS


SECTION – 20

MISCELLANEOUS


SECTION – 21

ELECTRIFICATION


SECTION – 22

BASIC RATES OF MATERIALFOR CIVIL WORKS


SECTION – 23

BASIC RATES OF MATERIAL FOR ELECTRIC WORKS


SECTION – 24

BASIC RATES OF LABOUR


SECTION – 25

BASIC RATES OF MACHINERY USAGE


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


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

WAPDA ( i ) WCSR-2013 (Zone-3)

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 ofincorrect/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 andeasily 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-3, consists of the followingdistricts/cities:

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

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

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.

WAPDA ( ii ) WCSR-2013 (Zone-3)

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 ofsome 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 Contractor’s 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 previousSchedule. 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.

WAPDA ( iii ) WCSR-2013 (Zone-3)

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 HanifChief 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 assistedthe 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 forupdating 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

WAPDA ( iv ) WCSR-2013 (Zone-3)

Abbreviations & SymbolsAbbreviation

& 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 Batten

BCP 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 Kenndy’s Gauge Outlet

km Kilometre

KM Stone Kilo Metre Stone

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

WAPDA ( v ) WCSR-2013 (Zone-3)

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 trap in 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 trap in 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

Ø Diametre

WAPDA ( vi ) WCSR-2013 (Zone-3)

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 & WEIGHTPound 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

AREASquare 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

WAPDA ( vii ) WCSR-2013 (Zone-3)

TO CONVERT INTO MULTIPLY BYSquare Kilometre Square Mile 0.386

Square Mile Hectare 258.999

Hectare Square Mile 0.004

CAPACITY & VOLUMEGallon (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/SPEEDFoot 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

FORCEKilogram 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 LENGTHPound Force Per Foot Newton Per Metre 14.594

PRESSURE (l Pa = I N/m²)Pound Force Per Square Foot Pascals 47.8803

Pound 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

WAPDA ( viii ) WCSR-2013 (Zone-3)

TO CONVERT INTO MULTIPLY BYTon Force Per Square Inch Mega Pascals 15.4443

Mega Pascals Pound Per Square Inch 145.038

MASS PER UNIT LENGTHPound 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 AREATon 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 VOLUMEPound 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 FLOWCubic 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 0.076

Cubic Foot Per Thousand Acres Litre Per hectare 0.069

Cubic Foot Per Thousand Acres Cubic Metre Per Square Kilometre 0.007

FUEL CONSUMPTIONGallon Per Mile Litre Per Kilometre 2.825

Mile Per Gallon Kilometre Per Litre 0.354

PLANE ANGLEDegree 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

SECTION – 1 CARRIAGE OF MATERIAL, LOADING AND UNLODING

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

SECTION-1CARRIAGE OF MATERIAL, LOADING AND UNLOADING

(A) Carriage of Material including Loading and UnloadingSr.No. Description Unit Rate

(Rs) Specification Remark

1 2 3 4 5 6

1. Carriage of 3.0 cum or5 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 anyother means.

1.1 (30 mlead is

convertedinto 50 m)

Cement in bagsnot consideredunder this item.

Upto 50 m 50 m 110.82

50 m to 500 m 50 m 15.68

500 m to 1 km 50 m 11.55Over one km;1st km km 350.202nd km km 63.753rd km km 56.374th km km 51.395th km km 46.816th km km 44.627th and subsequent kms. km 41.64

2. Carriage of 1000 Nos.bricks 225 x 113 x 75 mm(9” x 4½” x 3”) standardsize.

-do-

Upto 50 m 50 m 89.5550 m to 500 m 50 m 13.11500 m to 1 km 50 m 9.69Over one km;1st km km 283.482nd km km 51.603rd km km 45.624th km km 41.645th km km 37.866th km km 36.067th and subsequent kms. km 33.67

3. Carriage of 1000 No. tiles225 x 113 x 38 mm(9”x4½”x1½”)

-do-

Upto 50 m 50 m 55.78



Sr.No. Description Unit Rate


1 2 3 4 5 650 m to 500 m 50 m 6.81500 m to 1 km 50 m 5.03Over one km;1st km km 147.022nd km km 26.693rd km km 23.704th km km 21.525th km km 19.726th km km 18.727th and subsequent kms. km 17.53

4. Carriage of cement inbags (50 kgs).

1.1

Upto 50 m 50 m 1.2650 m to 500 m 50 m 0.17500 m to 1 km 50 m 0.13Over one km;1st km km 3.582nd km km 0.603rd and subsequent kms km 0.60

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

-do-

Upto 50 m 50 m 1.3550 m to 1 km 50 m 0.60Over one km;1st km km 11.36

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

2nd to 6th km km 4.797th and subsequent kms. km 2.20

6. Carriage of 3.0 cum ofSarkanda or pilchi, Frashor brush wood by boat orroad.

-do-

Upto 50 m 50 m 19.6450 m to 500 m 50 m 3.17500 m to 1 km 50 m 2.34Over one km;1st km km 59.172nd km km 9.773rd to 6th km km 8.767th and subsequent kms. km 4.39





1 2 3 4 5 67. Carriage of light

machinery weighing upto1000 kg.

1.1

Upto 50 m 50 m 153.8950 m to 1 km 50 m 10.34Over one km;1st km km 296.032nd km km 45.623rd km km 45.624th km km 34.665th km km 34.666th km km 23.917th and subsequent kms. km 16.34

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 19.8850 m to 1 km 50 m 1.67Over one km;1st km km 45.622nd and subsequent kms km 7.57

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 48.80

2nd km km 18.53

3rd and subsequent kms km 11.95

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 isapplicable

i) 75 mm ØUpto 50 m 50 m 4.79

50 m to 500 m 50 m 0.83

500 m to 1 km 50 m 0.60Over one km;1st km km 14.622nd km km 1.593rd km km 1.59





1 2 3 4 5 64th km km 1.195th km km 1.196th km km 1.197th and subsequent kms. km 0.60

ii) 100 mm ØUpto 50 m 50 m 5.8550 m to 500 m 50 m 0.95500 m to 1 km 50 m 0.70Over one km;1st km km 17.072nd km km 2.203rd km km 1.594th km km 1.595th km km 1.596th km km 1.597th and subsequent kms. km 0.62

iii) 150 mm ØUpto 50 m 50 m 8.2250 m to 500 m 50 m 1.48500 m to 1 km 50 m 1.08Over one km;1st km km 25.992nd km km 5.383rd km km 2.784th km km 2.205th km km 2.206th km km 2.207th and subsequent kms. km 1.19

iv) 200 mm ØUpto 50 m 50 m 14.7350 m to 500 m 50 m 2.48500 m to 1 km 50 m 1.83Over one km;1st km km 44.472nd km km 4.983rd km km 4.984th km km 3.795th km km 3.796th km km 3.187th and subsequent kms. km 1.59



Sr.No.

Description Unit Rate(Rs)

Specification Remark

1 2 3 4 5 6v) 250 mm ØUpto 50 m 50 m 22.9450 m to 500 m 50 m 3.90500 m to 1 km 50 m 2.88Over one km;1st km km 69.702nd km km 8.163rd km km 6.974th km km 6.575th km km 5.386th km km 5.387th and subsequent kms. km 2.78

vi) 300 mm ØUpto 50 m 50 m 31.1650 m to 500 m 50 m 5.28500 m to 1 km 50 m 3.90Over one km;1st km km 94.242nd km km 10.753rd km km 9.774th km km 8.765th km km 7.576th km km 6.977th and subsequent kms. km 6.97

vii) 400 mm ØUpto 50 m 50 m 60.1750 m to 500 m 50 m 10.21500 m to 1 km 50 m 7.52Over one km;1st km km 181.972nd km km 21.123rd km km 18.934th km km 16.345th km km 14.746th km km 14.147th and subsequent kms. km 7.57

viii) 450 mm ØUpto 50 m 50 m 102.5950 m to 500 m 50 m 17.43500 m to 1 km 50 m 12.84





1 2 3 4 5 6Over one km;1st km km 310.252nd km km 35.853rd km km 32.464th km km 28.285th km km 25.506th km km 23.917th and subsequent kms. km 12.95

ix) 508 mm ØUpto 50 m 50 m 112.9650 m to 500 m 50 m 19.20500 m to 1 km 50 m 14.12Over one km;1st km km 320.332nd km km 39.333rd km km 35.614th km km 31.025th km km 27.976th km km 26.237th and subsequent kms. km 14.20

x) 600 mm ØUpto 50 m 50 m 127.9350 m to 500 m 50 m 21.74500 m to 1 km 50 m 16.00Over one km;1st km km 362.902nd km km 44.433rd km km 40.044th km km 35.265th km km 31.486th km km 29.287th and subsequent kms. km 16.34

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

1.1 to 1.2which ever is

applicable

i) 50 mm ØUpto 50 m 50 m 11.3050 m to 500 m 50 m 1.91500 m to 1 km 50 m 1.40





1 2 3 4 5 6Over one km;1st km km 32.002nd km km 3.943rd km km 3.594th km km 3.595th km km 2.636th km km 2.637th and subsequent kms. km 1.32

ii) 63 mm ØUpto 50 m 50 m 18.7050 m to 500 m 50 m 3.17500 m to 1 km 50 m 2.34Over one km;1st km km 53.012nd km km 6.453rd km km 5.864th km km 5.265th km km 4.546th km km 4.187th and subsequent kms. km 2.27

iii) 75 mm ØUpto 50 m 50 m 27.2750 m to 500 m 50 m 4.63500 m to 1 km 50 m 3.41Over one km;1st km km 77.332nd km km 9.443rd km km 8.484th km km 7.535th km km 6.816th km km 6.217th and subsequent kms. km 3.59

iv) 100 mm ØUpto 50 m 50 m 38.5850 m to 500 m 50 m 6.56500 m to 1 km 50 m 4.83Over one km;1st km km 109.422nd km km 13.39





1 2 3 4 5 63rd km km 12.074th km km 10.405th km km 9.446th km km 8.857th and subsequent kms. km 4.90

v) 125 mm ØUpto 50 m 50 m 68.1850 m to 500 m 50 m 11.59500 m to 1 km 50 m 8.53Over one km;1st km km 193.392nd km km 23.783rd km km 21.514th km km 16.975th km km 15.666th km km 14.827th and subsequent kms. km 11.95

vi) 150 mm ØUpto 50 m 50 m 100.7950 m to 500 m 50 m 17.13500 m to 1 km 50 m 12.62Over one km;1st km km 285.892nd km km 35.143rd km km 31.914th km km 27.735th km km 24.746th km km 23.077th and subsequent kms. km 12.67

vii) 200 mm ØUpto 50 m 50 m 160.1650 m to 500 m 50 m 27.22500 m to 1 km 50 m 20.04Over one km;1st km km 454.272nd km km 55.553rd km km 50.484th km km 43.915th km km 39.536th km km 36.76





1 2 3 4 5 67th and subsequent kms. km 20.05

viii) 250 mm ØUpto 50 m 50 m 252.9050 m to 500 m 50 m 42.99500 m to 1 km 50 m 31.66Over one km;1st km km 717.352nd km km 87.713rd km km 79.724th km km 69.385th km km 62.246th km km 58.307th and subsequent kms. km 32.47

ix) 300 mm ØUpto 50 m 50 m 359.9250 m to 500 m 50 m 61.17500 m to 1 km 50 m 45.04Over one km;1st km km 1020.832nd km km 124.833rd km km 113.444th km km 98.675th km km 88.836th km km 82.617th and subsequent kms. km 45.06

x) 350 mm ØUpto 50 m 50 m 458.7050 m to 500 m 50 m 77.98500 m to 1 km 50 m 57.42Over one km;1st km km 1301.102nd km km 159.093rd km km 144.584th km km 125.845th km km 112.896th km km 105.757th and subsequent kms. km 58.90



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 be1.5 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 ofthe 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.



(B) Loading, Unloading and Stacking



1 2 3 4 5 61. Loading or unloading earth,

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

cum 100.00 1.2

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

-do-

a) 225 mm or larger. 1000 no 375.11

b) smaller than 225 mm. 1000 no 300.00

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

100 bags 375.11 -do-

4. Loading or unloading emptycement bags and stacking.

100 bags 36.06 -do-

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

1000 kg 60.36 -do-

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

1000 kg 180.09 -do-

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

each 24.10 -do-

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

each 11.95 -do-

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

1000 kg 84.67 -do-

10. Loading or unloadingbhoosa lead upto 45 m.

100 kg 24.10 -do-

11. Loading or unloading timberscrap or wooden plugs andstacking with 30 m.

1000 kg 150.01 -do-

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

cum 225.01 1.2





1 2 3 4 5 613. Loading or unloading

building stone (cleardistance 1.50m).

cum 300.02 -do-

14. Unloading oil, bitumen, taretc.

-do-

a) Crude oil (to be pumpedfrom tank into tank

1000 litre 83.27

b) Crude oil (drained bygravity)

1000 litre 83.27

c) Crude oil materials cum 32.85d) Fuel oil from tank drums

including stacking within30 m

1000 kg 137.25

e) Petrol (9 litre tin) 100 no 189.04f) Kerosine oil (16 litre) 100 no 377.50

15. Removing and stackingwithin 30 m

-do-

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

cum 52.98

b) Bricks 1000 no 435.06c) Steel girders, rails, pipes,

cement etc.1000 kg 227.98

d) Broad gauge woodensleepers.

100 no 2400.66

e) Metre gauge or narrowgauge wooden sleepers.

100 no 1371.34

f) Bridge and crossingtimber.

100 no 801.22

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

1000 kg 192.03 -do-

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

1000 kg 96.02 -do-

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

100 no 600.22 -do-

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

100 no 300.00 1.2





1 2 3 4 5 620. Loading wooden metre/

narrow gauge sleepersincluding lead upto 30 m andstacking.

100 no 330.08 -do-

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

100 no 158.97 -do-

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

cum 100.00 -do-

23. Unloading bridge andcrossing timber includinglead upto 30m and excludingstacking.

cum 52.98 -do-

SECTION – 2 EARTHWORK (EXCAVATION AND EMBANKMENT)


SECTION-2EARTHWORK (EXCAVATION AND EMBANKMENT)

Rate (Rs)Sr.No. Description Unit Labour Composite


1 2 3 4 5 6 71. Earthwork excavation

undressed lead of asingle throw of shovel.

a) In ashes, sand, softsoil or silt clearance

cum 67.44

2.1 to2.8

whichever isapplica

bleb) In ordinary soil. cum 81.23

.

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

cum 99.11 -do-

3. Borrow pit excavationundressed lead upto50 m.

a) Ordinary soilb) Hard soil

cumcum

126.19155.31

-do- .

4. Excavation in shingle orgravel formation and rocknot requiring blastingundressed lead upto50 m.

-do-

a) Dry cum 342.80b) Wet cum 396.95c) In flowing water cum 505.26

5. Earthwork excavation inirrigation channels, drainsetc., dressed to designedsection grades andprofiles, excavatedmaterial disposed off anddressed within lead of30 m.

-do-

a) Ordinary soil cum 150.30b) Hard soil cum 179.42c) Very hard soil cum 210.07d) Shingle and gravel

formationcum 391.71

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

-do-





1 2 3 4 5 6 7a) Soft rock slate, shale

schist or laterite workwith pick and crowbar.

cum 509.07

b) Medium hard rockrequiring occasionalblasting.

cum 559.87 581.81

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

2.1 to2.8

whichever isapplica

ble

i) Grade-I cum 345.58 367.52ii) Grade-II cum 377.00 413.63

Reduce therate by 10% ifthe excavatedsection is notdressed orleveled todesignedsection.

iii) Grade-III cum 453.04 496.92iv) Grade-IV cum 507.00 558.12v) Grade-V cum 561.45 620.02vi) Grade-VI cum 606.22 672.04

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 3.07

Carriage ofmaterial willbe paid forlead morethan 1 km.

b) For gravel shingle orrock.

cum 3.58

10. Re-handling of earthwork -do-a) Lead upto single

throw of shovel.cum 44.96

b) Upto a lead of 30 m. cum 63.35

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

cum 180.34 -do-





1 2 3 4 5 6 712. Dressing and leveling of

earthwork to designedsection complete.

a) Ashes, sand, silt orsoft soil.

cum 6.87

2.1 to2.8

whichever isapplica

bleb) Ordinary or hard soil. cum 14.44c) Gravel work or soft

rock (not requiringblasting).

cum 28.12

13. Refilling the excavatedstuff in trenches in150 mm thick layersincluding watering,ramming to compactionetc., complete.

cum 165.97 -do-

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

m 8.24 -do-

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

-do-

a) Laying earth in150 mm layers /leveling dressing andwatering forcompaction etc.complete.

cum 25.46 34.63

b) Compaction by roller.i) Soft or sandy soil cum 33.31 38.08

ii) Ordinary soil cum 39.51 44.28

iii) Hard soil cum 43.59 48.36iv) Admixture of

shinglecum 49.79 54.56

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

c) Ramming earthwork(all type of soil)

cum 27.08

d) Ramming earthworkbehind retaining wall.

cum 36.27

16. Excavation in puddlingslush includingdewatering throughmechanical means andarrangements.

cum 144.58 172.72 -do-

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

-do-



Rate (Rs)Sr.No. Description Unit

Labour CompositeSpecification Remark

1 2 3 4 5 6 7drains 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 dressedwithin 30 m.

2.1 to2.8

whichever isapplica

ble

i) In ordinary soil cum 158.64ii) In hard soil cum 170.41iii) Gravel and shingle

formationcum 247.12

18. Excavation in opencutting for sewer andmanholes as shown indrawing, dressing tocorrect section anddimension according totemplate and levels andremoving surface waterin all types of soil shingle,gravel and rock.

-do-

i) 0 – 2.0 m cum 157.73ii) 2.0 - 4.5 m cum 216.61iii) above 4.5 m cum 288.65

19. Providing and fixing openshuttering and timberingfor item 20 and removingof timbering aftercompletion of job.

-do-

i) 0 – 2.0 m sqm 35.79 178.91ii) 2.0 - 4.5 m sqm 45.21 235.39iii) above 4.5 m sqm 50.86 288.09

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 162.46 -do-





1 2 3 4 5 6 7to correct grade andcutting in pits for joints.

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

m 1.53

2.1 to2.8

whichever isapplica

ble

22. Excavation in foundationof buildings, bridges andother structures includingdibbling dressing, refillingaround structure withexcavated earth, wateringand ramming lead upto30 m and lift upto 1.5 m.

-do-

a) In sand, ashes orloose soil.

cum 168.69

b) In ordinary soil. cum 198.97c) In hard soil or soft

soilcum 223.05

23. Cutting hard rock such asgranite, ballast, hard limestone or sand-stone etc.with chisels and hammersfor small foundations.

cum 1344.71 1529.71 -do-

24. Extra for excavationrequiring shoring.

cum 25.64 54.40 -do-

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

cum 95.10 -do-

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

cum 166.34 -do-

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

cum 219.06 -do-

28. Dressing of banks orground surface.

sqm 8.96 -do-

29. Dag belling 75 mm deep. km 1265.44 -do-





1 2 3 4 5 6 730. Turfing slopes of banks or

lawns with grass sodsincluding plugging, laying,setting and watering (turfgot from within a distanceof 10kms andmaintenance for 15days).

sqm 220.19 2.1 to2.8

whichever isapplica

ble

31. Berm cuttinga) Lead upto a single

throw of shovel.cum 81.23 -do-

b) Upto 30 m. cum 126.19

32. Both sides Berm trimmingincluding channel 1.0 mwide:

-do-

a) Upto 1.0 m depth km 4665.89b) From 1.0 - 1.5 m

depthkm 6204.33

c) From 1.5 - 2.5 mdepth

km 9807.41

33. Plugging and levelingborrow pits (areaploughed to bemeasured)

hectare 5196.65 -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 28.57

b) From 6.0 to 12.0mwide

m 39.59

35. Earthwork by boat.a) Digging and loading

into boat upto 15 m.cum 135.38

-do- For ordinarysoil.

b) Carriage by boat upto300 m.

cum 62.52

c) Extra for distancebeyond 300 m per30 m.

cum 4.13

d) Unloading earth fromboats.

cum 63.35

36. Unloading earth fromtrucks.

cum 54.15 -do-





1 2 3 4 5 6 737. Termite proofing with

approved chemicals.i) Pre Construction: sqm 40.36 41.31

ii) Post Construction: Perhole

44.45 45.21

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 68.86ii) Dry and wet cum 73.92

39. Excavation in all kind ofOrdinary soil in drainsand irrigation channelsunder following conditiondressed to designedlevel, section, grades,and profile within 100 mlead as directed by theEngineer.i) Wet and slush (1:1) cum 82.46ii) Wet and slush (1:2) cum 86.20iii) Slush cum 90.27iv) Under water cum 113.91

40. Extra for Item 38 & 39;for every 15 m additionallead or part thereof upto alead of 1 km.

cum 6.05 Carriage ofmaterial 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.





1 2 3 4 5 6 7complete in all respects.

i. More than 95% of drydensity.

cum 39.33 86.05

ii. 90% to 95% of drydensity.

cum 39.33 82.23

CONVERSION TABLEIn 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 Conversionfactor

Equivalent Horizontallead in Meters

0.5 41.0

88

1.5 152.0 202.5

1025

3.0 363.5 474.0 604.5 755.0 925.5 1106.0 1306.5 1527.0 1757.5

3.28

x L

ift in

Met

er +

2

2008.0 2168.5 2309.0 2439.5 257

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.

SECTION – 3 DISMANTLING (DEMOLITION)


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.



1 2 3 4 5 6 7

STONE WORK1. Dismantling dry stone

masonry.cum 153.26 3.1 to

3.3

2. Dismantling stonemasonry in cementmortar.

cum 538.40 -do-

3. Dismantling dry stonespall pitching.

cum 270.77 -do-

4. Dismantling stone orspall pitching and apronin silted condition.

cum 448.92 -do-

5. Dismantling stonepitching cement grouted.

cum 718.37 -do-

6. Dismantling stones in: -do-

a) Wooden crates. cum 358.93

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 448.92

7. Dismantling stone waredrain including baseconcrete.

cum 325.95 -do-

BRICK WORK8. Dismantling dry brick

masonry.cum 152.52 -do-

9. Dismantling brick work incement mortar.

cum 763.11 -do-

10. Dismantling perforatedwall.

cum 179.47 -do-

CONCRETE11. Dismantling cement

concretecum 493.66 -do-

12. Dismantling cementconcrete block masonry.

cum 673.12





1 2 3 4 5 6 7

13. Dismantling cementconcrete under water.

cum 1885.15 3.1 to3.3

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

cum 987.31 -do-

b) Dismantling cementconcrete plain 1:3:6.

cum 1615.70 -do-

c) Dismantling cementconcrete plain 1:2:4

cum 1975.13 -do-

d) Dismantling cementconcrete with brickaggregate

cum 538.40 -do-

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

cum 269.45 -do-

15. Dismantling cementconcrete reinforcedseparating reinforcementfrom concrete cleaningand straightening thesame.

cum 3231.90 -do-

ROOFING16. Dismantling G.I. sheet

roofing.sqm 33.05 -do-

17. Dismantling roof ofwooden planks andbattens.

sqm 40.93 -do-

18. Dismantling asbestossheets and ridge coping.

sqm 46.80 -do-

19. Dismantling brick tileroofing.

sqm 81.85 -do-

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

sqm 155.13 -do-

21. Dismantling jack archroofing including removalof joists.

sqm 109.84 -do-





1 2 3 4 5 6 7

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

sqm 83.43 3.1 to3.3

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

sqm 64.43 -do-

FLOORING23. Dismantling brick or

concrete flooring.sqm 46.49 -do-

24. Dismantling tile flooring. sqm 68.97 -do-

25. Disjointing R.C.C. pipesinside the trench anddismantling and removingthe pipes from the trenchand stacking themoutside.

-do-

a) 150 to 300 mm Ø m 20.95

b) 300 to 600 mm Ø m 29.12

c) 600 to 900 mm Ø m 37.81

d) Above 900 mm Ø m 38.60

WOODWORK26. a) Removing door,

window and frame.no 258.41 -do-

c) Removing Windowsand sky light withframe.

no 186.64 -do-

27. Removing ventilators andwooden sunshades etc.

no 93.32 -do-

28. a) Dismantling woodenbeams upto 3.5m inlength

no 127.72 -do-

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

no 255.44 -do-

29. Dismantling woodenpartition jaffery work.

sqm 33.91 -do-

30. Dismantling woodentrusses.

kg. 9.02 -do-

31. Dismantling woodenpalisade fencing.

m 90.60 -do-





1 2 3 4 5 6 7

IRON WORK32. Dismantling iron work of

trusses, sheds, watertanks, etc.

kg. 9.52 3.1 to3.2

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

kg. 4.09 -do-

34. Dismantling tees, bendsor sluice valves upto300 mm Ø.

each 40.34 -do-

35. Dismantling all type ofwire fencing includingrolling wires into bundlesand collecting materials.

m 14.82 -do-

MISCELLANEOUS36. Dismantling wire netting

of tennis courts andframe work.

sqm 21.97 -do-

37. Dismantling cloth ceilingand supporting timber.

sqm 41.38 -do-

38. Dismantling and removingroad metalling.

cum 360.68 -do-

39. Removing cement plaster. sqm 21.97 -do-

SCRAPING

40. a) Whitewash or colourwash.

sqm 13.79 -do-

b) Ordinary distemper,oil bound distemper,or paint on wall

sqm 41.38 -do-

41. Dismantling glazed orencaustic tiles etc.

sqm 159.54 -do-

42. Scraping boulders. cum 631.45 -do-

43. Cleaning mortar of oldstones to be reused inmasonry.

cum 315.72 -do-

SECTION – 4 MORTAR


SECTION- 4M 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 Sand1:2 13.64 0.971:3 10.23 1.091:4 8.19 1.161:5 6.80 1.211:6 5.85 1.241:7 5.12 1.271:8 4.55 1.29

2. Cement Concrete1:1½:3 7.802 0.415 0.8291:2:4 6.130 0.434 0.8691:3:6 4.290 0.456 0.9121:4:8 3.300 0.468 0.9351:5:10 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, uncoursedFoundation 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) kg2) Sand 1.0 cum contains (1450-1650) kg3) Aggregate 1.0 cum contains (1725-1920) kg

SECTION – 5 CONCRETE


SECTION- 5C O N C R E T E





1 2 3 4 5 6 71. Cement concrete with

brick or stone ballast 40 to50mm size infoundation and plinth.Ratio:

5.6

a) 1:3:6 cum 1072.25 4701.57b) 1:4:8 cum 1072.25 3989.81

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

-do-

a) 1:½:3 cum 1497.59 7786.85b) 1:2:4 cum 1497.59 6915.02c) 1:3:6 cum 1497.59 6206.61d) 1:4:8 cum 1497.59 5478.35

3. Reinforced cementconcrete work usingcoarse sand except thecost of steelreinforcement 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.





1 2 3 4 5 6 7

Ratio:

i) 1:2:4 cum 6661.45 13291.36

ii) 1:1½:3 cum 6661.45 14154.45

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

i) 1:2:4 cum 6380.73 13767.70

ii) 1:1½:3 cum 6380.73 13291.41

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 1769.59 2239.27

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

cum 721.87

4. Providing and casting insitu bored RCC piles in1:1½:3 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 ofsteel 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 Ø m 2787.02 6029.04ii) 600 mm Ø m 3620.99 8163.02iii) 900 mm Ø m 5282.91 13978.76iv) 1200 mm Ø m 5327.36 17678.81v) 1600 mm Ø m 8363.25 27758.85vi) 1700 mm Ø m 10014.4

231454.65

5. Supplying and fixing PVCwater stop 190 mm wide.

m 41.18 329.61 5.7





1 2 3 4 5 6 76. Supplying and fabrication

of Intermediate gradedeformed reinforcementfor 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 13.59 110.29

b. 60,000 psi (420 MPa)yield

kg 13.59 117.85

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 24.10 143.23

b. 60,000 psi (420 MPa)yield

kg 24.10 150.79

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

no 94.15 756.45 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 1507.62 4854.84b) super structure cum 1851.60 7037.94

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 5348.40b) super structure cum 1754.64 5669.16

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

cum 1523.15 7568.94 -do-





1 2 3 4 5 6 7construction of wallsthereof.

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

cum 3330.39 6969.92 5.10

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

sqm 386.12 798.66 -do-

14. Extra labour for layingconcrete plain orreinforced.

5.1 &5.6

a) Above 6 upto 12m,height.

cum 721.87

b) For every additional3m height.

cum 180.34

15. Extra labour for work ofweirs, road bridges,syphons and similarconcreting in superstructure.

cum 180.34 -do-

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

each 358.85 704.21 5.6,5.10&8.9

17. Making holes upto450mm deep in cementconcrete or in stonemasonry walls andrepairing. (75mm Ø)

perhole

1004.79 5.5

18. Skipping concreteincluding mixing.

cum 2581.89 5.6 &19.3 K

19. Nicking concrete surface. sqm 49.92 5.6.3

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

a) Horizontal floor sqm 38.76b) Glacis and crest sqm 63.72c) Inverted filters sqm 18.66





1 2 3 4 5 6 721. Erection and removal of

centering for R.C.C. orplain cement concretework:

5.6.2 &5.6.17

i) Horizontal sqm 408.46 458.23ii) Vertical sqm 463.64 513.40

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

m 23.10 170.19 5.7

23. Grouting cementconcrete between thegrooves of gatesincluding shuttering.

cum 2227.14 20.8

24. Chisel dressing completesurface on sides ofgrooves.

sqm 24.96 -do-

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

cum 479.65 6475.36

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

sqm 727.20 1415.31

27. Concrete, 1:2:4 byBatching Plant, includingproduction, haulage andPlacing without formwork.

cum 12014.34

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.

SECTION – 6 BRICK WORK

WAPDA 6 - 1 WCSR-2013 (Zone-3)

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




Specif-ication Remark

1 2 3 4 5 6 71. Bricks work in foundation

and plinth in Cementsand mortar. Ratio:

6.1 to6.5

1:2 cum 1386.27 6689.461:3 cum 1386.27 6340.421:4 cum 1386.27 6130.781:5 cum 1386.27 5972.621:6 cum 1386.27 5893.47

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

-do-

Only firstclass bricksshall beused againstrespectiveItems of thissection.Standardsize of bricks225 x 113 x75 mm (9” x4½” x 3”).

1:2 cum 1788.32 7091.511:3 cum 1788.32 6765.911:4 cum 1788.32 6532.831:5 cum 1788.32 6393.421:6 cum 1788.32 6295.52

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

-do-

First floor cum 261.70Second floor cum 605.68Third floor cum 948.744th and subsequent floor cum 1546.79

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

-do-

1:2 cum 1626.91 6930.10

1:3 cum 1626.91 6581.05

1:4 cum 1626.91 6371.41

1:5 cum 1626.91 6232.011:6 cum 1626.91 6134.10

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

cum 261.70 -do-





1 2 3 4 5 6 7

6. Providing and laying tilecoping 300 x 150 x40mm in 1:3 Cementsand mortar including13mm thick plaster 1:4complete.

m 87.04 197.82 -do-

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

m 17.07 104.17 -do-

8. Extra labour for archwork in brick masonryincluding labour forcentring and decentring.

cum 687.04 6.6

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

cum 407.72 597.72 -do-

10. Extra labour for profileand flared walls.

cum 506.70 6.7

11. Extra labour for bruntbrick work in piers andabutment;

-do-

i) From 3 to 6 m height cum 343.98ii) Above 6 m height cum 597.12

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

cum 4467.26 9599.83 6.1 to6.5

13. Dressing or chamferingof bricks

-do-

a) Special architecturalshape.

no 30.29

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

no 21.04

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

6.14





1 2 3 4 5 6 7Ratio:

1:2 sqm 278.18 679.281:3 sqm 278.18 652.661:4 sqm 278.18 636.721:5 sqm 278.18 626.581:6 sqm 278.18 619.60

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

6.14

First floor sqm 39.61Second floor sqm 92.16Third floor sqm 144.204th and subsequentfloors

sqm 235.50

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

6.1& 6.5

1:2 sqm 409.42 1219.741:3 sqm 409.42 1166.511:4 sqm 409.42 1135.031:5 sqm 409.42 1113.281:6 sqm 409.42 1098.39

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

-do-

First floor sqm 59.87Second floor sqm 184.73Third floor sqm 327.664th and subsequentfloors

sqm 471.00

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 188.28 787.29

ii) 115mm thick wallingwith hoop bonding300mm apart.

sqm 188.28 786.42

iii) 75mm thick wallingwith hoop bonding150mm apart.

sqm 147.02 558.66

iv) 75mm thick wallingwith hoop bonding300 mm apart.

sqm 150.41 561.19





1 2 3 4 5 6 721. Eaves brick molded

weathered and throatedwith back bricks or dripcourse cornice in 1:3cement sand mortar.

6.1 to6.5

i) 75 mm m 85.83 184.77ii) 115 mm m 98.74 240.84

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

6.9

i) One brick m 98.74 154.61ii) Two bricks m 144.68 300.34iii) Three bricks m 193.55 470.16iv) Four bricks m 243.42 638.35

23. Scraping or cleaningbricks dismantled frommasonry.

no. 0.92 6.1 to6.5

24. Supplying and fillingsand under floors orplugging in wells

cum 60.02 1091.38 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 187.08 509.93b) 50 mm sqm 187.08 569.36c) 75 mm sqm 196.56 777.45

26. Vertical damp proofcourse of 20 mm thickcement plaster 1:2 withbitumen at 1 kg persqm.

sqm 173.29 389.06 -do-

27. Constructing cavity wallconsisting of 115mmthick external and230mm internal brick walllaid in (1:4) and (1:6)cement sand mortarrespectively includingproviding and fixing9.5mm Ø tie bars 40mmthick thermopore sheet,weep holes and air ventholes complete as per

cum 1838.24 7261.25 20.8





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 1387.20 6341.87 20.8

29. Reinforced brick worklaid in 1:3 cement sandmortar in ground andsubsequent floorsexcluding cost ofreinforcement and itsfabrication.

cum 1855.21 6809.88 -do-

SECTION – 7 STONE MASONRY


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





1 2 3 4 5 6 7

FOUNDATION & PLINTH1. Random Rubble masonry

uncoursed).7.3 &7.4

a) Dry cum 1193.74 3569.71b) In cement sand

mortar, Ratio:i) 1:3 cum 2297.25 6666.84ii) 1:4 cum 2297.25 6352.44iii) 1:6 cum 2297.25 5992.72iv) 1:8 cum 2297.25 5793.75

2. Coursed Rubble,masonry includinghammer dressing.

7.3 &7.11

a) Dry cum 1520.10 3896.06

b) In cement sandmortar, Ratio:i) 1:3 cum 2297.25 6666.84ii) 1:4 cum 2297.25 6352.44iii) 1:6 cum 2297.25 5992.72iv) 1:8 cum 2297.25 5793.75

SUPER STRUCTURE

(Ground floor or 6.0mheight of uncovered wall)

3. Random Rubble masonry(uncoursed).

7.3 &7.4

a) Dry cum 1357.38 3733.35b) In cement sand

mortar, Ratio:i) 1:3 cum 2504.05 6873.64ii) 1:4 cum 2504.05 6559.24iii) 1:6 cum 2504.05 6199.53iv) 1:8 cum 2504.05 6000.56

c) Add extra labour initem No.3:First floor cum 374.05





1 2 3 4 5 6 7Second floor cum 860.99Third floor cum 1193.744th and subsequentfloors

cum 2185.60

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

cum 343.98

4. Coursed Rubble,masonry includinghammer dressing.

7.3 &7.11

a) Dry cum 1774.16 4150.13

b) In cement sandmortar, Ratio:i) 1:3 cum 2920.33 7199.48ii) 1:4 cum 2920.33 6920.14iii) 1:6 cum 2920.33 6599.94iv) 1:8 cum 2920.33 6433.15

c) Add extra labour initem No.4:First floor cum 374.05Second floor cum 860.99Third floor cum 1193.744th and subsequentfloors

cum 2185.60

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

cum 343.98

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

7.3 &7.6

a) In cement sandmortar, Ratio:i) 1:3 cum 8004.44 13867.51ii) 1:4 cum 8004.44 13657.87iii) 1:6 cum 8004.44 13420.56

b) Add extra labour initem No.5:First floor cum 374.05Second floor cum 860.99Third floor cum 1356.204th and subsequentfloors

cum 2185.60





1 2 3 4 5 6 76. Ashlar fine masonry

including dressing etc.7.3 &7.7

a) In cement sandmortar, Ratio:i) 1:3 cum 15389.85 21774.04

ii) 1:4 cum 15389.85 21669.28

iii) 1:6 cum 15389.85 21551.74

b) Add extra labour nitem No.6:First floor cum 374.05

Second floor cum 860.99

Third floor cum 1356.20

4th and subsequentfloors.

cum 2185.60

MISCELLANEOUSDRESSING STONES ETC

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

cum 1013.40 7.3 &7.12

8. Moulding and dressingstones etc.

7.3 &7.5

a) Extra for coping andcaps, etc.

cum 5877.22 8110.00

b) Cornice and stringcourse.

cum 5877.22

9. Dressing stone:a) Hammer dressed sqm 634.82b) Rough tooled dressed sqm 1214.98

7.5 &7.10

c) Chisel dressed sqm 1469.34d) Fine dressed sqm 3061.38

10. Sand grouting in stoneapron with high pressurehose.

sqm 80.14 222.65 7.14

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

sqm 235.21 640.73 7.14 &7.15

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

sqm 80.14 280.40 7.3 &7.14

13. Grouting voids betweenblocks with bajri.

cum 261.70 701.84 -do-



Rate (Rs)Sr.No. Unit Labour Composite


1 2 3 4 5 6 714. Stone filling dry hand

packed as filling behindretaining walls or inpitching and aprons.

cum 506.70 1697.75 7.3 &7.14

15. Grouting stone filling orpitching with bajri.

cum 225.30 979.64 -do-

16. Breaking stone ballastscreened and stacked:

7.3

a) 50 mm cum 631.45b) 40 mm cum 721.87c) 25 mm cum 811.79d) 13 mm cum 1082.55e) 13 to 6 mm cum 1803.92

17. Breaking stone intospawls and stacking.

cum 270.77 -do-

18. Screening and stackingstone ballast shingle orbajri etc.

cum 180.34 -do-

19. Washing ballast, bajrishingle etc.

cum 180.34 -do-

20. Crushing stone ballast andstacking within 100 m.

cum 541.02 -do-

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

cum 1637.21 4278.07 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 1898.91 7517.83 -do-

23. Removing, stone andrepitching, hand packedon slopes after makinggood damaged slope.

cum 704.66 704.66 -do-

24. Collecting and stackingboulders from nullahbeds or loose shale from

cum 360.68 360.68 -do-





1 2 3 4 5 6 7any other site, within100 m.

25. Stone pitching for topLayer only:

7.3 &7.15

a) On slope cum 1100.86 3741.72

b) On horizontal level cum 973.14 3614.00

Top layermean350mm to450mm thickstonepitchinglayer.

26. Laying stone or spawlfilling:

-do-

a) On slope cum 261.70 2682.48

b) On horizontal level cum 216.74 2637.52

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

sqm 393.14 1004.72 7.3 &7.14

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

cum 104.20 2618.67 -do-

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.



1 2 3 4 5 6 71. Brick tiles 300 x 150 x

50mm 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 577.66 1042.12 8.1 &8.2

2. Brick tiles 225 x 113 x38mm laid over 100mmearth & 25mm mudplaster grouted withcement sand 1:3 on topof RCC roof slabprovided with 1.75 kg.bitumen coating sandblinded.

sqm 234.12 697.31 8.11

3. Jack arch roofing 115mmthick laid in 1:5 cementmortar including anaverage depth of 100mmcement concrete inhaunches 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 concrete1:2:4 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 813.89 2238.14





1 2 3 4 5 6 74. Jack arch roofing 115mm

thick laid in 1:5 cementmortar including anaverage 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 sandmortar (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 656.75 2026.26

For steelpart & itserection etc,items underIron work -Misc. of theCompositeSchedule ofRates bereferred

5. Extra for vaulted jackarch roofing.

sqm 152.93 -do-

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

sqm 652.16 1157.63 -do-

7. Two coats of bitumen laidhot using 1.66 kg. persqm over roof & blindedwith sand at 0.003 cumper sqm

sqm 55.18 101.76 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 146.75 1855.33b) 22 S.W.G sqm 146.75 1633.53c) 24 S.W.G sqm 146.75 1383.92





1 2 3 4 5 6 79. Plain galvanized iron

sheets of 22 S.W.G. rainwater down pipeincluding clamps andfixed in place:

8.10

a) 100 mm Ø m 228.33 1163.55b) 125 mm Ø m 228.33 1455.55

10. Plain galvanized ironsheet flashing 22 gauge

sqm 934.05 1589.60 -do-

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

-do-

a) 100 mm Ø m 159.49 2210.50b) 75 mm Ø m 159.49 1845.96

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

-do-

a) 100 mm Ø each 193.23 747.06

b) 75 mm Ø each 193.23 651.62

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

each 61.13 658.85 8.1

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

each 228.33 339.49 8.9 &8.10

15. 13mm thick deodarceiling complete includingsawing planning andfixing.

sqm 376.85 2734.53 8.12

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

8.8

a) 22 B.W.G. sqm 366.97 1041.07b) 24 B.W.G. sqm 366.97 966.79

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

sqm 162.92 1377.33 -do-





1 2 3 4 5 6 7bitumen 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 35.42 8.8

19. Asbestos cement sheetridges & valleys 6mmthick.

m 57.80 386.92 -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 236.12 1781.68

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

m 236.12 1858.96

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

m 236.12 2070.19

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

m 135.88 484.46 8.1

22. Making masonryventilators.

each 1435.41 1964.54

23. Earthen ware syphonventilators.

each 159.33 192.38

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 61.82 521.92 8.1 &8.11

25. Double layer of buildingpaper laid over 2 coats ofhot bitumen PB-3 or PB-4for floors etc. using 1.66kg. bitumen per sqm.

sqm 64.88 808.43 -do-





1 2 3 4 5 6 726. Polythine sheet 0.2 mm

thick laid over two coatsof bitumen using 1.66 kg.bitumen hot per sqm overfloors & DPC etc.

sqm 61.82 272.07 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 64.88 524.98 -do-

28. False ceiling comprisingplain asbestos cementsheet perforated atcorners fixed with screwson wooden frame havingdeodar beading 50 x13mm excluding cost ofwooden frame.

sqm 36.09 544.68 8.1, 8.8& 11.1

29. False ceiling comprisingsoft board 13mm thickfixed with screws onwooden frame withdeodar wood beading 50x 13mm excluding cost ofwooden frame.

sqm 75.18 1265.32 8.1 &11.1

30. False ceiling comprisingthermopore sheet 13mmthick fixed with screws onwooden frame withdeodar wood beading 50x 13mm excluding cost ofwooden frame.

sqm 90.21 1073.41 -do-

31. False ceiling comprisingthermosole 13mm thickfixed with screws onwooden frame withdeodar wood beading 50x 13 mm excluding costof wooden frame.

sqm 90.21 890.65 -do-

32. False ceiling framecomprising partal wood50 x 75mm includingtermite proofing.

sqm 104.09 1303.11 8.1, 8.8& 11.1

33. False ceiling comprisingiron L & T Section andGypsum Board completein all respect.

sqm 107.07 763.55

SECTION –9 FLOORING


SECTION - 9F L O O R I N G





1 2 3 4 5 6 71. Murum flooring consisting

of 25mm layer of finepowder or flakey varietyof Murum laid over150mm good hard layerof Murum spreaded over230mm thick sub-base ofhand packed rubble orbroken bricks properlywatered & rammedprovided over wellrammed earth.

sqm 241.99 447.99 9.1 &9.3

Bricks usedin thisSection shallare of firstclass.

2. Grouting 115mm brickwith cement sand mortar1:5.

sqm 104.57 157.79 9.5

3. Flat brick flooring laid in1:6 cement sand mortarover a bed of 20mmcement mortar 1:6.

sqm 184.19 548.25 9.4 &9.5

4. Brick tiles (Size 300 x150 x 50mm) laid in 1:6cement mortar over abed of 20mm thickcement mortar 1:6.

sqm 184.19 374.50 9.7

5. Brick tiles (230 x 115 x40mm) laid in 1:3 cementmortar over a bed of20mm thick cementmortar 1:6.

sqm 209.15 497.84 -do-

6. Colour Cement tiles (200x 200 x 20 mm) laid flat in1:2 cement mortar over abed of 20mm thickcement mortar 1:2.

sqm 276.72 1715.94 -do-

7. Cement concrete tileslaid flat in 1:2 cementmortar over 20mm thickbed of cement mortar1:2:

-do-

a) 300 x 300 x 25 mm sqm 276.72 758.14





1 2 3 4 5 6 7

b) 225 x 225 x 20 mm sqm 276.72 832.39

c) 200 x 200 x 20 mm sqm 276.72 951.21

d) 150 x 150 x 20 mm sqm 276.72 1287.86

8. Coloured cement tiles(200 x 200 x 20 mm) ofapproved dark shade laidflat in 1:2 cement mortarover a bed of 20mm thickcement mortar 1:2.

sqm 276.72 1715.94 9.7

9. Topping of cementconcrete (1:2:4) includingsurface finishing &dividing into panels:

9.8

a) 25 mm sqm 156.22 274.42

b) 40 mm sqm 186.31 360.98

c) 50 mm sqm 213.39 449.81

Cost of glassstrip forpaneling isnot includedin rates.

d) 75 mm sqm 246.49 594.38

10. Add extra in cement floortopping if finished withpigment and polishing.

sqm 77.51 241.81 -do-

11. Extra labour for eachstorey above ground formosaic, conglomerate ortiles, stone and woodenfloor.

sqm 65.39 -do-

12. Flag stone flooring incement mortar 1:2 over20mm bed of cementmortar (1:2) for platformsand floors etc:

9.1

a) 50 mm sqm 426.78 831.58

b) 75 mm sqm 426.78 844.97

13. Asphalt flooring includingpreparation of properbase re-melting, settingout & finishing complete:

9.13

a) 6 mm sqm 94.16 310.97

b) 13 mm sqm 135.11 567.05

c) 25 mm sqm 158.07 1026.68





1 2 3 4 5 6 714. Mosaic flooring

consisting of mosaictopping of one part ofcement to two parts ofmarble chips laid over25mm thick flooring of1:2:4 cement concreteincluding rubbing &polishing complete:

9.9 Cost of glassstrip forpaneling isnot includedin rates.

a) 10 mm (with greycement)

sqm 637.84 992.66

b) 13 mm (with greycement)

sqm 654.14 1062.59

c) 10 mm (with whitecement)

sqm 637.84 1047.74

d) 13 mm (with whitecement)

sqm 654.14 1126.00

15. Flooring comprising ofmosaic marble chipscement tiles of approvedshade laid in cementmortar 1:2 includingfinishing complete:

9.7

a) Grey sqm 344.18 809.38

b) White sqm 344.18 750.86

16. Flooring comprising ofglazed tiles 6mm thicklaid in white cementmortar 1:2 over 20mmthick cement mortar 1:2complete:

-do-

a) White sqm 292.70 1210.58

b) Coloured sqm 292.70 1347.79

17. Rubbing and polishingold mosaic floor.

sqm 72.06 85.31 9.14

18. White marble flooring finedressed on the surfacewithout winding set incement mortar 1:2 laidover 20 mm thickcement mortar 1:2including rubbing &polishing:

9.7

a) 20mm sqm 881.53 4482.87

b) 25mm sqm 881.53 4883.70





1 2 3 4 5 6 7

19. Shisham / Deodar woodboarding or strips flooring19mm thick (sawn torequired size) tongued &grooved or splayedrebated fixed with brassscrews on deodar woodbattens 40x50 mm sizeplaced at 300 mm centreto centre including 2coats of bitumen laid hoton the base:

9.11

a) Shisham sqm 1202.26 5071.23

b) Deodar sqm 886.82 6945.10

20. Teak wood boarding orstrips flooring 13mm thick(sawn to required size)tongued & groovedscrewed on deodar woodbattens 40x50 mm sizeplaced at 300 mm centreto centre including 2coats of bitumen laid hoton the base.

sqm 1202.26 7023.79 -do-

21. Shisham wood blockflooring 25mm thick cut torequired size fixed on alayer of asphalt bitumenlaid on base.

sqm 886.82 4525.98 -do-

22. Teak wood block 25mmthick cut to required sizefixed on a layer of asphaltbitumen laid on base.

sqm 1202.26 5110.98 9.11

23. Paving of hard wood25 mm thick laid on edgein coal tar and asphalt:

-do-

a) Shisham sqm 357.95 2562.69

b) Kikar sqm 357.95 1567.46

24. Tiles skirting laid in 1:2cement mortar over20mm thick cementmortar 1:2 includingcement washing & fillingjoints complete:

9.7

a) Cement sqm 304.31 1097.73

b) Mosaic sqm 349.73 1974.82





1 2 3 4 5 6 725. Grey cement skirting or

dado 10mm thickincluding rounding ofcorners and straighteningof top edge finished tosmooth surface afterplastering:

9.8

a) 1:2 mix sqm 348.99 429.71

c) 1:3 mix sqm 348.99 417.34

d) Extra if skirting ordado is finished withpigment of anycolour.

sqm 33.37 35.88

26. Glazed tiles dado 6mmthick jointed in whitecement & laid over 1:2cement sand mortar20mm thick includingfinishing:

9.7

a) White sqm 550.61 1994.49

b) Coloured sqm 550.61 2080.84

27. Mosaic dado or skirtingwith one part of cement &2 parts of marble chipslaid over 13mm thickcement plaster 1:3complete with finishingand polishing:

9.9

a) 10 mm (with greycement)

sqm 617.59 899.41

b) 13 mm (with greycement)

sqm 617.59 974.48

c) 10 mm (with whitecement)

sqm 617.59 950.31

d) 13 mm (with whitecement)

sqm 617.59 1048.75

28. Vinyle floor tiles laid withadhesive 300 x 300 x 5mm size on firmfoundation.

sqm 145.59 714.93 9.12

29. Flooring comprising offirst class Granite glazedtiles with 13 mm thickwhite bond cement.

sqm 376.21 1896.79





1 2 3 4 5 6 730. Providing and laying Tuff

tile over 100 mm thicksand complete.

sqm 62.47 683.04

31. Glass strips for dividingthe flooring into panels:

9.9

a) 25 mm m 59.44 71.60

b) 40 mm m 59.44 73.59

c) 50 mm m 59.44 75.97

d) 75 mm m 59.44 77.57

SECTION –10 SURFACE RENDERING


SECTION - 10SURFACE RENDERING

(Plastering, Pointing, White Washing, Colour Washing and Distempering etc.)1. Rates for all finished works shall include the removal of surplus debris, unused

material and by products.2. The composite rates shall constitute compensation for the completed items of works

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



1 2 3 4 5 6 71. Cement neru plaster 1:2

(cement & sand).

a) 6 mm sqm 143.59 212.75

10.1,10.2 &10.6

b) 13 mm sqm 143.59 234.97

2. Stucco cement plaster1:2:4 (cement sand &shingle) 50 mm thick.

sqm 336.07 644.24 -do-

3. Cement plaster (1:2) upto1st floor height:

-do-


Add extra10%, 30% &50% abovelabour ratesonly or 5%,15% & 20%on thecompositerates for2nd, 3rd, 4thandsubsequentfloorsrespectively.


-do-



-do-


6. Applying floating coat ofcement one (1) mm thick.

sqm 94.19 117.41 -do-

7. Cement pointing flushupto 1st floor height inratio:

-do-

a) 1:2 sqm 143.59 189.96b) 1:3 sqm 143.59 180.34

8. Cement pointing 1:2 flushon floor.

sqm 104.83 151.20 -do-

9. Cement pointing struckjoints on walls in ratio:

-do-

a) 1:2 sqm 168.55 214.92





1 2 3 4 5 6 7b) 1:3 sqm 168.55 205.30

10. Pointing flush on stonework:

-do-

a) cement mortar 1:2(cement & sand)

sqm 140.96 177.72

b) cement mortar 1:3(cement & sand)

sqm 267.48 304.23

13. Racking & washing jointsof stone masonry (oldwork)

sqm 66.74 10.1 &10.2

14. Racking & washing jointsof birck masonry (oldwork)

sqm 33.37 -do-

15. Priming coat of chalkunder distemper.

sqm 14.28 15.81 10.1,10.2 &10.9

16. Distempering:

a) One coat over andincluding cost ofpriming coat.

sqm 38.76 55.44

10.1 &10.2

b) Two coat over andincluding cost ofpriming coat.

sqm 57.42 78.29

17. Colour Washing (Lime):

a) One coat over andincluding cost ofpriming coat.

sqm 9.89 13.48

10.1,10.2 &10.8

b) Two coat over andincluding cost ofpriming coat.

sqm 16.69 22.86

18. White washing

a) One coat sqm 6.18 12.25b) Two coat sqm 19.27 28.51

10.1,10.2 &10.7

c) Three coat sqm 24.38 36.73

19. Extra cost of labour &material for red oxidepigment in cementpointing to match with thecolour of bricks.

sqm 9.89 15.97 10.1 &10.2

20. Gypsum plaster 13mmthick upto 1st floor height.

sqm 143.59 171.65 -do-





1 2 3 4 5 6 721. Rough grey cement

machine spray 1:1 (greycement and white marblepowder) laid uniform upto6.0mm thicknessminimum.

sqm 143.59 216.91 10.1,10.2 &10.6

22. Rough white cementmachine spray 1:1 (whitecement and marblepowder) laid uniform upto6.0mm thicknessminimum.

sqm 143.59 262.24 -do-

23. Preparing Surface andPainting of Water Proofcement base coating,each coat.

sqm 8.81 29.75 20.8

24. Weather shield paintthree coats on newcement plaster surface.

sqm 57.42 208.79

25. Weather shield paint onpainted/old surface, onecoat.

sqm 22.97 71.03

SECTION –11 WOOD WORK


SECTION - 11W O O D W O R K

1. No extra rates to be paid for sawing as the rate are inclusive of such contingencies.





1 2 3 4 5 6 71. Plain wood works sawn

wrought, planned andfixed in position includingcost of nails and screwsetc:

11.1

a) Deodar cum 21320.27 191480.57

b) Shisham cum 29826.49 106716.48

2. Plain wood work sawnplanned & wrought forregulation karries orneedles etc:

-do-

a) Deodar cum 16148.85 183265.01

b) Shisham cum 24842.15 98687.99

3. Teak wood wroughtframed & fixed in placeincluding chowkats holdfasts, tower bolts,chocks, cleats, handles,cord with hooks & cost ofnails and screws, etc.panelled or panelled &glazed or full glazed:

11.1,11.2 ,11.3 &11.12

Size 1.22 mx 2.10 m(4' x 6.75')

a) 50 mm sqm 2370.32 21099.56

b) 45 mm sqm 2355.19 19546.90

4. Teak wood wroughtjoinery doors andwindows with frames and22 SWG galvanized wiregauze 12x12 to 25x25sqmm meshes includingbrass fittings complete:

11.1&11.8

Size 1.22 mx 2.10 m(4' x 6.75')

a) Framing 44mm thickwith ordinary hingesand fixed in position.

sqm 1463.16 10623.50





1 2 3 4 5 6 7b) Ditto 40 mm thick sqm 1445.98 9068.79

c) Chowkats 20mm withstrips and screws.

sqm 512.38 2862.03 11.1 &11.9

d) Fixed with 13mmstrips on a separate50x50 mm frame forC.windows.

sqm 826.17 7519.12

5. Expanded metal 13mmto 20mm mesh 16 gaugefixed to chowkat with25mm teak woodmoulding/strips andscrews for window.

sqm 512.38 3121.81 11.1 Size 1.22 mx 0.6 m(4' x 2')

6. Deodar wood wroughtjoinery work in doors &windows etc. fixed inposition includingchowkats, holdfastshinges, iron tower bolts,chocks, cleats handlesend cords with hooks etc.deodar, panelled orpanelled and glazed orfully glazed:

11.1 ,11.2 ,11.3 &11.12

Size 1.22 mx 2.10 m(4' x 6.75')

a) 50 mm sqm 1450.09 13265.53

b) 45 mm sqm 1273.40 11490.33

c) 40 mm sqm 1184.63 11110.91

7. Deodar wood framedbraced & battened doors& windows complete withiron fittings & fixed inposition, includingchowkats:

11.1 &11.4

a) 55mm thick with30mm battens and25mm planks.

sqm 1703.56 13499.74 Size 0.91 mx 2.13 m(3’ x 7’)

b) 45mm thick with25mm battens and20mm planks.

sqm 1317.07 11166.21 Size 0.91 mx 1.98 m(3 x 6.5’)

8. Deodar 25mm thickbattended doors &windows fixed in positioncomplete with iron fittingswithout chowkats.

sqm 989.84 8237.29 11.1,11.4 &11.5

Size 0.91 mx 2.13 m(3’ x 7’)





1 2 3 4 5 6 79. Deodar 25mm battened

ledged & braced, 55mm& 30mm fixed in positioncomplete with iron fittingswith chowkats.

sqm 1472.94 13507.31 11.1,11.4 &11.5

Size 0.91 mx 1.98 m(3’ x 6.5’)

10. Deodar wood frame withbraces & 22 gauges G.I.sheet facing on one sideincluding holdfast,wooden beadings, hingesand locking arrangementcomplete.

sqm 682.22 5718.93 -do- Size 2.44 mx 2.44 m(8’ x 8’)

11. Deodar wood wroughtjoinery work in wiregauze doors andwindows with 22 SWGgalvanized 12x12 to25x25 sqmm meshesincluding iron fittingscomplete.

-do- Size 1.22 mx 2.10 m(4' x 6.75')

a) Framing with ordinaryhinges 45mm thick

sqm 1233.16 7131.50 11.1 &11.8

b) Framing with ordinaryhinges 40mm thick.

sqm 1222.17 6376.49 -do-

c) Wire gauze fixed with13mm strips on50x50mm frame.

sqm 799.92 5382.07 11.1 &11.9

d) Wire gauze fixed tochowkats 20mmstrips and screws.

sqm 509.00 1667.91 11.1 &11.10

12. Deodar wood trellis doors& windows completefixed in position.

sqm 1139.13 6981.68 11.1 Size 0.76 mx 2.13 m(2.5' x 7')

13. Deodar wood panelledwork 40 mm thickincluding frame work(except doors).

sqm 795.58 8491.33 -do- Size 1.22 mx 2.10 m(4' x 6.75')

14. Extra for double actionspring hinges fixed withbrass fittings includingbrass finger plate andtower plates.

Persqm

15.36 397.27 11.1 &11.2

15. Providing & fixing brassspring hinges to wiregauzed doors.

Each 68.64 238.80 -do-





1 2 3 4 5 6 716. Proving and fixing sliding

bolt to doors:11.1 &11.2

a) 305 mm Iron each 70.14 253.51

b) 255 mm Iron each 70.14 223.51

c) 305 mm Brass each 70.14 1153.29

d) 255 mm Brass each 70.14 949.29

17. Extra for brass fittings todoors and windowsexcept for hinges whichshall be of iron:

-do-

a) Deodar wood panelledor panelled & glazedor fully glazed

sqm 20.59

c) Deodar wood wiregauzed shutters.

sqm 16.47

18. Extra for providing andfixing approved qualityrim lock adjustable overthe style surface.

each 199.21 733.65 -do-

19. Providing & fixingapproved quality morticelock.

each 199.21 676.39 -do-

20. Expanded metal 13mmto 20mm mesh 16 gaugefixed with 25mm deodarwood strips and screws.

sqm 269.66 2836.92 11.1 Size 1.22 mx 0.6 m(4' x 2')

21. Expanded metal 13mmto 20mm mesh 16 gaugefixed with 25mm covermoulding & screwsincluding deodar woodframe 50 x 50 mm

sqm 771.70 5986.41 -do- Size 1.22 mx 0.91 m(4' x 3')

22. Providing and fixingalmirah as per standarddesign of WAPDAresidences.

sqm 1389.29 6355.76 -do-

23. Providing & fixingwardrobe as perstandard, design ofWAPDA residences.

sqm 1953.45 4306.98 -do-

24. Making & fixing framesfor doors, windows andC. Windows.

11.1 &11.2

Size 1.22 mx 2.10 m(4' x 6.75')





1 2 3 4 5 6 7a) Teak sqm 482.92 5536.06

b) Deodar sqm 269.92 3505.91

c) Shisham sqm 394.65 1932.80

25. Making & fixing deodarplanking in eave boardsetc. planned on bothsides rebated and fixedincluding nails, screws,bolts and brackets:

11.1

a) 25 mm sqm 463.94 4751.35

b) 20 mm sqm 463.94 3734.12

c) 13 mm sqm 463.94 2571.58

26. Making and fixing deodarwood shelves includingbrackets:

-do-

a) 50 mm sqm 463.94 8961.70

b) 40 mm sqm 463.94 6781.92

c) 25 mm sqm 463.94 4747.46

27. Making and fixing cleatsfor doors and windowsincluding hinges andscrews.

each 57.24 220.69 11.1 &11.2

28. Making and fixing cleatswith brass hooks for roofventilators.

each 57.24 75.24 -do-

29. Hard wood railing of anyshape & design includingbends & corners fixed inposition includingpolishing complete.

11.1

a) Teak m 491.62 2405.27

b) Shisham m 491.62 1103.79

30. Deodar wood dado orpicture rail 75 x 40 mmas per approved designincluding moulding &fixing in place withscrews, nails, plugs andpainting complete.

m 255.18 1197.07 -do-

31. Sawing wood by hand: -do-

a) Soft wood (deodar,kail or chir).

sqm 169.30





1 2 3 4 5 6 7b) Hard wood (shisham,

kikar teak or sal).sqm 339.64

32. Sawing wood bymachines:

11.1

a) Soft sqm 56.20 138.70

b) Hard sqm 112.90 278.65

33. Making & fixing sunshade of deodar woodincluding brackets.

sqm 557.09 5797.91 -do- Size 1.52 mx 0.30 m(5' x 1')

34. Making & fixing 25mmthick kail or chir woodnotice board with frame.

sqm 645.30 2434.67 -do- Size 1.88 mx 0.91 m(6' x 3')

35. Making & fixing 6mmthick ply wood in panelsincluding making framework for ceiling orpartition.

sqm 164.73 1407.42 -do- Size 3.66 mx 4.88 m(12' x 16')

36. Hard board sheets fixedin panels includingmaking frame work forceiling or partition.

sqm 164.73 1183.14 -do- Size 3.66 mx 4.88 m(12' x 16')

37. Dismantling and refixingeave boards.

m 75.50 -do-

38. Making and fixingwooden stair casecomplete 600 mm to915mm wide, from 40mmthick plank of deodarwood, including handrails.

m 858.29 10656.96 -do-

39. Fixing door and windowsincluding chowkats.

each 203.17 11.1 &11.2

40. Glazing with panes: 11.12

a) Glass Panes 454 to512gm used withputty.

sqm 201.89 864.87 (16 oz to 18oz)

b) Glass Panes 454 to512 gm used withdeodar wood fillet andputty.

sqm 201.89 1155.51 (16 oz to 18oz)

c) Glass Panes 680 to737gm used withdeodar wood fillet andputty.

sqm 201.89 1289.38 (24 oz to 26oz)





1 2 3 4 5 6 741. Glazing with plate glass

6mm thick using PVCgasket.

sqm 298.63 1214.79 11.12

42. Proving & Fixing Flushdoor leaf as per CDOstandard drawing.

sqm 551.20 3595.92 20.8

43. Providing & Fixingdeodar beading taperingfrom 18mm to 6mm;

11.17

(i) with 60 mm width m 16.22 124.28

(ii) with 76 mm width m 17.69 217.74

44. Providing & fixinglaminated board forCupboard upto 600mmdeep complete in allrespect.

sqm 202.37 5588.19 Size:2.287m x1.982m(7½” x 6½”)

45. Providing & fixinglaminated board forWardrobe shuttercomplete in all respect.

sqm 191.87 2585.05 Size:1.60m x2.896m(5¼” x 9½”)

SECTION –12 PAINTING AND VARNISHING


SECTION - 12PAINTING AND VARNISHING

1. No extra rates to be paid for sawing as the rate are inclusive of such contingencies.





1 2 3 4 5 6 71. Cleaning & oiling wood

work:12.1

a) Cleaning painted woodwork with oil & water

sqm 13.60 30.61

b) Oiling wood work withboiled linseed oil.

sqm 13.60 39.08

2. Brushing and scarpingblisters of old paints fromwood work.

sqm 22.99 -do-

3. Scraping brushing andremoving oil paint frommetal surface.

sqm 109.84 -do-

4. Painting old surfaces: -do-

a) Painting corrugatedsurfaces, patentroofing, etc. with oilpaint:

12.4

i) First coat sqm 46.75 102.01

ii) Each subsequent coat sqm 35.06 77.77

b) Painting sashes, fanlights, glazed orgauzed doors &windows:

12.2



c) Painting doors andwindows any type:

-do-



d) Painting guard bars,gates, iron bars,

12.4





1 2 3 4 5 6 7gratings, railing(including standardbraces etc.) andsimilar open work:



e) Painting fillets,framing, skirting,pipes, gutters andsimilar linear worksnot exceeding 152 mmgirth:

12.4

i) First coat m 7.79 16.31

ii) Each subsequent coat m 5.19 11.45

f) Painting smalldetached articles notexceeding 0.10 sqm ofpainted surface:

12.212.4

i) First coat no. 9.41 19.33

ii) Each subsequent coat no. 7.83 14.09

g) Painting smalldetached articlesexceeding 0.10 sqmand not exceeding0.30 sqm of paintedsurface

-do-



5. Painting new surfaces: 12.112.3

a) Preparing surface andpainting corrugatedsurface, patentroofing etc:

12.4

i) Priming coat sqm 49.18 129.54


b) Preparing surface andpainting sashes, fans,lights, glazed orgauzed doors &windows etc. any type(including edges):

12.3






1 2 3 4 5 6 7ii) Each subsequent coat sqm 16.88 56.98

c) Preparing surface andpainting of doors andwindow any type(including edges):

12.3



d) Preparing surface andpainting of guard bars,gates of iron bars,gratings, railings,(including standards,braces, etc.) andsimilar open works:

12.4



e) Preparing surface andpainting fillets,framing, skirting, pipesgutters & similar linearworks not exceeding152mm girth:

-do-

i) Priming coat m 7.79 19.44

ii) Each subsequent coat m 3.90 12.93

f) Painting smalldetached articles notexceeding 0.10 sqmof painted surface:

12.212.4



g) Painting smalldetached articlesexceeding 0.10 sqmand not exceeding0.30 sqm of paintedsurface

-do-



h) Extra for knotting andstepping to primingcoat on new surfaceof wood.

Sqm 4.73 19.46 12.3





1 2 3 4 5 6 76. Providing, preparing

surface & applying3 coats of approved typeof plastic emulsion paintto plastered surface asper manufacturer'sspecifications.

sqm 140.25 308.50 12.11

7. Applying Khanki mixturehot to barrage gates:

12.4 &12.6


ii) Second coat sqm 27.19 37.62

8. French polishingcomplete on;

12.7

i) new work sqm 393.37 459.44

ii) old work sqm 205.41 239.80

9. Varnishing wood workincluding cleaning andpreparing surface:

12.5



ii) Third coat sqm 14.28 63.65

10 Bitumen coatings toplastered or cementconcrete surface using0.60 kg / sqm.

sqm 27.59 97.91 12.8

11. Coaltar painting laid hot: -do-



12. Solignum paintingapplied hot:

12.9

i) One coat work sqm 28.36 45.52

ii) Two coat work sqm 42.54 68.45

13. Creosote painting appliedhot:

-do-

i) One coat work sqm 28.36 45.52

ii) Two coat work sqm 42.54 68.45

14. Painting 600 mm withgauge reading to 10th of300 mm.

m 42.85 50.70 12.4





1 2 3 4 5 6 715. Painting sounding rods &

other gauges, reading to10th of 300 mm.

m 20.78 22.35 12.4

16. Painting levelling staves m 684.33 718.84 12.9

17. Writing letters or figuresper letter per 25mmheight.

per no. 12.99 14.72 12.1 &12.11

18. Painting distance marksfor white ground andblack lettering on bothfaces.

eachno.

64.93 132.37 -do-

19. Painting (2 coats) andlettering both sides ofintermediate stone.

eachno.

40.26 58.99 -do-

20. Painting (2 coats) andlettering both sides ofK.M. stone

eachno.

324.66 475.54 -do-

21. Painting (2 coats) andlettering of sign posts.

eachno.

428.55 579.43 -do-

22. Painting letters withshade (25 mm height)

perletter

20.78 21.99 -do-

23. Burning off or rubbingdown with pumice stoneold paint from wood work.

sqm 71.86 116.81 -do-

24. Removing with causticsoda, old paint fromwood work.

sqm 27.59 34.07 -do-

25. Removing paint orvarnish from walls.

sqm 55.18 -do-

26. Scarping from hydraulicgates:

-do-

i) Khanki paint sqm 6.64 26.77

ii) Aluminium paint sqm 13.79 33.92

27. Scraping rust from oldrails or girders.

sqm 82.25 93.62 -do-

28. Chiselling old paint frombrick work.

sqm 82.25 90.88 -do-

29. Cleaning glasses withchalk and spirit, etc.

sqm 55.18 57.37 -do-

30. Cleaning & oiling rafter orrolled steel beams.

sqm 27.59 42.20 -do-

SECTION –13 WATER SUPPLY AND SANITATION


SECTION-13WATER SUPPLY AND SANITATION





1 2 3 4 5 6 7

TUBEWELLS

1. Boring for tubewells in allwater bearing soils fromground level to 30mdepth including sinking &with-drawing of casingpipe with internaldiameter.

13.1.2

a) 75 mm m 302.50 334.86b) 100 mm m 402.85 440.44c) 125 mm m 834.63 896.84d) 150 mm m 1366.93 1489.74e) 200 mm m 3538.56 3734.71f) 250 mm m 4309.20 4589.83g) 300 mm m 4309.20 4621.66h) 375 mm m 6657.88 7051.63i) 450 mm m 6657.88 7077.88j) 550 mm m 6657.88 7124.82

2. Boring for tubewells in allwater bearing soils from30m depth below groundlevel to 60m depthincluding sinking & with-drawing of casing pipewith internal diameter.

-do-

a) 100 mm m 730.52 789.28b) 125 mm m 1521.14 1633.80c) 150 mm m 2087.85 2251.93d) 200 mm m 4475.27 4673.68e) 250 mm m 5124.17 5391.47f) 300 mm m 5448.62 5739.20g) 375 mm m 7737.11 8067.85h) 450 mm m 7737.11 8113.54i) 550 mm m 7737.11 8147.87





1 2 3 4 5 6 73. Boring for tubewells in all

water bearing soils from60m depth below groundlevel to 90m depthincluding sinking & with-drawing of casing pipewith internal diameter.

13.1.2

a) 100 mm m 966.53 1035.84b) 125 mm m 2102.23 2243.63c) 150 mm m 3219.13 3421.14d) 200 mm m 5385.62 5634.57e) 250 mm m 6561.67 6895.18f) 300 mm m 6561.67 6927.01g) 375 mm m 8263.19 8709.82h) 450 mm m 8263.19 8736.08i) 550 mm m 8263.19 8783.02

4. Boring for tubewells in allwater bearing soils from90m depth below groundlevel to 120m depthincluding sinking & with-drawing of casing pipewith internal diameter.

-do-

a) 200 mm m 6295.36 6570.79b) 250 mm m 7674.11 8034.02c) 300 mm m 7674.11 8065.85d) 375 mm m 9342.42 9815.46e) 450 mm m 9340.57 9839.86f) 550 mm m 9340.57 9886.80

5. Boring for tubewells in allwater bearing soils from120m depth belowground level to 150mdepth including sinking &with-drawing of casingpipe with internaldiameter.

-do-

a) 200 mm m 7205.09 7506.92b) 250 mm m 8786.55 9172.86c) 300 mm m 8786.55 9204.69d) 375 mm m 10631.41 11130.84e) 450 mm m 10629.56 11155.24





1 2 3 4 5 6 76. Providing strong

substantially built woodenlocked box size 600 x600 x 230mm withcompartments forpreserving 1.0kg samplesof strata obtained fromthe bore hole and takingpreserving in box 1.0kgsamples of strataobtained from the borehole.

Job 1287.77 7396.45 13.1.2.313.1.2.4

7. Furnishing samples ofwater from bore holeincluding necessarypumping or boiling,providing samplingbottles and filling watersamples in to it.

Job 92.70 121.50 13.1.2.4

8. Providing & installationbrass strainer of followingdiameter into tubewellbore including M.S.reducer, sockets & bailplugs.

13.1.3

a) 40 mm m 50.99 953.91b) 50 mm m 94.18 1221.64c) 75 mm m 94.18 1518.21d) 100 mm m 117.01 2527.22e) 125 mm m 167.69 4019.35f) 150 mm m 240.53 3951.44g) 175 mm m 240.53 4356.16h) 200 mm m 363.40 5090.32i) 225 mm m 363.40 5772.51j) 250 mm m 448.06 6481.11k) 300 mm m 538.08 8945.09l) 375 mm m 639.43 13716.96

9. Providing and installingPVC class 'B' strainer offollowing diameterincluding bail plug,sockets & solution.

-do-






1 2 3 4 5 6 7f) 250 mm m 145.55 3472.68g) 300 mm m 179.80 4772.11h) 350 mm m 179.80 6035.95

10. Providing and installingPVC class 'D' strainer offollowing diameterincluding bail plug,sockets & solution.

13.1.3

a) 32 mm m 52.04 187.69b) 40 mm m 52.04 232.35c) 50 mm m 56.20 330.00d) 63 mm m 56.20 484.05e) 75 mm m 89.08 670.98f) 100 mm m 97.18 1068.87g) 125 mm m 97.18 1546.17h) 150 mm m 110.68 2214.58

11. Providing & installingfibre glass strainer offollowing diameter withbail plug includingsockets & solution etccomplete.

-do-


12. Providing & installing mildsteel blind pipe havingfollowing diameter (mm)& thickness (mm) withsockets into tubewellbore hole includingjointing/welding withstrainer.

-do-

a) 50, 3 m 94.18 854.37b) 75, 3 m 94.18 1718.73c) 100, 3 m 117.01 2489.95d) 125, 5 m 167.69 3534.07e) 150, 5 m 240.53 4782.77f) 175, 5 m 240.53 6335.42g) 200, 5 m 363.40 8010.93h) 225, 5 m 363.40 9739.98





1 2 3 4 5 6 7i) 250, 6 m 448.06 11553.70j) 300, 6 m 538.08 14691.56k) 375, 6 m 639.43 20708.76

13. Providing & installingPVC class 'B' blind pipeof following diameter intotubewell bore holeincluding sockets &solution.

13.1.3


14. Providing and installingPVC class ‘D’ blind pipeof following diameter intotubewell bore holeincluding sockets &solution.

-do-


15. Providing & installingfibre glass blind pipe offollowing diameter intotubewell bore with socket& solution.

-do-






1 2 3 4 5 6 716. Shrouding & filling

around strainer/blind pipegraded bajri (3mm to10mm) into spacebetween the bore walland strainer/blind pipewith internal diameter:

13.1.4


17. Providing & placing ofcement sand grout (1:1)around blind pipe & borehole wall with internaldiameter:

13.1.5


18. Testing & developing oftubewell of size 150 mm(6”) size and above.

13.1.6

a) Development by Air liftTool Method

i) Discharge upto0.0425 cumec(1.50 cusecs).

each 12265.76 81931.74

ii) Discharge above0.0425 cumec (1.50cusecs).

each 20442.93 159774.89

b) Development &Testing by pumping





1 2 3 4 5 6 7 (Raw Hiding) Method

i) Discharge upto0.0425 cumec (1.50cusecs).

each 16949.48 69951.63

ii) Discharge above0.0425 cumec(1.50 cusecs).

each 16949.48 83188.23

PIPE LINES19. Providing, lowering &

laying into trenches,jointing & testing A.C.class B pipe line withinternal diameter.

13.2.2.1513.2.4

to13.2.9

a) 75 mm m 84.94 475.87b) 100 mm m 97.07 685.78c) 150 mm m 140.92 1272.34d) 200 mm m 196.07 2005.89e) 250 mm m 249.10 3169.64f) 300 mm m 325.88 4235.26g) 400 mm m 325.88 6764.86

20. Providing, laying intotrenches, jointing &testing PVC class 'B' pipeline with specials forinternal Ø:

-do-

a) 75 mm m 57.20 609.46b) 100 mm m 84.94 921.11c) 150 mm m 113.89 1727.63d) 200 mm m 142.14 2625.93e) 250 mm m 170.38 5028.49f) 300 mm m 199.34 7433.12g) 375 mm m 227.07 9835.17

21. Providing, lowering &laying into trenchesjointing and testing PVCclass 'D' pipe line withspecials for internal Ø:

-do-

a) 50 mm m 42.82 405.95b) 75 mm m 57.20 834.36c) 100 mm m 84.94 1383.65d) 150 mm m 113.89 2924.67

22. Lowering, laying intrenches and jointingRCC plain or glazed

13.3.2.1.313.3.3

to





1 2 3 4 5 6 7earthen ware pipes,specials in 1:1:5 cement,sand mortar and finishingthe dowel to angle of 45ºwith 1:1 cement sandmortar including cost ofyarn, cutting & chippingwhere required withinternal diameter:

13.3.513.3.9

a) 100 mm m 55.54 67.58b) 150 mm m 55.54 68.20c) 175 mm m 55.54 72.08d) 200 mm m 83.11 102.07e) 225 mm m 83.11 103.22f) 250 mm m 98.68 120.99g) 300 mm m 119.62 145.55h) 375 mm m 144.80 172.94i) 450 mm m 176.45 207.11j) 525 mm m 200.71 236.30k) 600 mm m 225.74 264.16l) 675 mm m 266.49 309.63m)750 mm m 306.32 354.71

23. Providing, lowering &laying into trenches andjointing cement concretereinforced pipeline tocorrect alignment &grade including cutting ofpipes where necessarycost of jointing material &testing with internaldiameter:.

13.3.2.1.313.3.3.

to13.3.613.3.9

a) 100 mm m 55.54 329.06b) 150 mm m 55.54 584.99c) 175 mm m 55.54 756.08d) 200 mm m 83.11 827.98e) 225 mm m 83.11 875.03f) 250 mm m 98.68 988.31g) 300 mm m 119.62 1173.33h) 375 mm m 144.80 1456.02i) 450 mm m 176.45 1684.80j) 525 mm m 200.71 2007.40k) 600 mm m 225.74 2328.67l) 675 mm m 266.49 3055.60m)750 mm m 306.32 3546.99

24. Lowering & laying castiron pipes & specials intotrenches of any depth,to required alignment &

13.3.2.1.113.3.3.

to13.3.6





1 2 3 4 5 6 7Gradients with internaldiameter:

13.3.9

a) 50 mm m 22.55b) 63 mm m 29.49c) 75 mm m 36.42d) 100 mm m 40.51e) 125 mm m 51.51f) 150 mm m 55.60g) 175 mm m 65.38h) 200 mm m 72.31i) 225 mm m 87.93j) 250 mm m 96.10k) 300 mm m 115.81l) 375 mm m 152.37

25. Jointing cast iron socket& spigot pipes, valves &specials with run leadduly caulked includingtesting (inclusion of costof yarn, lead fuel & toolsetc) with internaldiameter:

13.2.4.613.3.6.5

a) 75 mm Perjoint

244.50 743.05

b) 100 mm -do- 280.08 899.18c) 125 mm -do- 315.66 1115.16d) 150 mm -do- 366.75 1243.61e) 175 mm -do- 402.33 1474.12

26. Making flanged joints forcast iron pipes, valvesand specials includingcost of all bolts, nuts &rubber packing etc withinternal diameter:

-do-

a) 50 mm Perjoint

152.81 376.00

b) 63 mm -do- 152.81 448.00c) 75 mm -do- 152.81 451.16d) 100 mm -do- 190.71 493.08e) 125 mm -do- 228.61 602.98f) 150 mm -do- 266.51 715.75g) 175 mm -do- 305.63 830.32h) 200 mm -do- 343.52 944.82i) 225 mm -do- 381.42 1058.17j) 250 mm -do- 458.44 1207.19k) 300 mm -do- 534.24 1434.46l) 375 mm -do- 611.25 1743.00





1 2 3 4 5 6 727. Providing and fixing G.I.

flanges including bolts,nuts, gasket etc andcutting threads to pipes &specials with internaldiameter:.

13.2.4.6.3

a) 50 mm Perjoint

190.71 1253.90

b) 63 mm -do- 190.71 1517.90c) 75 mm -do- 190.71 1749.06d) 100 mm -do- 228.61 2030.98e) 125 mm -do- 305.63 2984.00f) 150 mm -do- 342.30 3431.55g) 175 mm -do- 381.42 3882.12h) 200 mm -do- 419.32 4332.62i) 225 mm -do- 495.12 4819.86j) 250 mm -do- 572.13 5304.88k) 300 mm -do- 647.93 5868.15l) 375 mm -do- 724.95 6512.69

28. Providing & fixing C.I.surface boxes for sluicevalves, fire hydrants, airvalves and metre boxesetc., but excluding thecost of masonrychamber:

13.2.2.513.2.4.9

a) Sluice valves (230x 230 mm)

each 106.74 1394.61

b) Air valves, metrebox & fire hydrants(230 x 150 mm)

each 88.95 732.14

c) Air valves, metrebox & fire hydrants(100 x 100 mm)

each 71.16 377.82

29. Providing & fixing ferrulesincluding drilling &tapping pipelines andscrewing in ferrules &connections with internaldiameter:

13.2.2.6132.4.10

a) 13 mm each 106.74 269.19b) 20 mm each 156.56 366.26c) 25 mm each 234.84 518.79

30. Cutting cast iron pipes &specials and chipping offor filling surface to auniform finish withinternal diameter:

13.2.4.2





1 2 3 4 5 6 7a) 50 mm each

cut206.37

b) 63 mm -do- 220.60c) 75 mm -do- 298.88d) 100 mm -do- 355.81e) 125 mm -do- 362.93f) 150 mm -do- 391.40g) 175 mm -do- 405.63h) 200 mm -do- 441.21i) 225 mm -do- 498.14j) 250 mm -do- 583.53k) 300 mm -do- 683.16

31. Providing & fixingtemporary woodentapered plugs of hardwood to ends of pipelines with internaldiameter:

13.2.4.1

a) 50 mm eachplug

10.67 23.38

b) 63 mm -do- 10.67 14.95c) 75 mm -do- 15.66 45.79d) 100 mm -do- 26.33 72.76e) 125 mm -do- 35.58 103.19f) 150 mm -do- 39.14 131.18g) 175 mm -do- 47.68 168.23h) 200 mm -do- 51.24 223.10i) 225 mm -do- 54.08 289.48j) 250 mm -do- 59.78 344.86k) 300 mm -do- 80.41 558.54

32. Construction of sluicevalve or fire hydrantchamber 610x610mmminimum size, 230mmthick brick work 1:5cement sand mortar,114mm thick 1:4:8cement concrete infoundation 50mm thick1:2:4 cement concrete inbed, 75mm 1:2:4 RCCslab on top and 13mmthick 1:3 cement sandplaster inside.

perjob

4680.39 10806.19 13.2.4.8

33. Providing & fixingsocketed or flangedsluice valve complete inall respects with internal

13.2.2.213.2.4.8





1 2 3 4 5 6 7diameter:

a) 50 mm each 305.63 2169.90b) 63 mm each 305.63 2208.12c) 75 mm each 305.63 2871.00d) 100 mm each 381.42 3610.47e) 125 mm each 457.22 5510.27f) 150 mm each 533.01 7172.65g) 175 mm each 611.25 10218.05h) 200 mm each 687.05 13261.99i) 225 mm each 762.84 15584.95j) 250 mm each 916.88 17982.98k) 300 mm each 1068.47 22029.36l) 375 mm each 1068.47 26075.38

34. Providing & fixing firehydrants complete in allrespects with internaldiameter:

13.2.2.313.2.4.9

a) 50 mm each 270.42 1961.74b) 65 mm each 270.42 2364.18

35. Laying, jointing fixing &testing G.I. or W.I. pipeslines with all specialsinside buildings &trenches with internaldiameter:

13.2.2.1.313.2.4.6

to13.2.9

a) 13 mm m 57.20b) 20 mm m 68.59c) 25 mm m 80.69d) 32 mm m 97.03e) 40 mm m 108.42f) 50 mm m 117.10g) 63 mm m 136.66h) 75 mm m 153.52i) 100 mm m 193.87j) 125 mm m 250.56k) 150 mm m 274.04

36. Providing, laying, jointing& testing heavy water orsteam quality G.I. or W.I.pipes & specials insidebuildings & trenches withinternal diameter:

-do-

a) 13 mm m 57.20 223.62b) 20 mm m 68.59 298.46c) 25 mm m 80.69 404.90





1 2 3 4 5 6 7d) 32 mm m 97.03 511.63e) 40 mm m 108.42 640.23f) 50 mm m 117.10 783.75g) 63 mm m 136.66 1040.12h) 75 mm m 153.52 1208.53i) 100 mm m 193.87 1675.99j) 125 mm m 250.56 2415.32k) 150 mm m 274.04 2913.85

37. Providing & fixing flangesto G.I. or W.I. pipesincluding all bolt, nuts,washers & gaskets etc.for internal diameter:

13.2.4.6

a) 13 mm Perjoint

113.69 555.08

b) 20 mm -do- 113.69 610.27c) 25 mm -do- 113.69 656.26d) 32 mm -do- 113.69 707.66e) 40 mm -do- 152.81 1223.23f) 50 mm -do- 152.81 1284.09g) 63 mm -do- 152.81 1476.09h) 75 mm -do- 152.81 1705.53i) 100 mm -do- 190.71 1985.21

38. Dismantling, disjointing,removing & cleaning ofexternal surface of G.I. orW.I. pipe line withspecials, valves andfittings and removal ofholder bates and stackingall material at site of workfor internal diameter:

13.5.13

a) 13 mm m 28.25b) 20 mm m 48.52c) 25 mm m 68.59d) 32 mm m 97.03e) 40 mm m 117.10f) 50 mm m 136.66g) 63 mm m 157.45h) 75 mm m 177.01i) 100 mm m 197.28

39. Refixing, cleaningthreads and rejointingdismantled G.I. or W.I.pipes, specials, valvesand fittings etc. complete

13.2.4





1 2 3 4 5 6 7in all respects withinternal diameter:

a) 13 mm m 40.34b) 20 mm m 68.59c) 25 mm m 88.86d) 32 mm m 117.10e) 40 mm m 130.97f) 50 mm m 145.35g) 63 mm m 165.62h) 75 mm m 185.18i) 100 mm m 205.96

40. Cutting holes 230mmsquare through stone,brick or concrete blockmasonry in cement wallsfor pipes and makinggood to original condition:

13.4.7

a) Upto 455mm thickness each 358.85 409.62

b) Upto 915mm thickness each 473.68 576.15

41. Cutting holes upto230mm square for pipesin floors and roofs ofbricks or tiles with baseconcrete and makinggood to original conditionupto 300mm thickness.

each 179.43 194.17 -do-

42. Cutting holes upto230mm square for pipesin floors and roofs ofcement, reinforcedcement concrete orreinforced brick work &making good to originalcondition 150mmthickness.

each 268.42 311.26 -do-

43. Cutting slots upto 230mmwide in cement concrete,conglomerate floors &making good to originalcondition upto 50mmthickness of topping.

m 470.81 658.94 -do-

44. Providing & fixing C.I. orW.I. pipe sleeve pieceshaving following diameterin walls, floors & roofs.

13.5.8

a) 13 mm each 55.47 91.24b) 20 mm each 55.47 96.85





1 2 3 4 5 6 7c) 25 mm each 73.96 134.98d) 32 mm each 73.96 140.59e) 40 mm each 92.45 175.22f) 50 mm each 92.45 465.04g) 63 mm each 110.94 498.35h) 75 mm each 129.43 531.67i) 100 mm each 138.68 650.35j) 125 mm each 147.92 859.79k) 150 mm each 166.42 1078.49

45. Providing & fixinggalvanized malleable ironholder bats or hold faststo pipe lines fixed onwalls and ceilingsincluding cutting walls orceiling & making good tooriginal condition withinternal diameter;

13.5.7

a) 13 mm each 14.23 19.41b) 20 mm each 26.90 33.24c) 25 mm each 31.79 41.31d) 32 mm each 39.12 51.54e) 40 mm each 48.90 68.22f) 50 mm each 53.79 85.53g) 63 mm each 58.68 97.31h) 75 mm each 63.57 107.72i) 100 mm each 75.80 111.00

46. Providing & fixing hardbrass or gun metal peetvalves heavy pattern withhand wheel on G.I. orW.I. pipe lines laid in theground or inside buildingsfor diameter:

13.5.4

a) 13 mm each 293.40 403.78b) 20 mm each 354.53 513.20c) 25 mm each 415.65 650.22d) 32 mm each 476.78 824.02e) 40 mm each 525.68 1022.40f) 50 mm each 1075.81 1774.90g) 63 mm each 1283.63 2553.03h) 75 mm each 1625.93 3281.67i) 100 mm each 1797.09 4653.23





1 2 3 4 5 6 747. Providing and fixing

75mm dia G.I. Union(China)

each 152.81 1386.41 13.213.5

48. Providing and fixing stopchocks of gun metal orhard brass, screw downtype on G.I. or W.I. pipelines, laid in trenches orinside buildings fordiameter:

-do-


49. Providing & fixing bib tapof gun metal or hardbrass, screw down typeon G.I. or W.I. pipe lineshaving diameter;

13.5.5


50. Providing, fixing andtesting gun metal gatevalve complete fordiameter:

13.5.4

a) 50 mm each 152.81 3572.81b) 75 mm each 305.63 9905.63

51. Providing & fixing refluxvalve having diameter of100 mm.

each 305.63 1257.68 13.5.4.2

52. Providing & fixing C.I.surface box for peetvalves or stop cocks(100mm x 100mm).

each 88.95 328.12 13.2.2.5

53. Construction of peetvalves or stop cockmasonry chamber of size230mm x 230mm.

each 501.87 1434.15 13.2.4.8

SURFACE DRAINS54. Making house outlet

connection includingcutting and formingparnalas and makingkhuras:

13.7.1

a) 300mm x 300mm each 266.99 393.54





1 2 3 4 5 6 7b) 300mm x 150mm each 249.69 321.75c) 230mm x 150mm each 254.22 314.67

55. Tega formed first classbricks on end laid tolines, grades, slopes &shape with cement sandmortar 1:5 thick:

13.7.1

a) 75 mm m 41.21 120.83b) 115 mm m 61.55 175.19

56. First class bricks laid flatin reimbursement in &over 1:6 cement sandmortar on sides of drainsand in other works whererequired, over cementconcrete or otherfoundation. All joints to beleft completely filled &struck flush.

sqm 200.14 565.73 -do-

57. First class bricks laid onedge in reimbursement in& over following cementsand mortar on sides ofdrains & in other workswhere required, overcement concrete or otherfoundation. All joints tobe left completely filledand struck flush:

-do-

a) 1:5 sqm 285.74 849.16b) 1:6 sqm 285.74 831.75

58. First class flat bricksherring bond pitching laidto the lines gradesshapes & slopes inCement sand mortar:

-do-

a) 1:5 sqm 184.09 559.79b) 1:6 sqm 184.09 691.59

59. First class bricks on edgeherring bond pitching laidto the lines, grades,shapes & slopes inCement sand mortar:

13.7.2

a) 1:5 sqm 236.74 800.16b) 1:6 sqm 236.74 782.75





1 2 3 4 5 6 760. Constructing Punjab

Standard drainsconsisting of draincunette of cementconcrete 1:2½:5 overcement concrete 1:6:18in foundation completelaying to lines grades,slopes and shapes:

13.7.1

a) Type - I m 209.38 707.98b) Type - II m 299.57 995.86c) Type - III m 348.71 1073.25d) Type - IV m 407.39 1304.43e) Type - V m 518.53 1620.51f) Type - VI m 545.90 1670.55g) Type - VII m 615.57 1918.09h) Type - VIII m 770.65 2418.00i) Type - IX m 1033.69 3249.83j) Type - X m 1124.83 3524.11k) Type - XI m 1187.68 3776.13l) Type - XII m 1304.21 4090.79

PROVIDING & FIXINGSANITARY, GAS &

LABORATORYINSTALLATIONS

61. White glazed earthenware water closetEuropean type domesticof best quality.

each 327.95 2499.99 13.4.6.4

62. White glazed earthenware water closetsquatting type domesticorrisa pattern of bestquality.

each 327.95 1592.75 -do-

63. White glazed earthenware water closetsquatting type domesticIndian pattern of bestquality.

each 327.95 1477.77 -do-

64. White glazed earthenware wash hand basindomestic of supremequality:

13.4.6.1

a) 65 cm each 327.95 1224.32b) 55 /56 cm each 327.95 1050.83c) 45 cm each 327.95 883.12





1 2 3 4 5 6 765. White glazed earthen

ware pedestal for washbasin domestic ofsupreme quality.

each 327.95 1155.82 13.4.6.1

66. White glazed earthenware sink domestic bestquality (45 cm x 60 cm).

each 327.95 3087.52 13.4.6.3

67. Stainless Steel sink: -do-a) 50 cm x 100 cm each 327.95 3915.39b) 50 cm x 125 cm each 327.95 4329.32

68. White glazed earthenware urinal local bestquality flat back/cornertype.

each 491.93 1481.93 13.4.6.7

69. Providing & fixing bathtub of best quality (fiberglass):

13.4.6.9

a) Plain each 911.34 5878.56b) With Arm Rest each 911.34 9190.04

70. low level flushingcistern13.5 litres capacitybest quality:

13.4.6.4

a) White glazedearthen ware

each 327.95 1680.24

b) Plastic each 327.95 1740.02

71. Cast iron high levelcistern of best quality

-do-

a) 13.5 litres capacity each 327.95 1845.71b) 4.5 litres capacity each 327.95 1620.35

72. White glazed earthenware bidet with allhardware fittingscomplete of supremequality.

each 327.95 5886.82 13.4.6.5

73. Soap dishes: 13.4.6.10a) Glazed earthenware each 65.59 1436.83b) Chromium plated each 65.59 2116.42c) Plastic each 65.59 757.22

74. Toilet paper holders: 13.4.6.6a) Glazed earthenware each 65.59 945.26b) Chromium plated each 65.59 1800.86c) Plastic each 65.59 517.46





1 2 3 4 5 6 775. Tooth brush holder with

tooth paste dish:13.4.6.10

a) Glazed earthen ware each 65.59 1582.42b) Chromium plated each 65.59 2334.82c) Plastic each 65.59 453.82

76. Tumblers holders -do-a) Glazed earthenware each 65.59 339.78b) Chromium plated each 65.59 257.00c) Plastic each 65.59 132.82

77. Looking glass 550mm x400mm size 1st quality(without frame):

13.4.6.2

a) Pak made each 65.59 684.41b) Belgium / Japan made each 65.59 1134.41

78. Chromium plated towelrail /ring:

13.4.6.10

Rail 600mm x 20mm each 65.59 2884.91Rail 500mm x 13mm each 65.59 2318.02Ring 150mm Ø each 65.59 1766.02

79. Glass shelves 600mm x125mm size with C.P.brackets:

13.4.6.12

a) With C.P. railing each 65.59 314.37b) Without railing each 65.59 245.38

80. C.P. Pillar cocks:

a) 13 mm Ø each 48.06 484.99

13.4.6.313.5.5

b) 20 mm Ø each 48.06 645.96

81. C.P. stop cocks: 13.5.5.a) 13 mm Ø each 48.06 461.99b) 20 mm Ø each 48.06 544.78

82. C.P. bib tap: -do-a) 13 mm Ø each 48.06 466.59b) 20 mm Ø each 48.06 613.77

83. Brass bib tap 13mm Ø each 48.06 186.03 13.5.5.

84. C.P. waste coupling: 13.4.6.3a) 32 mm Ø each 48.06 282.62b) 40 mm Ø each 48.06 489.59





1 2 3 4 5 6 785. Rubber plug with Chain: 13.4.6.1

a) 32 mm Ø each 24.03 65.42b) 40 mm Ø each 24.03 106.81

86. PVC flushing pipe:32mm Ø

each 48.06 89.45 13.4.6.4

87. PVC flushing bend:32mm Ø

each 48.06 71.05 -do-

88. Waste pipe for washhand basin 32mm Ø:

-do-

a) PVC each 48.06 89.45b) Nickle each 48.06 393.00c) C.P. brass each 48.06 680.46

89. Waste pipe for sinks &urinals 40mm Ø

-do-

a) PVC each 48.06 144.64b) Nickle each 48.06 420.60c) C.P. brass each 48.06 747.15

90. C.P. bottle trap withC.P. waste pipe 32 mm Ø

each 200.23 1166.08 -do-

91. C.I. brackets:

a) For wash basins each 100.12 210.50

13.4.6.113.4.6.3

b) For sinks each 100.12 251.89

92. Connections 13 mm Ø 13.4

a) PVC each 100.12 155.31b) BCP each 100.12 196.70

93. Brass ball valves havingdiameter:

13.4.6.4

a) 13 mm each 48.06 282.62b) 20 mm each 48.06 379.20c) 25 mm each 48.06 544.78d) 32 mm each 48.06 1000.11e) 40 mm each 48.06 1455.43f) 75 mm each 48.06 1952.15

94. C.P. tee stop cocks: 13.5.5

a) 13 mm Ø each 100.12 445.06b) 20 mm Ø each 100.12 486.45





1 2 3 4 5 6 795. 13mm x 100mm C.P.

shower rose.each 100.12 339.28 13.4.6.8

96. Telephonic shower: -do-

a) With mixing valves each 200.23 2959.80b) Without mixing valves. each 48.06 809.24

97. Chromium plated shower13mm complete with C.P.arm, 2 Nos. C.P. stopcock 1 No. C.P. bib cock& 1 No. C.P. shower.

each 327.95 3119.71 -do-

98. Chromium plated mixingvalves.

each 100.12 1479.90 13.5.5

99. Chromium plated oroxidised gas cock 6 mm.

13.5.1.3

a) Single way each 49.66 390.00b) Two way each 69.68 492.81c) Three way each 104.92 597.04

100. Nipple or bush 6mm to10mm diameter.

each 35.24 62.84 -do-

101. Copper pipe 6 mm to10 mm diameter.

m 15.74 199.71 -do-

102. Chromium plated oroxidized swan neckcocks 13 mm diameter:

-do-

a) Single way each 49.66 532.58b) Two way each 100.12 1176.35c) Three way each 149.77 1350.18

103. P. Trap brass, diameter: 13.4.6.4

a) 32 mm each 100.12 955.58b) 40 mm each 100.12 1272.93

104. P. Trap C.P, diameter: -do-

a) 32 mm each 100.12 886.59

b) 40 mm each 100.12 1203.94

105. S. Trap brass, diameter: -do-

a) 32 mm each 100.12 955.58b) 40 mm each 100.12 1300.53





1 2 3 4 5 6 7106. S. Trap C.P. diameter: 13.4.6.4

a) 32 mm each 100.12 955.58b) 40 mm each 100.12 1300.53

107. S. Trap 102 mm diameterChina-ware (Pakistanmade)

each 163.98 260.56 -do-

108. Floor trap 100mm x50mm (including 50 mmconcrete chamber allround):

13.4.5

a) With C.I. grating each 134.93 433.66b) With C.P. grating each 134.93 447.46

109. Gully trap 100mmdiameter of cementconcrete (including305mm x 305mmmasonry chamber andC.I. grating 150mm x150mm)

each 770.32 2015.84 -do-

110. Gully trap 100mmdiameter of cast iron(including 305mm x305mm masonrychamber)

each 770.32 2557.35 -do-

111. Seat & cover forEuropean type watercloset (Pakistan made)

13.4.6.4

a) Bakelite each 50.46 657.56b) PVC each 50.46 505.79

PROVIDING ANDFIXING SOIL PIPES &

FITTINGS112. C.I. soil pipes with lead

chaulked joints fordiameter:

13.3.2.113.3.6.5

a) 50 mm m 77.89 1389.30b) 100 mm m 99.39 1938.23

113. C.I. soil specials withlead/wood chaulkedjoints for diameter:

-do-

a) 50 mm Special 131.18 403.55b) 100 mm Special 196.77 629.65





1 2 3 4 5 6 7

114. C.I. soil pipes (sand cast)having following diameterwith cement joints(1:2):

13.3.6.5

a) 50 mm m 53.78 1075.30b) 100 mm m 72.15 1605.64

115. C.I. soil specials havingfollowing diameter withcement joints (1:2):

-do-

a) 50 mm Special 131.18 353.70b) 100 mm Special 196.77 534.44

116. C.I. manhole covershaving following diameterwith frames:

13.3.7

a) 300 mm each 143.54 557.48b) 450 mm each 189.77 1017.64

SECTION – 15 LINING OF CANALS


SECTION- 15LINING OF CANALS





1 2 3 4 5 6 7

1. Formation, dressing andpreparing sub-grade:

15.1

a) bed sqm 66.18b) side slope sqm 92.37

2. Stabilized layer ofcement sand ratio 1:30,50mm thick on slope.

sqm 159.23 239.29 -do-

3. Cement plaster 10mmthick ratio 1:3

-do-

a) bed sqm 115.51 179.64b) side slope sqm 145.95 210.08


-do-

a) bed sqm 115.51 176.94

b) side slope sqm 145.95 207.38


-do-

a) bed sqm 145.95 268.34

b) side slope sqm 184.19 306.58

6. Tiles lining (300 x 150 x50mm) in 1:5 cementsand mortar:

-do-

a) bed cum 1851.34 5656.93

b) side slope cum 2113.03 5918.63

7. Tiles lining (300 x 150 x50mm) in 1:3 cementsand mortar:

-do-

a) bed cum 1851.34 6103.90

b) side slope cum 2113.03 6365.60

SECTION – 15 LINING OF CANALS




1 2 3 4 5 6 78. Brick, lining (230 x 115 x

75mm) in 1:5 cementsand mortar:

15.1

a) bed cum 1851.34 6757.09

b) side slope cum 2113.03 7018.79

9. Brick, lining (230 x 115 x75mm) in 1:3 cementsand mortar:

-do-

a) bed cum 1851.34 7204.04

b) side slope cum 2113.03 7465.74

10. Cement concrete lining in1:3:6 (100 mm thick).

-do-

a) bed cum 1497.59 6219.91

b) side slope cum 1759.29 6481.61

11. Cement concrete lining in1:2:4 (3000 psi) byMechanical means(100 mm thick).

-do-

a) bed cum 1743.34 7356.34

b) side slope cum 2034.08 7647.08

SECTION – 16 SHEET PILING


SECTION- 16S H E E T P I L I N G


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 equipment required for the finished work.



1 2 3 4 5 6 7

1. Cutting Ransom and,Larson or equivalentpiles.

per cut 211.97

2. Cutting universal piles. per cut 313.72

3. Driving steel piles 7.50 to9.25 m.

sqm 383.78

16.1to

16.8whichever

applies

4. Driving steel piles morethan 4.50 m and lessthan 7.50 m.

sqm 378.13 -do-

5. Driving steel piles 4.50 mand under.

sqm 279.25 -do-

6. Dollying piles. each 245.10 -do-

7. Drilling holes in piles byhand.

each 27.98 -do-

8. Raising and loweringmachine.

m 8410.77 -do-

9. Turning machine 90º job 4096.02 -do-

10 Turning machine 135º job 5084.82 -do-

11. Turning machine 180º job 6891.03 -do-

12. Traveling machine (light) m 337.19 -do-

13. Loading and unloadingpiles.

1000kg

221.21 -do-

14. Dismantling pilingmachine.

each 12570.48 -do-

15. Erecting piling machine each 14914.96 -do-

16. Carriage of pilingmachine under differentconditions.

m 139.82 -do-

SECTION – 17 RIVER TRAINING AND DIVERSION WORKS


SECTION- 17RIVER TRAINING AND DIVERSION WORKS





1 2 3 4 5 6 7

1. Cutting pilchi, farash orsarkanda includingcarriage within one km.

cum 342.80 17.1to

17.6

Extracarriagewould beadmissiblebeyond onekm.

2. Weaving mattresses sqm 198.22 -do-

3. a) Supply and fillingcotton / gunny /polythene bags 50kgcapacity with sandor earth, sewing andstacking in dry.

eachbag

20.44 31.93 -do- Rates don'tincluderoyalty andcarriage ofmaterial tobe filled inthe bags.

b) Supply and fillingcotton / gunny /polythene bags 50kgcapacity with sandor earth sewing andlaying in positionunder water.

eachbag

30.65 42.15 -do- -do-

4. a) Supply and fillingcotton / gunny /polythene bags 200to 250 kg capacitywith sand or earthsewing and stackingin dry.

eachbag

71.52 133.61 -do- -do-

b) Supply and fillingcotton / gunny /polythene bags 200to 250 kg capacitywith sand or earthsewing and laying inposition underwater.

eachbag

76.63 138.72 -do- -do-

5. Carriage of cotton /gunny / polythene bags50kg capacity filled with

-do-



Rate (Rs)Sr.No.

Description Unit Labour Composite Specification Remark

1 2 3 4 5 6 7

sand or earth:

a) upto 30m 100 no 127.72

b) 30m to 125m 100 no 91.96

c) for subsequent 30mbeyond 125m.

100 no 10.73

6. Carriage of cotton /gunny / polythene bags200 to 250kg capacityfilled with sand or earth:

17.1to

17.6

a) upto 30m 100 no 510.88

b) 30m to 125m 100 no 383.16

c) Subsequent 30mbeyond 125m.

100 no 61.31

7. Rolling mattresses toriver edge and floatingafter unrolling:

-do-

a) Area of mattressupto 185 sqm.

sqm 60.28

b) Area of mattress185 to 230 sqm.

sqm 96.05

c) Area of mattressover 230 sqm.

sqm 115.46

8. Sewing empty cementbags in sheets.

100 no 740.78 809.77 -do-

9. Making compact pilchi,farash or sarkanda roundbundles of specified sizefor work.

cum 352.00 -do-

10. Launching the above andplacing in position.

cum 216.61 -do-

11. Carriage within 150 m: -do-

a) Boulders 230 mm andabove

cum 652.90

b) Over size shingle 75mm to 230 mm

cum 436.80

c) Mix graded shingle. cum 518.03

12. Providing and Weavingwire netting or wire crateswith G.I. wire gauge 10:

-do-

a) 150 mm mesh sqm 110.06 174.98

b) 100 mm mesh sqm 146.75 244.12

If differentwire is usedthe cost ofwire can bechangedaccordingly.





1 2 3 4 5 6 713. Filling bricks-bats in

crates.cum 193.11 17.1

to17.6

14. Filling bricks crates andhand packing.

cum 389.80 -do-

15. Filling stone in wirecrates.

cum 541.02 -do-

16. Laying shingle on top ofbund including carriage ofmaterial within 90 m.

cum 180.34 -do-

17. Dumping shingle spawlsand boulders includingcarriage of material within90 m.

cum 315.72 -do-

18. Dumping stone by boatincluding loading intoboat lead within 90 m.

cum 568.88 -do-

19. Extra for anchoring boat. cum 36.27 -do-

20. Tipping wire crates. cum 360.68 -do-

21. Providing Pilchirevetment includingcarriage upto one km.

sqm 55.18 149.32 -do-

22. Surface protection byproviding pilchimattresses carriage uptoone km.

sqm 159.39 233.74 -do-

23. Providing Pilchi sarkandaor farash pitching onslope.

sqm 109.84 1387.15 -do-

24. Constructing groynesmade of wooden verticalstakes 175mm to 300mmdia., 300mm apart,average lead one km.

17.7

a) Height upto 1.5m insingle raw.

sqm 121.92 171.75

b) Height upto 3.0m indouble raw

sqm 209.34 264.11

SECTION – 18 OUTLETS


SECTION- 18O U T L E T S





1 2 3 4 5 6 71. Earth work for outlets

excavation, refillingramming and puddling forfollowing discharges:

a) upto 1.5 cumecs. job 1277.20

b) 1.5 to 3.0 cumecs. job 1685.90

c) 3.0 to 5.5 cumecs. job 2554.40

d) 5.5 to 10.0 cumecs. job 3448.44

2.1to2.5

Includesconsolidationof earth afterrefilling.

e) over 10 cumecs. job 5108.80

2. Dismantling Outlets:

a) old types such asK.G.O: orifices etc.

each 1277.20

b) A.P.M. or O.F. Heightupto 600 mm

each 1915.80

c) A.P.M. or O.F. Heightfrom 600mm to915mm

each 2554.40

d) A.P.M. or O.F. Heightabove 915 mm.

each 3193.00

e) Tail cluster bifurcation each 1915.80

f) Tail cluster trifurcation each 2554.40

g) Tail cluster quadrifica-tion

each 3193.00

3.1to3.3

These ratesare fordismantlingand removalof materialand does notincludeearthwork forwhich ratesare given initem No. 1above.

3. Constructing temporaryA.P.M. bricks block andfixing at site.

each 473.68 785.95 6.1 to6.5

4. Dismantling wall takingout temporary A.P.M.bricks block and fixingIron block and rebuildingdismantled walls.

each 1204.28 3.2

5. Dismantling walls andfitting iron block of O.F.outlet.

each 1204.28 3.1 to3.3



Rate (Rs)Sr.No. Description Unit Labour Composit

e


1 2 3 4 5 6 76. Constructing, watching &

removing bund for outletbuilt in running waterdepth:

6.1 to6.5

a) Upto 915 mm each 2554.40

b) Above 915 mm each 3448.44

7. Adjusting of tail cluster bydismantling andrebuilding throat walls.

each 752.97 1197.94 3.1 to3.3,

6.1 to6.5 &

18

8. Adjusting of an A.P.M.outlet includingdismantling andrebuilding.

each 1459.72 2156.46 -do-

9. Extra labour in fixingA.P.M. and O.F. outletsblocks including dressingof brick for channeldepth:

-do-

a) 1.5m each 1435.41 1566.94

b) 1.0 to less than1.5m each 1076.56 1208.08

c) 0.75 to less than1.0m each 861.24 992.77

d) 0.50 to less than 0.75m each 717.70 822.85

e) Less than 0.50 m each 574.16 652.93

10. Repairing damagedreducing collar of HumePipe Outlets.

each 473.68 693.21 5.9 &18

11. Laying iron pipes ofoutlets.

m 2827.75 20.5

12. Hoisting and placing R.C.slab or stone in positionon outlets or W.C.culverts.

each 516.98 5.9.4

13. Fixing pipe outletsincluding back filling ofearth and pudding for theportion:

20.5 The rates donot includecost of pipe.

a) Under bank m 343.85 380.30

b) Under road beyondbank.

m 158.13 194.58





1 2 3 4 5 6 7

14. Removing pipe outletsrefilling earth andpudding for the portion:

a) Under bank m 280.98

b) Under road beyondbank

m 107.28

2.1 to2.5 &

3.1 to3.3

15. Changing pipe outlets(removing one pipe andreplacing it at the samesite with another pipe)complete with earth andpudding for the portion:

The rates donot includecost of pipe.

a) Under bank m 484.34 520.79

b) Under road beyondbank

m 211.78 248.23

2.1 to2.5&

3.1 to3.3&

20.5

SECTION – 19 SINKING OF WELLS


SECTION- 19SINKING OF WELLS



3. Wells curbs to be laid at spring level or as deep as possible.

4. If plant is available and is supplied by the authority at site of work hire charges will berecoverable from the contractor.

5. The wages of crew if supplied by the authority to work the plant will also be recoveredfrom the contractor in addition to above charges.

6. The stores if supplied will be recovered at actual cost plus supervision and storagecharges, etc.



1 2 3 4 5 6 71. Excavation of well in dry

upto 6.0 metres belowground level and disposalof soil within 30 metres.

a) In ordinary soil or sand

i) From 0.0 metre to1.50 metres depth

Cum 123.41

ii) From 1.5 to 3.0metres depth

-do- 127.18

iii) From 3.0 metres to4.75 metres depth.

-do- 146.02

iv) From 4.75 metresto 6.0 metres depth.

-do- 169.57

b) In hard soil

2.1 to2.8

whichever isapplica

ble

i) From 0.0 metre to1.50 metres depth

-do- 150.73

ii) From 1.5 to 3.0metres depth

-do- 155.44

iii) From 3.0 metres to4.75 metres depth.

-do- 174.28

iv) From 4.75 metresto 6.0 metres depth.

-do- 193.12

SECTION – 20 MISCELLANEOUS


SECTION - 20MISCELLANEOUS





1 2 3 4 5 6 7

JUNGLE CLEARANCE

1. Cutting and removing treeswithin a distance of 30mfor girth size;

20.2.1to

20.2.2

a) Upto 750mm each 840.04

b) From 750mm to 1.75m each 1400.07

2. Uprooting stumps andremoving within a distanceof 30 m for 750mm to1.75m girth.

each 1021.76 -do-

3. Jungle clearance andremoving with 30m.

-do-

a) Light 100 sqm 81.50

b) Thick 100 sqm 189.68

IRON &STEEL/ALUMINUM

WORK

4. Small iron work such asgusset plates, knees,bends, stirrups, straps,rings, etc. includingcutting, drilling, riveting,handling, assembling andfixing but excludingerection in position.

kg 66.58 20.3.1 to20.3.17

5. Fabrication of heavy steelwork with angles, tees, flatiron and sheet iron formaking trusses, girders,tanks etc. including,cutting, drilling, riveting,handling, assembling andfixing but excludingerection in position.

kg 31.19 -do-

6. Erection and fitting inposition or iron trusses,staging of water tanks, etc.

kg 19.56 -do-





1 2 3 4 5 6 7

7. Fixing G.I. sheets includingriveting.

sqm 126.07 20.3.1 to20.3.17

8. Erecting G.I. tanks upto6.50m height.

kg 10.21 -do-

9. Erecting and fixing inposition rolled steel beamsor old rails in roofs etc.

kg 5.62 -do-

10. Erecting rolled steelbeams or rail section forposts, etc. (other than inroof).

kg 2.55 -do-

11. Making bolts and nuts ofiron rods.

kg 43.29 140.97 -do-

12. Cutting rails, rolled steeljoists and beams withhacksaw:

-do-

a) Upto 150 mm Per cut 204.16b) Above 150 mm -do- 305.63

13. Cutting rails or rolled steelbeams of size below150mm.

Per cut 101.47 -do-

14. Bending rolled steelbeams or rails.

Perbend

174.82 488.45 -do-

15. Fixing handles to ironhammers.

each 61.44 -do-

16. Drilling holes in plates upto13mm thick per 25mm Øor part thereof.

each 46.33 -do-

17. Extra for drilling holes inplates over 13mm thick per25mm Ø or part thereof.

each 22.57 -do-

18. Riveting 3mm Ø each 6.11 -do-

19. Cutting out rivets all sizes. each 19.93 -do-

20. Fitting and erection ofgutters of sheet iron.

m 31.58 65.25 -do-

21. Cutting and fixing iron barsfor barred windows.

Per bar 39.63 -do-

22. Cutting G.I. sheet. each cut 24.20 -do-

23. Notching web or foot ofrails post for housing railbeams.

Pernotch

519.32





1 2 3 4 5 6 724. Hoop iron netted trellis

work fixing with nails.sqm 466.30 20.3.1 to

20.3.17

25. Fixing zinc iron or G.I.sheet on table tops.

sqm 144.34 -do-

26. Making and fixing steelgrated doors complete withlocking arrangement angleiron frame 50x50x10mmand 20mm square bars at100mm center to center.

sqm 1852.07 10630.78 -do- Size:2.134m x1.220m(7’ x 4’)

27. Making and fixing steelgrated door with 2.0mmthick sheeting includingangle iron frame50x50x10mm and 20mmsquare bars 100mm centerto center with lockingarrangement.

sqm 2005.90 12180.04 -do- Size:2.134m x1.220m(7’ x 4’)

28. Making and fixing gratingin opening including fixingat site with flat iron50x10mm and 20mmsquare bars at 100mmcenter to center.

sqm 1080.89 7064.78 -do- Size:1.524m x2.439m(5’ x 8’)

29. Providing and fixing steeldoors with grill work onouter face of the door asper approved design of theEngineer Incharge

sqm 1843.87 9266.68 -do- Size:2.134m x1.220m(7’ x 4’)

30. Providing and fixing steeldoors without grill work onouter face of the door asper approved design of theEngineer Incharge

sqm 1310.45 6995.26 -do- Size:2.134m x1.220m(7’ x 4’)

31. Providing and fixing liftedshutter for garages etc, asper approved design of theEngineer Incharge

sqm 798.58 10587.11 -do- Size:2.439m x2.744m(8’ x 9’)

32. Providing and fixing steelwindow glazed and fixed(not openable) of standardframe "Z" section with3mm glass pan as perapproved design of theEngineer Incharge.

sqm 689.14 5039.75 -do- Size:1.829m x1.220m(6’ x 4’)

33. Providing and fixing steelwindows glazed openable

sqm 700.23 6428.42 -do- -do-





1 2 3 4 5 6 7of standard "Z" sectionframe as per approveddesign of EngineerIncharge.

34. Providing and fixingwindow grill with angle ironframe with 10mm sq. ironbars at 75mm centre tocentre as per approveddesign of the EngineerIncharge.

sqm 466.55 4763.67 Size:1.829m x1.220m(6’ x 4’)

20.3.1 to20.3.17whichever is

applicab-le

35. Providing and fixing wiregauze SWG 144 fixed tosteel windows as perapproval of the EngineerIncharge.

sqm 598.86 980.00 -do- Size:915mm x1.524m(3’ x 5’)

36. Providing and fixing steelwindows (not openable) ofstandard tabular frame 40x 40mm and shutters 40 x25mm as per approveddesign of Engineer inchief.

sqm 1121.68 3724.50 -do- Size:1.829m x1.220m(6’ x 4’)

37. Providing and fixing steelwindows (openable) ofstandard tabular frame 40x 40 mm and shutters 40 x25 mm as per approveddesign of Engineer inchief.

sqm 829.96 4095.84 -do- Size:1.829m x1.220m(6’ x 4’)

38. Providing and fixingwindow grills without angleiron frame with 10mm sq.iron bars at 75mm centreto centre as per approveddesign of Engineer.

sqm 733.36 3549.72 -do- Size:1.829m x1.220m(6’ x 4’)

39. Providing and fixing steelgrills to openable steelwindows as per drawingNo.CDO(W) 301-5B/215.

sqm 676.14 2954.78 -do-

40. Providing and fixing wiregauge 144 mesh square inopenable tubular windowand c-window as perdrawing No. CDO(W) 301-5B/215.

sqm 704.92 1525.56 -do-

41. Providing and fixing steelframe for door of M.S.angle iron 50x50x6mm,M.S. flat 64x6mm and M.S

sqm 1028.89 4191.83 -do-





1 2 3 4 5 6 7strap 50x30x3mm at750mm c/c as per drawingNo. CDO(W) 301-5B/93.

42. Making grooves 25mm x13mm.

m 23.55 25.82

43. Providing and fixing ofbent metal 16 SWG frame345mm wide for door size915mm x 2.134m (3' x 7')complete in all respect.

no 47.80 5867.98

20.3.1to

20.3.17whichever is

applica-ble

44. Providing and fixing ofbent metal 16 SWG frame250mm wide for door size760mm x 2.134m (2.5' x7') complete in all respect.

no 47.80 3927.92

45. Providing and fixing steelframe of angle iron50x50x6mm complete inall respect.

m 159.59 892.54

46. Providing and fixingaluminum natural anodizedopenable hinged windowswithout glazing.

sqm 647.92 5330.70 -do- Analysis:one (1)sqm.

47. Providing and fixingaluminum natural anodizedopenable hingd doorswithout glazed.

sqm 982.98 5706.60 -do- -do-

48. Providing and fixingaluminum natural anodizedfly screen shutters.

sqm 204.76 1883.50 -do- -do-

49. Providing and fixingaluminum natural anodizedopenable double leaf doorhinged without glazing.

sqm 979.13 6613.38 -do- -do-

50. Providing and fixingaluminum natural anodizedfixed panel without glazing.

sqm 548.97 3690.99 -do- -do-

51. Providing and fixingaluminum natural anodizedlouvers.

sqm 510.58 7869.41 -do- -do-

52. Providing and fixing doorlock natural anodized.

each 265.93 2565.56 -do-

53. Providing and fixingaluminum door closer(single action) naturalanodized.

each 166.20 4133.08 -do-





1 2 3 4 5 6 754. Providing and fixing

aluminum window (sliding)with fly shutter18SWG/1.2mm sectionshampean or any othercolour and green or blindglass 5mm thick.

sqm 200.11 6962.65 Analysis:one (1)sqm.

55. Providing and fixingaluminum door (sliding)shampean or any othercolour and green or blindglass 5mm thick.

sqm 153.26 5897.27 -do-

56. Providing and fixing doorcloser (double action)natural anodized.

each 332.41 14245.21

57. Providing and fixingfabricated Iron entranceGate as per Drawing No.CDO(W)/501/5A/36.

each 23770.35 77397.13

20.3.1to

20.3.17whichever is

applica-ble

58. Providing and fixing G.I.1.5m length 50 x 50 x6mm angle iron post forbarbed wire fencingaround switch yard dulyfixed in position (DwgNo.PD-W/TB-126).

each 312.13 1367.18 -do-

59. Same as above but postlength 750mm.

each 312.13 1018.03 -do-

60. Filling expansion joints13mm thick for 100mm to150mm deep slabs withbitumen mixed with sandand saw dust.

m 25.03 136.72 -do-

61. Providing and fixing steelladder for overhead tankmade of angle iron 50 x 50x 6mm with 15mm Ø MSbars step 375mm postincluding side supports ofangle iron 50 x 50 x 6mmcomplete in all respects.

m 1154.46 4242.31 -do-

62. Providing and fixing inposition rolled steel beam100 x 100 x 6mm.

m 476.10 1659.16 -do-

63. Providing and fixing sidehooks used in theconstruction of overheadtank.

each 157.97 216.24 -do-





1 2 3 4 5 6 7

64. Providing and fixing 15mmØ bar hook for fan.

each 143.54 188.04

65. Providing and fixing angleiron steps (40 x 40 x 6mm)1.5m long.

each 375.54 1107.22

20.3.1to

20.3.17whichever is

applica-ble

66. Providing and fixing cabletry 3-way of MS angle ironincluding anchor bolts,painting 3 coats and fixingin cable trench.

each 988.42 2450.36 -do-

67. Laying asphaltic mixture in13mm wide expansionjoint 200-230mm deepincluding cost of materialand labour.

m 33.72 248.02 -do-

68. Providing and fixingaluminum joint cover (gole)75mm size on expansionjoint.

m 32.02 208.36 20.3.2

69. Supply and fix approvedquality of aluminumchannel 40 x 13 x 13mmsize, U shape completein all respects includinglabour and material upto12m height.

m 46.26 116.83 -do-

70. Supply and fix in positionapproved quality ofaluminum angle iron size40 x 13mm complete alllabour and material upto12m height.

m 46.26 107.27 -do-

71. Providing and fixing of MSdowel bar of 15mm Ø1.25m long including PVC/wooden sleeves completeas per drawingNo.PDW/TV-420.

each 40.17 244.18 -do-

72. Providing and fixingplatform of 40 x 5mm GIstrap flat and batton or GItee iron 50 x 100 x 5mm,1.75m long fixed inposition complete in allrespects as per drawingNo.PDW/TB-626.

sqm 11818.99 17778.51 -do-





1 2 3 4 5 6 773. Providing / erection of MS

plate 14 SWG size 600m(trench cover) includingwelded with MS angle iron25 x 25 x 3mm fixed inposition as per drawingNo.PDW/TB-625 completein all respects.

sqm 2255.25 5293.93 20.3.2

74. Providing and fixing GIangle iron cable rack tray1-way including anchorbolts etc. complete as perdrawing No.PDW/TB-1615

each 661.17 916.91 -do-

75. Fixing in position offoundation bolts dulyassembled in templatewhich will be provided bythe Contractor includingwelding the bolts with steelcaps as per drawingNo.PDW TC-263.

each 100.24 226.45 20.3

76. Providing and fixing 15m Ø9.75m long malleable ironsteps as per design.

each 71.77 294.98 20.3.7

77. Providing and fixing Csection curtain railing over100 x 25mm Deodar woodstrip.

m 80.34 500.95 -do-

78. 13 x 13mm MS Squarebar, pipe railing havingpipe 40mm Ø welded withMS flat 40 x 5mm.

m 2276.47 4420.94 -do-

79. Providing and fixingWAPDA monogram on themain entry gate ofG/station prepared from 16gauge MS sheet.

each 612.93 1409.62 -do-

FENCING

80. Providing and fixingbarbed wire fencing with 4horizontal and 2 crosswires with RCC 1:2:4 posts1700 x 150 x 300mm(2.5m center to center)reinforced with 4 Nos10mm Ø vertical bars and3mm Ø stirrups 300 mmcenter to center completein all respects.

-do-





1 2 3 4 5 6 7a) Without cement

concrete base.m 161.34 642.27

b) In cement concretebase 1:4:8.

m 230.20 922.71

81. Providing and fixing 4 rowsbarbed wire fencingaround switch yard G.I.barbed wire 14 SWG, 2ply, 4 points fixed on G.I.angle iron 50 x 50 x 6mmposts complete (Excludingcost of angle iron post).

m 89.11 200.82 20.3.7

82. Providing and fixing 7 rowsbarbed wire fencingaround switch yard G.I.barbed wire 14 SWG,2 ply, 4 points fixed onG.I. angle iron 50 x 50 x6mm posts complete(Excluding cost of angleiron post).

m 102.12 298.08 -do-

83. Fixing and grouting angleiron post (only labour rate)provided by thedepartment in pocket withPCC 1:2:4 as per drawingNo.PDW/TB-786.

each 90.19 111.43 20.3.2

84. Fixing barbed wire fencingprovided by thedepartment complete asper drawing No.PDW/TB-786.

m 27.03 20.3.7

85. Providing / fixing GI earthstrip 30 x 3mm for switchyard fencing frame withallied bolt nuts etc. as perdrawing No.PDW/TS-786

each 156.35 403.30 20.3.2

86. Providing and fixing oftensioning rod 3.0minterval in the barbed wirefencing posts as per DwgNo. 0-3-GS-5.

each 145.51 568.72 20.4

87. Providing and fixing of315mm long 13mm Ø M.Sanchor bolt with nuts andwashers complete in allrespects for corner post ofbarbed wire as Dwg No.0-3-GS-5.

each 24.45 112.01 -do-





1 2 3 4 5 6 788. Providing and fixing of

boundary fencing barbedwire 14 SWG, 2ply, 4 point(8 rows horizontal + 2diagonal) complete in allrespects as per Dwg No.0-3-GS-5.

m 57.65 233.03 20.4

SURVEYING

89. Supplying bamboobundles 3m to 3.75m withiron shoes and flags375mm square.

each 31.46 185.46

90. Supplying wooden pegsfor leveling 40mm Ø150mm long.

each 3.73 10.41

91. Supplying wooden pegsfor alignment 50mm to75mm Ø 150mm long.

each 7.47 25.88

CANAL AND ROADS 20.5

92. Fixing floating spurs withmaterial from canalplantation within 1.5kmlead for depth:

20.5.1

a) Upto 600 mm each 20.34b) 600 to 915 mm each 26.44c) 915 to 1.25 m each 33.10d) Above 1.25 m each 62.89

93. Staking and bushing fromcanal plantation Royalty tobe paid to ForestDepartment or cost toprivate owner if and whenrequired lead within 1.5km.

20.5.2

Ai) Cutting and supply

unsharpened pegs1.0m long 75-150mmØ within 1.6km lead.

No 7.98 10.74

ii) Driving pegs 1.0mlong 75-150mm Ø(Driven) 300mm belowthe available bed orground (average)

No 6.18

iii) Tying pegs with Munj,patha, ban (on line,including tying aroundthe pegs).

per30 m

of1 row

36.50 55.51





1 2 3 4 5 6 7iv) Cutting and supplying

brush wood from canalplantation or privateowner lead within 1.5kmand wattling betweenstake and interwining(Thickness of wattlebrush wood 300 mmaverage).

-do- 742.33 994.02

Bi) Cutting and supplying

sharpened pegs 1.0mlong 75-150mm Ø fromcanal plantation leadwithin 1.6km

No 8.80 11.78

ii) Driving pegs 1.0m long75-150mm Ø (Driven375mm below theavailable bed or ground(Average)

No 10.01

Iii) Tying pegs with Munj,patha, ban (one lineincluding tying aroundthe pegs).

per30 m

of1 row

36.50 55.51

iii) Cutting and supplyingbrush wood from canalplantation or privatesource (lead within1.5km) and wattlingbetween stakes andinterwining (Thicknessof wattled brush wood300mm) (Average)

per30 m

of1 row

883.33 1160.19

Ci) Cutting and supplying

sharpened pegs 1.0mlong 75-150mm Ø fromcanal plantation leadwithin 1.5km (Average)

No 11.30 14.64

ii) Driving pegs 1.5 m long75-150mm Ø (Driven450mm below theavailable bed or ground(Average)

No 11.29

iii) Tying pegs with Munj,patha, ban (one lineincluding tying aroundthe pegs).

per30 m

of1 row

36.50 55.51

iv) Cutting and supplyingbrush wood from canalplantation or privatesource (leadwithin1.5km) andwattling betweenstakes and interwining

-do- 973.70 1277.00





1 2 3 4 5 6 7(Thickness of wattledbrush wood 305mm)(Average)

Di) Cutting and supplying

sharpened pegs 1.75mlong 75-150mm Ø fromcanal plantation leadwithin 1.5km (Average)

No 12.04 15.72

ii) Driving pegs 1.75mlong 75-150mm Ø(Driven 525mm belowthe available bed orground (Average)

No 12.57


per30 m

of1 row

36.50 55.51

iv) Cutting and supplyingbrush wood from canalplantation or privatesource (lead within1.5km) and wattlingbetween stakes andintertwining (Thicknessof wattled brush wood300mm) (Average)

per30 m

of1 row

1073.75 1402.85

Ei) Cutting and supplying

sharpened pegs 1.75-2.5m long 100-200mmØ from canal plantationlead within 1.5km(Average)

No 13.81 17.95

ii) Driving pegs 1.75-2.5mlong 100-200mm Ø(Driven 600mm belowthe available bed orground (Average)

No 13.84


per30 m

of1 row

36.50 55.51

iv) Cutting and supplyingbrush wood from canalplantation or privatesource (lead within1.5km) and wattlingbetween stakes andintervening (Thicknessof wattled brush wood300mm) (Average)

per30 m

of1 row

1259.33 1614.24





1 2 3 4 5 6 794. Staking with bamboo from

market and brushing fromcanal plantation or privatesource (Royalty of brushwood to be paid to ForestDepartment or cost toprivate owners if and whenrequired.

20.5.3

A 20.5.3

i) Supplying bamboo 2.5-3.0m long 65-125mm Ø.

No 186.00

ii) Sharpening one end of2.5-3.0m long bamboo65-125mm Ø

No 6.05

iii) Driving bamboo 2.5-3.0m long 65-125mm Ø(Driven 750mm belowthe available bed orground) (Average).

No 11.29

iv) Tying bamboos 65-125mm Ø with munj,patha, ban (two linesincluding tying aroundthe bamboos).

per30 m

of1 row

61.80 84.98

v) Cutting and supplyingbrush wood from canalplantation or privatesource (lead within1.5km) and wattlingbetween stakes andinterwining) (Thicknessof wattled brush wood300mm) (Average)

per30 m

of1 row

1983.81 2370.61

B -do-i) Supplying bamboo 3.0-

3.75m long 65-125mmØ.

No 218.40

ii) Sharpening one end of3.0-3.75m long 65-125mm Ø.

No 6.91

iii) Driving bamboo 3.0-3.75m long 65-125mmØ (Driven 825mm belowthe available bed orground) (Average).

No 12.57

iv) Tying bamboos 64-127mm Ø with BSWGNo.10 wire two (linesincluding tying aroundthe bamboos and thirdtie around the top endonly).

per30 m

of1 row

169.33 1105.33





1 2 3 4 5 6 7v) Cutting and supplying

brush wood from canalplantation or privatesource (lead within1.5km) and wattlingbetween stakes andintertwining (Thicknessof wattled brush wood300mm) (Average)

per30 m

of1 row

2156.56 2581.07

C 20.5.3i) Supplying bamboo

3.75-4.25m long 65-125mm Ø

No 258.00

ii) Sharpening one endof 3.75-4.25m long 65-125mm Ø

No 7.40

iii) Driving bamboo 3.75-4.25m long 65-125mmØ (Driven 1.0m belowthe available bed orground) (Average).

No 14.11


per30m of1 row

169.33 1105.33


per30m of1 row

2307.88 2773.33

D 20.5.3i) Supplying bamboo

4.25-5.0m long 65-125mm Ø

No 294.00

ii) Sharpening one end of4.25-5.0m long 65-125mm Ø

No 8.02

iii) Driving bamboo 4.25-5.0m long 65-125mm Ø(Driven 1.25m belowthe available bed orground) (Average).

No 15.39


per30 mof 1row

169.33 1105.33





1 2 3 4 5 6 7v) Cutting and supplying

brush wood from canalplantation or privatesource (leadwithin1.5km) andwattling betweenstakes andinterwening)(Thickness of wattledbrush wood 300mm)(Average)

per30 mof 1row

2533.66 3042.34

E 20.5.3i) Supplying bamboo 5.0-

6.0m long 65-125mm ØNo 366.00

ii) Sharpening one end of5.0-6.0m long 65-125mm Ø

No 9.87

iii) Driving bamboo 5.0-6.0m long 65-125mm Ø(Driven 1.25m belowthe available bed orground) (Average).

No 16.93


per30m of1 row

169.33 1105.33


per30m of1 row

2787.16 3373.11

95. Cutting and supplyingbrush wood from canalplantation or from anyother source within 1.5km.

cum 344.10 436.09

96. Filling brush wood onlythoroughly packed.

cum 180.42

97. Laying RC hume pipes inposition including jointing:

20.5.4

a. 150 - 300 mm m 192.83 407.69b. 300 - 600 mm m 289.25 578.62c) 600 - 915 mm m 346.12 775.84





1 2 3 4 5 6 798. Fixing enamelled iron

gauges flush with masonryincluding cost of hooks.

m 196.22 202.64 20.5.5

99. Placing boundary pillars inposition including diggingpits.

each 57.42 20.5.6

100. Fixing main line typedistance marks in positionincluding making 1:3:6cement concrete baseblock size355x250x375mm.

each 129.75 319.06 20.5.7

101. Covering road 3-3.75mwide with 75mm sarkandaor jungle upto 50m lead.

m 20.11 20.5.8

102. a) Gachi pitching 300mmthick.

sqm 357.44 20.5.9

b) Gachi pitching donewith silt clearance andberm dressing.

sqm 302.45

HAND PUMPS ANDPRESSURE PIPES

103. Cutting pipes upto 50mm Ø. Percut

54.35 20.6

104. Cutting pipe above 50mm Ø Percut

106.12 -do-

105. Threading pipe ends 40 to100 mm.

each 74.28 -do-

106. Assembling 40mm Øpressure pipe.

m 48.49 -do-

107. Boring and fixing 40mm Øpressure pipe.

m -do-

a) In ordinary soil m 273.37b) In clay m 524.53c) In shingle m 775.95

108. Repair to hand pumppulling out and refitting.

m 118.58 -do-

109. Fixing hand pump(Machine only).

each 284.65 -do-





1 2 3 4 5 6 7REST HOUSE

FURNITURE AND FUELETC

110. Washing Niwar of bed. perbed

266.98 282.87 2.7

111. Washing Durries. sqm 66.52 70.48 -do-

112. a: Recaning Chairs(Cane)

-do-

i) Office chairs, single,caning seat only

each 270.32 354.69

ii) Office chairs, doublecaning seat only

each 356.83 469.98

iii) Office chairs, singlecaning back only

each 232.48 274.69

iv) Office chair, doublecaning back only

each 356.83 441.19

v) Easy chairs, singlecaning seat only

each 405.49 518.64

vi) Easy chairs, doublecaning seat

each 540.65 765.95

vii) Easy chair, singlecaning back and seatin one piece only

each 1081.29 1418.76

viii) Easy chairs, doublecaning back and seatin one piece orcouches with canedarea about 1.50 sqm.

each 1351.62 2252.84

b: Recaning Chairs (plastic) -do-

i) Office chairs, single,caning seat only

each 270.32 290.17

ii) Office chairs, doublecaning seat only

each 443.33 481.79

iii) Office chairs, singlecaning back only

each 297.36 313.73

iv) Office chair, doublecaning back only

each 356.83 379.16

v) Easy chairs, singlecaning seat only

each 475.77 508.03

vi) Easy chairs, doublecaning seat only

each 648.78 705.85

113. Making and fixing Hatpegs ordinary.

each 215.48 651.12 -do-

114. Weaving cot each 463.50 734.86 -do-

115. Sweeping chimneys each 127.72 132.03 -do-

116. Picture railing includingmaking fixing and painting.

m 180.98 488.32 -do-





1 2 3 4 5 6 7117. Flapping G.I. pipes for

bathroom drains.each 489.00 544.19 20.7

118. Cutting fuel wood fromplantation.

Tonne 124.43 -do-

119. Splitting fuel wood. Tonne 273.75 -do-

120. Burning charcoal includingloading, unloading andrepairing kilns.

Tonne 5978.88 -do-

121. Filling cement bags withcoal and sewing (includingcost of strings).

cum 496.14 -do-

122. Ploughing 3 times. Hectare 4341.91 -do-

123. Levelling dressing andmaking lawns.

sqm 33.96 -do-

124. Turfing lawns (excludingcost of turf).

sqm 29.10 -do-

125. Supplying and fixing irongrating for fire place.

sqm 118.76 5637.89 -do-

126. Fixing copper flashingincluding cutting of sheets,grooving and riveting.

m 67.04 -do-

127. Washing fan frills. each 92.70 109.26 -do-

128. Washing: -do-

i) Table cloth each 38.63 45.52ii) Napkins, dusters etc. each 23.48 Error! Not a

valid link.

129. Silt clearing 3.0m Ø wellsand removal of slushoutside the compound.

-do-

a) Upto 3.0m depth slush eachwell

6249.63

b) Beyond 3.0m depth ofslush

eachwell

12499.26

SUI GAS

130. Providing, laying andtesting M.S. pipe 100mmØ (dia) having 5mm wallthickness.

m 237.54 2327.94 20.9

131. Providing, laying andtesting M.S. pipe 50mm Øhaving 4mm wallthickness.

m 168.03 894.03 -do-





1 2 3 4 5 6 7132. Providing, laying and

testing M.S. pipe 25mm Øhaving 3.25mm wallthickness.

m 156.81 368.38 20.9

133. Providing, laying andtesting M.S. pipe 19mm Øhaving 3.25mm wallthickness.

m 156.81 326.99 -do-

134. Providing, laying andjointing reducing elbow100 x 50mm Ø at 90º.

each 124.84 1228.66 -do-

135. Providing, laying and fixing/ jointing elbow 100mm Øat 90º or 45º.

each 124.84 814.73 -do-

136. Providing, laying and fixing/ jointing valve 102mm Øflanged (China).

each 124.84 3022.38 -do-

137. Providing, laying and fixing/ jointing tee/elbow/unionetc. 50mm Ø.

each 85.95 1879.67 -do-


each 85.95 989.71 -do-


each 85.95 276.82 -do-

140. Providing and fixingpeeable regulator for suigas network.

each 192.22 633.75 -do-

141. Providing and fixing suigas single burner.

each 384.45 853.57 -do-

142. Providing and fixing suigas double burner.

each 384.45 1281.30 -do-

143. Providing and fixingcooking range 3 burners /oven.

each 1153.34 17250.79 -do-

144. Providing and fixing watergeyser 160 litres (35gallons) capacity.

each 768.89 14928.89 -do-

145. Providing and fixing watergeyser 114 litres (25gallons) capacity.

each 768.89 11117.26 -do-





1 2 3 4 5 6 7146. Providing and fixing sui

gas metre for WAPDAresidences.

each 768.89 6977.91 20.9

147. Supply and Fixing sui gasroom heater double plate.

each 380.44 14540.44 -do-

OTHERMISCELLANEOUS ITEMS

148. Notice board made withcement plaster 13 mmthick with 50 mm wide 25mm thick beading(1.25mx1.50m)

each 1477.95 1667.81

149. Hoisting and placingsleepers for centeringincluding carriage within30 m.

each 55.48 20.8

150. Dredging sumps, havingnot less than 5 gang mento be employed for eachshift.

Shift 2554.40 -do-

151. Repairing corners ofbuilding structures.

each 184.91 -do-

152. Chamfering sides of headregulators and masonrywalls to increase width.

sqm 618.02 -do-

153. Fixing "U" bolts in masonryor concrete includingleveling and tying for fixingangle iron posts.

each 228.33 -do-

154. Replacing deterioratedbricks.

each 23.60 -do-

155. a) Unwatering by hand cum 67.66 -do-b) Bailing out water by

pump.cum 6.19

156 Repairing corners ofbridges and otherhydraulic masonry works.

each 358.85 -do-

157. Breaking brick ballastscreening and stacking ofring size:

-do-

a) 50 mm cum 541.25b) 40 mm cum 631.46c) 25 mm cum 721.66d) 20 mm cum 811.87





1 2 3 4 5 6 7158. Fixing broken glasses on

court yard walls, withcement concrete coping1:3:6.

m 83.81 20.8

159. Extra labour for drains ofbathrooms etc.

m 100.10 -do-

160. Drilling holes in R.C.trough.

each 135.88 -do-

161. Erecting and casting sun-shades of precast R.C.concrete (upto 1.5x0.8 m)

each 347.89 -do-

162. Hoisting R.S beams andwooden beams andplacing in position

each 407.99 -do-

163. Hoisting and placing inposition sal ballies overroofs.

each 47.80 -do-

164. Hoisting R.C. battens andplacing in position:

-do-

a) 1.5 - 1.75 m each 40.89b) 1.75 - 2.0 m each 61.43c) 2.0 - 2.5 m each 81.87d) 2.5 - 2.75 m each 98.29e) above 2.75 m each 122.86

165. Hoisting and placing inposition R.C. trough:

-do-

a) Upto 3 m each 122.86b) 3.0 - 3.3 m each 163.75c) 3.3 - 3.7 m each 204.83d) 3.7 - 4.0 m each 223.38e) 4.0 - 4.3 m each 245.72f) 4.3 - 4.6 m each 273.03g) 4.6 - 4.9 m each 307.15h) 4.9 - 5.2 m each 351.38i) 5.2 - 5.5 m each 409.53j) 5.5 - 5.8 m each 446.46k) 5.8 - 6.1 m each 491.43

166. Hoisting placing in positionR.C. shelves.

each 76.96 -do-

167. Hoisting & placing inposition precast RC latrineseats.

each 307.15 -do-





1 2 3 4 5 6 7168. Hoisting and placing in

position R.C. invertedbattens:

20.8

a) Upto 3m each 98.93b) 3.0 - 3.7m each 197.87c) 3.7 - 4.0m each 247.34d) 4.0 - 4.3m each 296.80e) 4.3 - 4.6m each 330.15f) 4.6 - 4.9m each 371.01g) 4.9 - 5.5m each 495.66h) 5.5 - 6.1m each 742.01

169. Reinforced cementconcrete spout includingfixing in position with topand bottom finishes.

each 574.16 734.72 -do-

170. Laying 50mm thick sandand bitumen carpet on topof foundation of oil tank.

sqm 141.62 365.02 -do-

171. Cutting holes 100x150mmin stone or brick orconcrete wall with chisel,repairing masonry andremoving debris within30m lead.

Perhole

287.08 -do-

172. Cutting grooves in stonemasonry, brick masonry orcement concrete wall andremoving debris within30m lead.

Pergroove

358.85 -do-

173. Making 40 x 40mm groovein wall of stone or brickmasonry in cement forfixing planks upto 230mmdepth.

Perblank

239.23 -do-

174. Drilling holes in stone orbrick masonry upto 5.0m Øper 25mm depth.

Perhole

63.86 -do-

175. Laying and ramming dryballast or Kankar.

cum 721.66 -do-

176. Petty repairs to fire places. each 327.95 596.01 -do-

177. Petty repairs to mainrooms above 10.75 Sq..

each 269.14 394.84 -do-

178. Petty repairs to smallrooms below 10.75 Sq..

each 134.57 194.75 -do-





1 2 3 4 5 6 7179. Petty repairs to verandah. each 269.14 394.84 20.8

180. Constructing cookingrange as per standarddesign of WAPDAresidences drawingNo.120-I/3B

each 4187.97 12885.45 -do-

181. Constructing fire place asper standard design ofWAPDA residencesdrawing No. 120-I/4B

each 1812.31 3698.83 -do-

182. Extra charges for usingadmixture for waterproofing purpose.

Kg 137.98 -do-

183. Providing and layingthermopore sheet

-do-

a) 25 mm thick sqm 132.24 571.68b) 40 mm thick sqm 132.24 686.29

184. Testing samples of waterfrom laboratory.

each 102.18 293.05 -do-

185. Providing and installationpumping set type ETA size75 x 63mm (3”x2½") speedabout 2900 rpm and 36.5m(120') head includingsupply and fixing one No.motor and starter 15 HPwith one No. voltmeter andone No. ampere metre andmain switch 60 ampere500 volts 3 pole on steelboard complete in allrespects and otherincidental thereto.

each 2493.37 123914.18

186. Providing and fixing Razorbarbed wire fencing having460mm ring at 150mmcentre to centre hangingon 10mm dia MS bar with40x40x5mm angle ironpost of 1.0m heightcomplete.

m 200.55 755.49

187. Fabrication, erection, fixingand installation of CarShed of 5 ply fiber glasssheet with steel structuremade of 18 gauge squaretube 32 x 32 mm side

sqm 96.05 5505.91 Analysisfor 4.0m x

2.75mdivided

into 9 Nosequal size





1 2 3 4 5 6 7bracing for sheet with MSflat 25 x 3 mm and100 mm Ø 16 gaugevertical post complete in allrespect.

panelsand of2.45mclear

height.

188. Fabrication, erection, fixingand installation of CarShed of 3 ply fiber glasssheet with steel structuremade of 18 gauge squaretube 32 x 32 mm sidebracing for sheet with MSflat 25 x 3 mm and 75 mmØ 16 gauge vertical postcomplete in all respect.

sqm 88.78 3941.61 Analysisfor 4.0m x

2.75mdivided

into 9 Nosequal size

panelsand of2.45mclear

height.

SECTION –21 ELECTRIFICATION


SECTION - 21E L E C T R I F I C A T I O N



A-I. Internal Electrification of Building

Sr.No. Description Unit Rate (Rs) Specifi-

cation Remark

1 2 3 4 5 6

1 - POINT WIRING

A) Wiring with 1/1.13 (3/0.29) PVCinsulated wire on surface steelconduit 16 SWG (1.62 mm)including bends inspection/switchbox/check Nut where necessary.

1 Wiring light or fan point with 1/1.13mm (3/0.029) PVC insulated wire in19.1 mm dia 16 SWG (1.62 mm)thick steel conduit on surfacecomplete with switch, holder/ceilingrose and plastic plate for switch,regulator/dimmer upto 10 metre.

perpoint

1648.06 21.3

2 Wire two ways light point with1/1.13 mm (3/0.029) PVC insulatedwire in 19.1 mm 16 S.W.G (1.62mm) conduit on surface completeas per item No.5.

perpoint

2625.35 -do-

3 Wire multiple light point forcontrolling 2 lighting out let withswitch, with 1.13 mm (3/.029) PVCinsulated wire in M.S. Conduit 19.1mm dia 16 SWG (1.62 mm)including bends, inspection, boxswitch & ceiling rose/batten holderetc.

perpoint

4530.48 -do-

4 As above but 3 lighting outlet will becontrolled with one switch.

perpoint

3694.79 -do-

5 As above but 4 Nos. lighting outletwill be controlled with one switch.

perpoint

4491.65 -do-


perpoint

5359.60 -do-


perpoint

6442.93 -do-




cation Remark

1 2 3 4 5 68 Wiring 3/5 pin 5 Amps. Wall socket

point with 1/1.13 (3/.029) PVCinsulated conductor and 2.5 mmPVC insulated earthing wire in M.S.Conduit 19.1 mm dia 16 S.W.G.(1.62 mm) on surface complete withswitch socket combined(concealed).

perpoint

1913.88 21.3

9 Wiring 2 pin plug control point with1/1.13 (3/.029) PVC insulated wireon switch board including plug &switch.

perpoint

182.47 -do-

10 Wiring call bell with 1/1.13 mm(3/.029) PVC insulated wire in 19.1mm 16 SWG (1.62 mm) gaugesteel conduit on surface completewith Buzzer Bell push & 3 Metreflexible wire 23/.0076 twin.

perpoint

2219.80 -do-

B) Wiring with 1/1.13 (3/0.29) PVCinsulated wire in recessed steelconduit including bendsinspection/switch boxes/check nutwhere necessary.

11 Wiring light or fan point with 1/1.13mm (3/0.029) PVC insulated wire in19.1 mm 16 SWG (1.62 mm) gaugesteel conduit recessed in the wall orcolumn complete with switch,ceiling rose/batten holder in allrespects.

perpoint

1717.16 -do-

12 Wire two ways light point with1/1.13 mm (3/0.029) PVC insulatedwire in 19.1 mm heavy gauge steelconduit recessed the wall or columncomplete in all respects.

perpoint

2345.11 -do-

13 Wire multiple light point forcontrolling two lighting outlet withone switch, with 1.13 mm (3/.029)PVC insulated wire in 19.1 mm dia16 SWG (1.62 mm) thick M.S.Conduit included Bends, inspectionboxes, check nut, C.I./M.S. Box forswitch and switchers, ceilingrose/batton holder complete in allrespects.

perpoint

2569.07 -do-


perpoint

3439.62 -do-




cation Remark

1 2 3 4 5 615 As above but 4 Nos. lighting outlet

will be controlled with one switch.per

point4094.51 21.3


perpoint

4578.95 -do-


perpoint

5668.26 -do-

18 Wiring 2 pin plug point on boardwith 1/1.13 (3/0.29) PVC insulatedwire complete with switch and plug.

perpoint

182.47 -do-

19 Wiring 3/5 pin 5 Amps. Wall socketpoint with 1/1.13 (3.029) PVCinsulated wire and 2.5 mm PVCinsulated earthing conductor in M.S.Conduit 18.1 mm dia M.S. Conduitrecessed in wall column completewith switch socket combined.

perpoint

1998.22 -do-

20 Wiring call bell with 1/1.13 mm(3.029) PVC insulated wire in19.1 mm heavy gauge steel conduitrecessed in the wall or columncomplete with Buzzer, Push batten& 3 Metre flexible wire 23/.0076twin.

perpoint

1904.47 -do-

C) Wiring with 1/1.13 (3.029) PVCinsulated wire in PVC Conduit 1.50mm thick 19.1 mm dia on surfaceincluding bends, inspection switchbox where necessary.

21 Wiring light or fan point with 1/1.13mm (3/0.029) PVC insulated wire in19.1 mm PVC Conduit 1.50 mmthick on surface complete withswitch, ceiling rose/batten holder inetc.

perpoint

1237.44 -do-

22 Wire two ways light point with1/1.13 mm (3/0.029) PVC insulatedwire in 19.1mm PVC conduit 1.50mm thick on surface complete withswitch, ceiling rose/batten holderetc.

perpoint

1825.54 -do-

23 Wiring 2 pin plug point on boardwith 1/1.13 (3/0.29) PVC insulatedwire complete with switch and plug.

perpoint

182.47 -do-

24 Wiring 3/5 pin 5 Amps. Wall socketpoint with 1/1.13(3/.029) PVCinsulated wire and 2.5mm PVC

perpoint

1263.61 -do-




cation Remark

1 2 3 4 5 6conduit 19.1mm 1.50 mm thickfixed on surface complete withswitch socket etc.

25 Wiring call bell with 1/1.13 (3/0.029)PVC insulated Wire in 19.1 mmPVC conduit fitted on surfacecomplete with Buzzer, push & 3Metre flexible wire 23/.0076 Twin

perpoint

1459.33 21.3

D) Wiring with 1/1.13 (3/0.029) PVCinsulated wire in PVC Conduit19.1 mm dia 1.50 thick recessedincluding bends, inspection/switchboxes where necessary etc.

26 Wiring light or fan point with 1/1.13(3.029) PVC insulated wire in19.1 mm , 1.50 mm thick PVCconduit recessed in the wall orcolumn complete with switch plasticplate ceiling rose/batten holder.

perpoint

1304.27 -do-

27 Wiring two ways light point with1/1.13 (3/0.029) PVC insulated wirein 19.1mm , 1.50mm thick PVCconduit recessed in the wall orcolumn complete with switch,plastic plate, ceiling rose/battenholder.

perpoint

1712.15 -do-

28 Wiring 2 pin plug control point onboard with 1.13 (3/.029) PVCinsulated wire in 19.1 mm 1.50 mmthick PVC conduit recessed in thewall etc complete with switch andplug.

perpoint

182.47 -do-

29 Wiring multiple light point forcontrolling two lighting outlet withone switch with 1.13 mm (3/.029)PVC insulated wire in PVC Pipe19.1 mm dia 1.50 mm thickcomplete with switch, ceilingrose/batten holder etc.

perpoint

1627.78 -do-


perpoint

2172.34 -do-


perpoint

2443.40 -do-


perpoint

2977.39 -do-


perpoint

3260.22 -do-




cation Remark

1 2 3 4 5 6

34 Wiring 3/5 pin 5 Amps. Wall socketpoint with 1.13 mm PVC insulatedwire and 2.5 mm PVC insulatedearthing conductor in 19.1 mmPVC Pipe recessed in wall/columncomplete with switch socket etc.

perpoint

1230.97 21.3

2- MISCELLANEOUS

A) Wiring with 1/1.13 (3/.029) PVCinsulated wire in G.I.Pipe onsurface including bends, inspectionboxes where necessary etc.

1 Wiring for light or fan point with1/1.13 (3/.029) PVC insulated wirein 15 mm G.I. Pipe laid on surfacein courtyard or open terracescomplete with switch buttonholder/ceiling rose.

perpoint

1830.98 -do-

2 Wiring 3/5 pin 5 Amps. Wall socketpaint with 1/1.13 mm (3/.029) PVCinsulated wire in G.I. Pipe 15 mmdia fixed on surface including allaccessories and complete withswitch socket 3 pin 5 Amps.Combined (concealed) and dulyearthed with 2.5 mm PVC insulatedearthing conductor.

perpoint

2028.29 -do-

3 - MAINS AND SUB-MAINS

A) With 2 wires in steel conduit 16SWG (1.62 mm) thick including allaccessories.

1 Wiring mains with 2-1/1.13 (3/.029)PVC insulated wire in 19.1 mm 16SWG (1.62 mm) thick steel conduitfitted on surface includingaccessories.

m 168.59 -do-

2 Wiring main with 2-1/1.38 (3/.036)PVC insulated wire in 19.1 mm 16SWG (1.62 mm) thick steel conduitfitted on surface includingaccessories.

m 178.37 -do-

3 Wiring main with 2-1/1.78 (7/.029)PVC insulated wire in 19.1 mm 16SWG (1.62 mm) thick steel conduitfitted on surface includingaccessories.

m 201.05 -do-




cation Remark

1 2 3 4 5 64 Wiring main with 2-1/7/0.85 (7/.036)

PVC insulated wire in 19.1 mm 16SWG (1.62 mm) thick steel conduitfitted on surface includingaccessories.

m 230.43 21.3

5 Wiring main with 2-1/7/1.04 (7/.044)PVC insulated wire in 19.1 mm 16SWG (1.62 mm) thick steel conduitfitted on surface includingaccessories.

m 269.59 -do-

6 Wiring main with 2-1/7/1.35 (7/.052)PVC insulated wire in 25.4 mm 16SWG (1.62 mm) thick steel conduitfitted on surface includingaccessories.

m 360.70 -do-

7 Wiring main with 2-1/7/1.70 (7/.064)PVC insulated wire in 25.4 mm16 SWG (1.62 mm) thick steelconduit fitted on surface includingaccessories.

m 449.00 -do-

8 Wiring main with 2-1/19(7/.044)PVC insulated wire in 25.4 mm16 SWG (1.62 mm) gauge steelconduit fitted on surface includingaccessories.

m 566.46 -do-

9 Wiring main with 2-1/7/2.14)(19.052) PVC insulated wire in 38.2mm heavy gauge steel conduitfitted on surface includingaccessories.

m 401.80 -do-

10 Wiring main with 2-1/19/1.53)(19.064) PVC insulated wire in 38.2mm heavy gauge steel conduitfitted on surface includingaccessories.

m 548.14 -do-

B) With 2 wires in steel conduit 16SWG (1.62 mm) recessed includingall accessories.

11 Wiring mains with 2-1/1.13(3.029)PVC insulated wire in 19.1 mmheavy gauge steel conduitrecessed in wall as required.

m 156.98 -do-

12 Wiring mains with 2-1/1.38(3.036)PVC insulated wire in 19.1 mm16 SWG (1.62 mm) gauge steelconduit recessed in wall as requiredincluding all accessories.

m 166.76 -do-




cation Remark

1 2 3 4 5 613 Wiring mains with 2-1/1.78(7.029)

PVC insulated wire in 19.1 mm16 SWG (1.62 mm) gauge steelconduit recessed in wall as requiredincluding all accessories.

m 181.44 21.3

14 Wiring mains with 2-1/7/0.85(7.036)PVC insulated wire in 19.1 mm16 SWG (1.62 mm) steel conduitrecessed in wall as requiredincluding all accessories.

m 225.48 -do-


m 249.96 -do-


m 282.86 -do-


m 433.36 -do-

18 Wiring mains with 2-1/19/.044 PVCinsulated wire in 25.4 mm 16 SWG(1.62 mm) steel conduit recessed inwall as well as required.

m 550.83 -do-

19 Wiring mains with 2-1/7/2.14(19.052) PVC insulated wire in38.2 mm 16 SWG (1.62 mm)gauge steel conduit recessed inwall as required.

m 526.44 -do-

20 Wiring mains with 2-1/19/1.53(19.064) PVC insulated wire in38.2 mm 16 SWG (1.62 mm) steelconduit recessed in wall as requiredincluding all accessories.

m 626.44 -do-

C) With 3 wire in steel conduit onsurface including all accessories.

21 Wiring mains with 3-1/1.13(3/.029)PVC insulated wire 660 volts gradein 19.1 mm 16 SWG (1.62 mm)gauge steel conduit on surface asrequired including all accessories.

m 178.40 -do-




cation Remark

1 2 3 4 5 622 Wiring mains with 3-1/1.38(3/.036)

PVC insulated wire 660 volts gradein 19.1 mm 16 SWG (1.62 mm)gauge steel conduit on surface asrequired including all accessories.

m 195.64 21.3

23 Wiring mains with 3-1/1.78(7/.029)PVC insulated wire 660 volts gradein 19.1 mm 16 SWG (1.62mm) gauge steel conduit on surfaceas required including allaccessories.

m 202.13 -do-

24 Wiring mains with 3-1/7/0.85(7/.036) PVC insulated wire 660volts grade in 19.1 mm 16 SWG(1.62 mm) heavy gauge steelconduit on surface as requiredincluding all accessories.

m 234.49 -do-

25 Wiring mains with 3-1/7/1.04(7/.044) PVC insulated wire 660volts grade in 25.4 mm 16 SWG(1.62 mm) steel conduit on surfaceas required including allaccessories.

m 299.99 -do-

26 Wiring mains with 3-1/7/1.35(7/.052) PVC insulated wire 660volts grade in 25.4 mm 16 SWG(1.62 mm) steel conduit on surfaceas required including allaccessories.

m 373.17 -do-

27 Wiring mains with 3-1/7/1.70(7/.064) PVC insulated wire 660volts grade in 31.7 mm 16 SWG(1.62 mm) gauge steel conduit onsurface as required including allaccessories.

m 571.81 -do-

28 Wiring mains with 3-1/19/0.044PVC insulated wire 660 volts gradein 31.7 mm 16 SWG (1.62 mm)gauge steel conduit on surface asrequired including all accessories.

m 612.80 -do-

29 Wiring mains with 3-1/7/2.14(19/.052) PVC insulated wire 660volts grade in 38.2 mm 16 SWG(1.62 mm) gauge steel conduit onsurface as required including allaccessories.

m 705.88 -do-

30 Wiring mains with 3-1/19/1.53(19/.064) PVC insulated wire 660volts grade in 38.2 mm 16 SWG(1.62 mm) gauge steel conduit

m 854.19 -do-




cation Remark

1 2 3 4 5 6on surface as required including allaccessories.

31 Wiring mains with 3-1/19/2.14(19/.083) PVC insulated wire 660volts grade in 50.8 mm 16 SWG(1.62 mm) gauge steel conduit onsurface as required including allacce4ssories.

m 1161.64 21.3

D) With 3 wires in steel conduitrecessed including all accessories.

32 Wiring mains with 3-1/1.13(3/.029)PVC insulated wire 660 volts gradein 19.1 mm 16 SWG (1.62 mm)steel conduit recessed in the wallas required including allaccessories.

m 165.50 -do-

33 Wiring mains with 3-1/1.38(3/.036)PVC insulated wire 660 volts gradein 19.1 mm 16 SWG (1.62 mm)steel conduit recessed in the wallas required.

m 182.84 -do-

34 Wiring mains with 3-1/1.78(7/.029)PVC insulated wire 660 volts gradein 19.1 mm 16 SWG (1.62 mm)gauge steel conduit recessed in thewall as required including allaccessories.

m 205.94 -do-

35 Wiring mains with 3-1/7/0.58(7/.036) PVC insulated wire 660volts grade in 19.1 mm 16 SWGgauge steel conduit recessed in thewall as required including allaccessories.

m 254.91 -do-


m 278.98 -do-


m 363.53 -do-

38 Wiring mains with 3-1/7/1.70(7/.064) PVC insulated wire 660volts grade in 31.7 mm 16 SWG

m 548.71 -do-




cation Remark

1 2 3 4 5 6gauge steel conduit recessed in thewall as required including allaccessories.

39 Wiring mains with 3-1/19/.044PVC insulated wire 660 volts gradein 31.7 mm 16 SWG gauge steelconduit recessed in the wall asrequired including all accessories.

m 597.62 21.3


m 658.45 -do-


m 826.29 -do-


m 1126.29 -do-

E) With 4 wire in steel conduit onsurface including all accessories.

43 Wiring mains with 4-1/1.13 (3/.029)PVC insulated wire 660 volts gradein 19.1 mm 16 SWG gauge steelconduit on surface as requiredincluding all accessories.

m 209.45. -do-


m 232.28 -do-


m 246.24 -do-

46 Wiring mains with 4-1/7/0.85(7/.036) PVC insulated wire 660volts grade in 25.4 mm 16 SWGgauge steel conduit on surface asrequired including all accessories.

m 289.12 -do-




cation Remark

1 2 3 4 5 647 Wiring mains with 4-1/7/1/04

(7/.044) PVC insulated wire 660volts grade in 25.4 mm 16 SWGgauge steel conduit on surface asrequired including all accessories.

m 341.33 21.3

48 Wiring mains with 4-1/7/1/35(7/.052) PVC insulated wire 660volts grade in 31.7 mm 16 SWGgauge steel conduit on surface asrequired including all accessories.

m 521.31 -do-


m 681.43 -do-

50 Wiring mains with 4-1/19/.044PVC insulated wire 660 volts gradein 31.7 mm 16 SWG gauge steelconduit on surface as requiredincluding all accessories.

m 738.66 -do-


m 840.54 -do-


m 1136.03 -do-

F) With 4 wires in steel conduitrecessed including all accessories.

53 Wiring mains with 4-1/1.13 (3/.029)PVC insulated wire 660 volts gradein 19.1 mm 16 SWG (1.62 mm)gauge steel conduit recessed in thewall as required including allaccessories.

m 187.76 -do-

54 Wiring mains with 4-1/1.38 (3/.036)PVC insulated wire 660 volts gradein 19.1 mm16 SWG (1.62 mm)gauge steel conduit recessed in thewall as required including allaccessories.

m 278.12 -do-

55 Wiring mains with 4-1/1.78(7/.029)PVC insulated wire 660 volts gradein 25.4 mm 16 SWG gauge steel

m 223.59 -do-




cation Remark

1 2 3 4 5 6conduit recessed in wall as requiredincluding all accessories.

56 Wiring mains with 4-1/7/0.85(7/.036) PVC insulated wire 660volts grade in 25.4 mm 16 SWGgauge steel conduit recessed inwall as required including allaccessories.

m 269.11 21.3

57 Wiring mains with 4-1/7/1.04(7/.044) PVC insulated wire 660volts grade in 25.4 mm 16 SWGgauge steel conduit recessed asrequired including all accessories.

m 318.68 -do-


m 504.80 -do-

59 m 660.95 -do-Wiring mains with 4-1/7/1.70(7/.064) PVC insulated wire 660volts grade in 31.7 mm 16 SWGgauge steel conduit recessed asrequired including all accessories.


m 721.21 -do-


m 811.03 -do-

62 Wiring mains with 4-19/1.53(19.064) PVC insulated wire 660volts grade in 50.8 mm 16SWG gauge steel conduit onsurface as required including allaccessories.

m 1100.22 -do-

G) With 3 Wires in G.I. Pipe on surfaceincluding all accessories.

63 Wiring mains with 3-1/1.13 (3/.029)PVC insulated wire 660 volts gradein 19.1 mm G.I. Pipe on surfaceincluding all accessories.

m 278.63 -do-

64 Wiring mains with 3-1/1.38 (3/.036)PVC insulated wire 660 volts grade

m 295.01 -do-




cation Remark

1 2 3 4 5 6in 19.1 mm G.I. Pipe on surfaceincluding all accessories.

65 Wiring mains with 3-1/1.78 (3/.029)PVC insulated wire 660 volts gradein 25 mm G.I. Pipe on surfaceincluding all accessories.

m 367.41 21.3

66 Wiring mains with 3-1/7/0.85(3/0.036) PVC insulated wire 660volts grade in 25 mm G.I. Pipe onsurface including all accessories.

m 401.09 -do-

67 Wiring mains with 3-1/7/1.04(7/0.044) PVC insulated wire 660volts grade in 25 mm G.I. Pipe onsurface including all accessories

m 468.21 -do-

68 Wiring mains with 3-1/7/1.35(7/0.052) 1-7/0.85(7/.056) PVCinsulated wire 660 volts grade in31.7 mm G.I. Pipe on surface.

m 604.48 -do-

69 Wiring mains with 3-1/7/1.70(7/.064) PVC insulated wire 660volts grade in 31.7 mm G.I. Pipe onsurface.

m 722.63 -do-

70 Wiring mains with 3-1/19/.044PVC insulated wire 660 volts gradein 31.7 mm G.I. Pipe on surface.

m 765.32 -do-


m 902.75 -do-


m 1066.36 -do-

H) With 4 wires in G.I. Pipe on surfaceincluding all accessories.

73 Wiring mains with 4-1/1.13 (3.029)PVC insulated wire 660 volts gradein 19.1 mm G.I. Pipe on surface.

m 293.71 -do-

74 Wiring mains with 4-1/1.38 (3/.036)PVC insulated wire 660 volts gradein 19.1 mm G.I. Pipe on surface.

m 317.66 -do-

75 Wiring mains with 4-1/1.78 (7/.029)PVC insulated wire 660 volts gradein 25 mm G.I. Pipe on surface.

m 385.88 -do-




cation Remark

1 2 3 4 5 676 Wiring mains with 4-1/7/0.85

(7/.036) PVC insulated wire 660volts grade in 25 mm G.I. Pipe onsurface.

m 425.98 21.3

77 Wiring mains with 4-1/7/1.04(7.044) PVC insulated wire 660volts grade in 25 mm G.I. Pipe onsurface.

m 475.69 -do-


m 664.92 -do-


m 909.27 -do-

80 Wiring mains with 4-1/19/.0449PVC insulated wire 660 volts gradein 38.2 mm G.I. Pipe on surface.

m 968.17 -do-


m 1031.57 -do-

82 Wiring mains with 4-1/19/1.53(19/.064) PVC insulated wire 660volts grade in 50 mm G.I. Pipe onsurface.

m 1869.33 -do-

I) With 2 wires in PVC Pipe onsurface including all accessories.

83 Wiring mains with 2-1/1.13 (3.029)PVC insulated wire 660 volts gradein 19.1 mm PVC conduit fitted onsurface.

m 82.58 -do-

84 Wiring mains with 2-1/1.38 (3/.036)PVC insulated wire 660 volts gradein 19.1 mm PVC conduit fitted onsurface.

m 101.80 -do-

85 Wiring mains with 2-1/1.78 (7/.029)PVC insulated wire in 19.1 mmPVC conduit fitted on surface.

m 109.13 -do-

86 Wiring mains with 2-1/7/0.85(7/.036) PVC insulated wire 660volts grade in 25 mm PVC conduitfitted on surface.

m 146.26 -do-




cation Remark


(7/.044) PVC insulated wire 660volts grade in 25 mm PVC conduitfitted on surface.

m 176.68 -do-

88 Wiring mains with 2-1/7/1.35(7/.052) PVC insulated wire 660volts grade in 25 mm PVC conduitfitted on surface.

m 212.70 -do-

89 Wiring mains with 2-1/7/1.70(7/.064) PVC insulated wire 660volts grade in 31.7 mm PVC conduitfitted on surface.

m 290.30 -do-

90 Wiring mains with 2-1/19//044PVC insulated wire 660 volts gradein 31.7 mm PVC conduit fitted onsurface.

m 324.60 -do-


m 393.26 -do-


m 493.10 -do-

J) With 2 wires in PVC Conduitrecessed including all accessories.

93 Wiring mains with 2-1/1.13 (3/.029)PVC insulated wire in 19.1 mmPVC Conduit recessed in the wallas required.

m 85.13 -do-

94 Wiring mains with 2-1/1.38 (3/.036)PVC insulated wire in 19.1 mmPVC Conduit recessed in the wallas required.

m 96.10 -do-

95 Wiring mains with 2-1/1.78(7/.029)PVC insulated wire in 19.1 mmPVC Conduit recessed in the wallas required.

m 103.45 -do-

96 Wiring mains with 2-1/7/.085(7/.036) PVC insulated wire in25 mm PVC Conduit recessed inthe wall as required.

m 144.68 -do-

97 Wiring mains with 2-1/7/1.04(7/.044) PVC insulated wire in25 mm PVC Conduit recessed inthe wall as required.

m 175.08 -do-




cation Remark


(7/.052) PVC insulated wire in25 mm PVC Conduit recessed inthe wall as required.

m 211.06 21.3

99 Wiring mains with 2-1/7/1.70(7/.064) PVC insulated wire in 31.7mm PVC Conduit recessed in thewall as required.

m 283.53 -do-

100 Wiring mains with 2-1/19/.044PVC insulated wire in 31.7 mmPVC Conduit recessed in the wallas required.

m 319.74 -do-

101 Wiring mains with 2-1/7/2.14(19/.052) PVC insulated wire in31.7 mm PVC Conduit recessed inthe wall as required.

m 375.62 -do-

102 Wiring mains with 2-1/19/2.53(19/.064) PVC insulated wire in38.2 mm PVC Conduit recessed inthe wall as required.

m 444.03 -do-

K) With 3 wires in PVC Conduit onsurface including all accessories.

103 Wiring mains with 3-1/1.13 (3/.029)PVC insulated wire 660 volts gradein 19.1 mm conduit on surface asrequired.

m 103.79 -do-

104 Wiring mains with 3-1/1.38 (3/.036)PVC insulated wire 660 volts gradein 19.1 mm conduit on surface asrequired.

m 116.18 -do-

105 Wiring mains with 3-1/1.78 (7/.029)PVC insulated wire 660 volts gradein 25 mm conduit on surface asrequired.

m 139.69 -do-

106 Wiring mains with 3-1/7/0.85(7/.036) PVC insulated wire 660volts grade in 25 mm conduit onsurface as required.

m 172.12 -do-

107 Wiring mains with 3-1/7/1.04(7/.044) PVC insulated wire in25 mm PVC Conduit on surface onthe wall as required.

m 208.27 -do-

108 Wiring mains with 3-1/7/1.70(7/.064) PVC insulated wire in31.7 mm PVC Conduit on surfaceon the wall as required.

m 292.81 -do-




cation Remark


(7/.064) PVC insulated wire in31.7 mm PVC Conduit on surfaceon the wall as required.

m 420.13 21.3

110 Wiring mains with 3-1/19/.044PVC insulated wire in 31.7 mmPVC Conduit on surface on the wallas required.(fitted with G.I. Clamps)

m 449.39 -do-

111 Wiring mains with 3-1/7/2.14(19/.052) PVC insulated wire in38.2 mm PVC Conduit on surfaceon the wall as required.(fitted withG.I. Clamps)

m 527.24 -do-

112 Wiring mains with 3-1/19/1.53(19/.064) PVC insulated wire in38.2 mm PVC Conduit on surfaceon the wall as required.(fitted withG.I. Clamps)

m 669.87 -do-

L) With 3 wires in PVC conduitrecessed including all accessories.

113 Wiring mains with 3-2/1.13(3/.029)PVC insulated wire in 19.1 mmPVC Conduit on surface on the wallas required.

m 97.63 -do-

114 Wiring mains with 3-1/1.38(3/.036)PVC insulated wire in 19.1 mmPVC Conduit on surface on the wallas required.

m 114.99 -do-

115 Wiring mains with 3-1/1.78(7/.029)PVC insulated wire in 25 mmPVC Conduit on surface on the wallas required.

m 136.70 -do-

116 Wiring mains with 3-1/7/0.85(7/.036) PVC insulated wire 660volts grade in 25 mm PVC conduitrecessed in the wall as required.

m 169.11 -do-


m 205.27 -do-


m 288.92 -do-




cation Remark


(7/.064) PVC insulated wire 660volts grade in 31.7 mm PVC conduitrecessed in the wall as required.

m 419.47 21.3

120 Wiring mains with 3-1/19/.044PVC insulated wire 660 volts gradein 31.7 mm PVC conduit recessedin the wall as required.

m 508.18 -do-

121 Wiring mains with 3-1/7/2.14(19/.052) PVC insulated wire 660volts grade in 38.2 mm PVC conduitrecessed in the wall as required.

m 749.18 -do-

122 Wiring mains with 3-1/19/1.53(19/.064) PVC insulated wire 660volts grade In 38.2 mm PVCconduit recessed in the wall asrequired.

m 1072.20 -do-

M) With 4 wires in PVC Conduit onsurface: including all accessories.

123 Wiring mains with 4-1/1.13 (3/.029)PVC insulated wire 660 volts gradein 20mm PVC conduit on surface.

m 145.29 -do-

124 Wiring mains with 4-1/1.38 (3/.036)PVC insulated wire 660 volts gradein 19.1 mm PVC conduit onsurface.

m 164.41 -do-

125 Wiring mains with 4-1/1.78 (7/.029)PVC insulated wire 660 volts gradein 25 mm PVC conduit on surface.

m 186.88 -do-

126 Wiring mains with 4-1/7/0.85(7/.036) PVC insulated wire 660volts grade in 25 mm PVC conduiton surface.

m 210.71 -do-

127 Wiring mains with 4-1/7/1.04(7/.044) PVC insulated wire 660volts grade in 25 mm PVC conduiton surface.

m 301.48 -do-

128 Wiring mains with 4-1/7/1.35(7/.052) PVC insulated wire 660volts grade in 31.7 mm PVC conduiton surface.

m 486.23 -do-


m 677.34 -do-




cation Remark

1 2 3 4 5 6130 Wiring mains with 4-1/19/.044

PVC insulated wire 660 volts gradein 38.2 mm PVC conduit onsurface.

m 987.88 21.3


m 893.94 -do-

N) With 4 wires in PVC Conduitrecessed including all accessories.

132 Wiring mains with 4-1/1.13 (3/.029)PVC insulated wire 660 volts gradein 38.2 mm PVC conduit recessed.

m 135.66 -do-

133 Wiring mains with 3-1/1.38 (3/.036)and 1-1/1.13(3/.029) PVC insulatedwire 660 volts grade in 19.1 mmPVC Conduit recessed in the wallas required.

m 154.77 -do-

134 Wiring mains with 4-1/1.78 (7/.029)PVC insulated wire 660 volts gradein 25 mm PVC conduit recessed inthe wall as required.

m 188.14 -do-

135 Wiring mains with 4-1/7/0.85(7/.036) and 1-1/1.78 (7/.029) PVCinsulated wire 660 volts grade in 25mm PVC Conduit recessed in thewall as required.

m 216.50 -do-

136 Wiring mains with 4-1/7/1.04(7/.044) PVC insulated wire 660volts grade in 25 mm PVC Conduitrecessed in the wall as required.

m 641.81 -do-

137 Wiring mains with 4-1/7/1.35(7/.052) PVC insulated wire 660volts grade in 31.7 mm PVCConduit recessed in the wall asrequired.

m 476.53 -do-

138 Wiring mains with 4-1/7/1.70(7/.064) PVC insulated wire 660volts grade in 31.7 mm PVCConduit recessed in wall asrequired.

m 667.58 -do-

139 Wiring mains with (4-1/19/.044)PVC insulated wire 660 volts gradein 38.2 mm PVC Conduit recessedin wall as required.

m 965.16 -do-




cation Remark


(19.052) PVC insulated wire 660volts grade in 38.2 mm PVCConduit recessed in wall asrequired.

m 1011.77 21.3

O) With 6 Wires in G.I.Pipe on surfacefor Motor connection complete withall accessories.

141 Wiring from starter to motor with6-1/7/0.85 (7/.036) PVC Insulatedwires in G.I.Pipe 32 mm dia onsurface including all accessories.

m 641.81 -do-


m 779.08 -do-

143 Wiring from starter to motor with6-1/7/1.70 (7/.064) PVC Insulatedwires in G.I.Pipe 38.2 mm dia onsurface including all accessories.

m 1346.18 -do-

144 Wiring from starter to motor with6-1/19/.044 PVC Insulated wires inG.I.Pipe 50 mm dia on surfaceincluding all accessories.

m 2153.89 -do-


m 2226.15 -do-

146 Wiring from starter to motor with6-1/19/1.53 (19/.064) PVCInsulated wires in G.I.Pipe 65 mmdia on surface including allaccessories.

m 2896.19 -do-

147 Wiring from starter to motor with6-1/19/2.14 (19/.083) PVC Cable660 volts in G.I.Pipe 80 mm diafixed on surface including allaccessories.

m 3516.82 -do-

P) PVC Cable Insulated /SheathedFour Core Cables.

148 Supply and erection of PVCinsulated PVC Sheathed 4 corecopper cable size 19/.052(7/2.14mm) on wooden cleats with angleiron base size 38 mm x 3 mm 60mm long.

m 1135.96 -do-




cation Remark

1 2 3 4 5 6149 Supply and erection of PVC

insulated PVC Sheathed 4 corecopper cable size 19/.064(19/1.53mm) 4 core on wooden cleats withangle iron base size 38 mm x 3 mm60 mm long.

m 1716.47 21.3

150 Supply and erection of PVCinsulated PVC Sheathed 4 corecopper cable size19/.083(19/2.14 mm) 4 core onwooden cleats with angle iron basesize 38 mm x 3 mm 60 mm long.

m 2819.21 -do-

151 Supply and erection of PVCinsulated PVC Sheathed 4 corecopper cable size 19/.052(7/2.14mm) in existing trench.

m 762.17 -do-


m 1300.56 -do-


m 2407.67 -do-

Q) E.C.C.

154 Providing/laying and connectinghard drawn bare copper wire 2.076mm as earth continuity conductorwith any given main or sub-main inall system of wiring.

m 10.20 -do-

155 Providing/laying and connectinghard drawn bare copper wire 3.2mm2 (14 S.W.G) as earth continuityconductor with any given mains orsub-main in all system of wiring.

m 13.68 -do-

156 Providing & fixing hard drawn barecopper wire 5.4 mm2 (12 S.W.G) asearth continuity conductor with anygiven mains or sub-main in allsystem of wiring.

m 22.71 -do-

157 Providing & fixing hard drawn barecopper wire 8.7 mm2 (10 S.W.G) asearth continuity conductor with anygiven mains or sub-main in allsystem of wiring including metallicelectrical accessories.

m 27.29 -do-




cation Remark

1 2 3 4 5 6158 Providing & fixing hard drawn bare

copper wire 13 mm2 (8 S.W.G) asearth continuity conductor with anygiven mains or sub-main in allsystem of wiring including metallicelectrical accessories.

m 32.53 21.3

159 Providing & fixing hard drawn barecopper wire 19 mm2 (6 S.W.G) asearth continuity conductor with anygiven mains or sub-main in allsystem of wiring including metallicelectrical accessories.

m 53.51 -do-


m 54.38 -do-


m 73.77 -do-

162 Providing & fixing hard drawn barecopper wire 38.6 mm2 (2 S.W.G) asearth continuity conductor with anygiven mains or sub-main in allsystem of wiring including metallicelectrical accessories.

m 88.64 -do-

163 Providing & fixing hard drawn barecopper wire 45.6 mm2 (1 S.W.G) asearthing conductor in earthingpit/trench etc.

m 124.64 -do-

164 Providing & fixing hard drawn barecopper tap 19.1 x 3 mm as earthingconductor for laying in earthingpit/trench etc.

m 172.71 -do-

165 Providing & fixing and connectinghard drawn bare copper Tap25.4 mm x 3 mm as earthingconductor for laying in earthingpit/trench etc.

m 228.49 -do-

166 Providing & fixing and connectinghard drawn bare copper Tap 38.2mm x 3 mm as earthing conductorfor laying in earthing pit/trench etc.

m 383.59 -do-




cation Remark

1 2 3 4 5 64 - ELECTRICAL ACCESSORIES

A) Surface Type Switches

1 Providing & fixing and connectingone way S.P. 5 Amps. Switchalready fixed board as replacement.

each 53.33 21.3

2 Providing & fixing and connectingtwo ways S.P. 10/15 Amps. Switchon already fixed a given preparedboard as replacement.

each 55.48 -do-

3 Providing & fixing and connectingA.C. one way S.P. 10/15 Amps.Switch on already fixed a givenprepared board.

each 72.47 -do-

B) FLUSH TYPE SWITCHES

4 Providing & fixing/connecting A.C.one way S.P. 5 Amps, switch flushtype (Piano type) as replacementon open wooden board.

each 56.16 -do-

5 Providing & fixing /connecting A.C.two ways S.P. 5 Amps, switch flushtype on a given prepared board asreplacement.

each 63.15 -do-

6 Providing & fixing/connecting A.C.one way S.P. 5 Amps, already flushtype switch as replacement onmetal board recessed in the wallsor columns and covered with sheet.

each 68.67 -do-

7 Providing & fixing /connecting A.C.one way S.P. 10/15 Amps, alreadyflush type switch as replacement onmetal board recessed in the wallsor columns and covered with sheet.

each 84.99 -do-

C) Flush Type Switches - Two ways

8 Providing & fixing /connecting A.C.two ways S.P. 5 Amps, alreadyflush type switch on metal boardalready recessed in the walls orcolumns and covered with sheet asreplacement.

each 63.15 -do-

D) Weather Proof Switches

9 Providing and fixing/connectingA.C. two ways S.P. 5 Amps 250volts switch as replacement inweather proof cast iron casealready fixed.

each 73.33 -do-




cation Remark

1 2 3 4 5 610 Providing and fixing A.C. one way 5

Amps 250 volts, switch in weatherproof cast iron case complete withswitch & C.I. Case.

each 263.12 21.3

11. Providing and fixing/connectingA.C. one way 15 Amps. 250 voltsswitch, weather proof cast iron casewith front operated disc handle on agiven board complete with C.I.Case.

each 402.96 -do-

E) 2-Pin, 5Amps. Plug Socket:

12. Providing and fixing/connectingsurface type 2 pin 5 Amps S.P.Plug-socket as replacement onalready fixed wooden board.

each 50.98 -do-

13. Providing and fixing/connectingsurface type 2 pin 5 Amps S.P.Plug-socket, switch complete withS.W. Board as replacement.

each 100.57 -do-

14. Providing and fixing flush type 2 pin5 Amps S.P. Plug-socket onalready fixed board.

each 49.64 -do-

15. Providing and fixing/ connectingflush type 2 pin 5 Amps S.P. Plug-socket on Metal Board recessed inthe wall or columns as replacementwith plastic sheet.

each 80.85 -do-

F) 3-Pin, 5Amps. Plug Socket:

16. Providing and fixing surface type 3pin 5 Amps S.P. Plug-socket on agiven prepared board.

each 60.79 -do-

17. Providing and fixing type 3 pin 5Amps flush type S.P. Plug-socketand switch complete with board.

each 239.43 -do-

18. Providing and fixing type 3 pin 5Amps flush type S.P. Plug-socketand switch combined on board asreplacement.

each 73.30 -do-

19. Providing and fixing flush type 3 pin5 Amps S.P. Plug-socket, switchcombined fixed on M.S./C.I Box onsurface complete with C. I. Box.

each 166.84 -do-




cation Remark

1 2 3 4 5 6G) 3 Pin, 15 Amps Plug Socket:

20. Providing and fixing surface type 2pin 15 Amps S.P. Plug-socket andswitch as replacement on boardalready exit.

each 107.41 21.3

21 Providing and fixing surface type 3pin 15 Amps S.P. Plug-socket andswitch as replacement completewith board.

each 288.47 -do-

22 Providing and fixing flush type 3 pin15 Amps S.P. Plug-socket, switch(combined) as replacement onboard already exist.

each 172.91 -do-

23 Providing and fixing flush type 3 pin15 Amps S.P. Plug-socket, switch(combined) as replacement onboard already exist.

each 252.83 -do-

H) Weather Proof Plug Socket:

24 Providing and fixing S.P. 5 Amps 3pin plug-socket and switch asreplacement in switch weatherproof type cast iron case alreadyexist.

each 146.62 -do-

25 Providing and fixing S.P. 15 Amps 3pin plug-socket and switch asreplacement in switch weatherproof type cast iron case alreadyexist.

each 189.95 -do-

26 Providing and fixing S.P. 5 Amps 3pin plug-socket and switch inweather proof type both in one castiron case complete with case.

each 408.99 -do-

27 Providing and fixing S.P. 5 Amps 3pin plug-socket and switch inweather proof type both in one castiron case complete with case.

each 609.87 -do-

I) Electric Bells:

28 Providing and fixing A.C. or D.C.electric bell 200/250 volts 70 mmGong as replacement.

each 129.06 -do-

29 Providing and fixing A.C. or D.C.electric Buzzer 200/250 volts asreplacement

each 79.02 -do-




cation Remark

1 2 3 4 5 630 Providing and fixing A.C. weather

proof iron case electric bell 200/250volts 100 mm Gong.

each 712.86 21.3

J) Electric Bell Push:

31 Providing and fixing connectingflush type electric bell push buttonas replacement on a preparedboard.

each 54.99 -do-

32 Providing and fixing bakelite tablepush with 2.74 m twin core circularP.V.C. flexible cord as replacement.

each 125.80 -do-

33 Providing and fixing multiple pianotype table bell push 2 ways to befixed with table P.V.C. flexible cordas replacement.

each 80.37 -do-

K) Electric Bell Indicator:

34 Providing and fixing electric bellindicator 2 ways with manualrepulse operation in wooden box.

each 763.86 -do-


each 1144.00 -do-


each 1918.02 -do-


each 1588.96 -do-


each 3804.92 -do-

5 - BOARDSA) Board:

1 Providing and fixing doubleD.W.Board to accommodate mainsor submain control switches and forother similar jobs on surface 50 mmdeep with upper & bottom planks13 mm thick

sqm 4523.46 -do-

2 Providing and fixing hinged typedouble D.W.Board to accommodatemains or sub-mains controlswitches and for other similar jobson surface.

sqm 6654.23 -do-




cation Remark

1 2 3 4 5 63 Providing and fixing metal board to

accommodate mains or sub-mainscontrol switches and for othersimilar jobs on surface.

sqm 13020.55 21.3

4 Providing and fixing metal board toaccommodate mains or sub-mainscontrol switches recessed in thewall, required including allaccessories.

sqm 11468.33 -do-

5 Providing and fixing floor mountingmetal board 1.20 metre high frombottom (size of angle iron 50 x 50 x6 mm sheet 8 SWG (4.064 mm ) toaccommodate mains or sub-mainscontrol switches and for othersimilar jobs total high from floor in2.20 metre

sqm 10738.51 -do-

6 - FITTINGS & FIXTURES

A) Pendent Light Fittings:

1 Providing and fixing bakelitependent consisting of 1.22 m twincore circular 24/0.19.1 mm(23/0.0076) PVC Insulated PVCsheathed flexible cord with bakelitelamps holder and 254 mm whiteplastic shade.

each 136.84 -do-

2 Providing and fixing bakelitependent consisting of 1.22 m twincore circular 24/0.20 mm(23/0.0076) PVC Insulated PVCsheathed flexible cord with bakelitelamps holder and 254 mm E.I.Shade.

each 176.46 -do-

3 Providing and fixing Plain Pendentconsisting of 1.22 m twin corecircular 24/0.24 mm (23/0.0076)PVC Insulated PVC sheathedflexible cord with bakelite lampsholder and 254 mm white plasticshade.

each 155.48 -do-

4 Providing and fixing bakelitependent consisting of 1.22 m twincore circular 16/0.19.1mm(23/0.0076) PVC Insulated PVCsheathed flexible cord with bakelitelamps holder and 254 mm E.I.Shade.

each 195.10 -do-




cation Remark

1 2 3 4 5 6B) Bracket Light Fittings:

5 Providing and fixing brass bracket229 mm size fitted with brass lampholder and 254 mm EI shade.

each 268.92 21.3

6 Providing and fixing brass bracket229 mm size fitted with brass lampholder and 254 mm white plasticshade.

each 229.30 -do-

7 Providing and fixing brass bracket229 mm size fitted with brass lampholder and 254 mm EI shade.

each 250.28 -do-

8 Providing and fixing brass bracket229 mm size fitted with brass lampholder and 254 mm Plastic Shade.

each 210.58 -do-

C) Batten Light Fittings:

9 Providing and fixing B.C. bakelitebatten lamp holder with 254 mm EIShade

each 118.13 -do-

10 Providing and fixing B.C. bakelitebatten lamp holder with 254 mmwhite plastic shade

each 78.31 -do-

11 Providing and fixing B.C. brassbatten lamp holder with 254 mm EIShade

each 129.81 -do-

12 Providing and fixing B.C. brassbatten lamp holder with 254 mmWhite Plastic shade.

each 90.19 -do-

13 Providing and fixing B.C. brassAngular Type Holder batten holder.

each 67.25 -do-

14 Providing and fixing B.C. brasscentre swivelling type batten holder.

each 93.43 -do-

15 Providing and fixing B.C. battenlamp holder with 150 mm white opalglass globe and gallery etc.

each 193.59 -do-

16 Providing and fixing B.C. bakelitebatten lamp holder with 200 mmwhite glass globe and gallery etc.

each 235.52 -do-

7 - FANS

A) Ceiling Fan Regulators/Dimmer:

1 Fixing A.C. Ceiling fanregulator/dimmer on S.W. board onsurface as replacement.

each 214.86 -do-




cation Remark

1 2 3 4 5 62 Fixing A.C. Ceiling fan

regulator/dimmer on metal boardrecessed in the walls/columns andcovered with sheet.

each 252.40 21.3

B) Fan Clamps:

3 Providing and fixing mild steel barfan clamp 13 mm dia suitable forR.C.roof.

each 154.05 -do-

4 Providing and fixing for woodenbeam Mild steel flat 6 mm x100 mm size frame box type havingdouble bolts and double nuts oneach side and with a suspensionM.S. round 13 mm dia clamp asrequired.

each 446.34 -do-

5 Providing and fixing R.C.C. beamMild steel flat 100 mm x 6mm sizeframed with suspension of mildsteel round 13 mm dia clamp tiedup with bolt and double nutsthrough the beam to hold thesuspension clamp as required.

each 446.34 -do-

6 Providing and fixing girder type fanclamp of mild steel flat 50 mm x6 mm size with suspension of M.S.Round 12.7 mm dia clamp tied upwith double nuts and bolts on bothsides as required.

each 273.87 -do-

7 Providing and fixing G.I.Pipe typefan clamp of mild steel flat 50 mm x6 mm size with suspension of M.S.Round 12.7 mm dia clamp tied upwith double bolts and nuts on bothsides.

each 306.57 -do-

8 Providing and fixing G.I. Pipe50 mm dia size suspension for fanclamps as required.

m 395.84 -do-

9 Providing and fixing G.I. Pipe38.2 mm size suspension for fan

m 421.94 -do-

10 Providing and fixing G.I. Pipe32 mm size suspension for fanclamps as required.

m 356.74 -do-

C) S/Erection of Fans

11 Supply and erection of ceiling fanbest quality including wiring of

-do-




cation Remark

1 2 3 4 5 6down rod with 1/1.13 mm (3/.029)PVC wire, fixing of regulator, blade,canopy etc

a) 915 mm (36”) sweep each 3288.01b) 1219 mm (48”) sweep each 3637.74c) 1422 mm (56”) sweep each 3754.26

12 Supply and erection of 457 mm(18”) sweep bracket fan includingwiring with 1/1.13 mm (3/.029) PVCwire, fixing of blade etc. asrequired.

each 2931.92 -do-

13 Erection of bracket fan including itsconnection.

each 120.04 -do-

14 Erection of exhaust fans of all sizesin the opening already exist.

each 120.04 -do-

D) Butterfly Shutters:

15 Providing and erection butterflyshutters for 229 mm sweep exhaustfan complete as required.

each 132.23 -do-


each 154.38 -do-


each 164.87 -do-


each 182.35 -do-

8 - SWITCH GEARS

A) Circuit Breaker

Providing and fixing distributionboard comprising incoming andoutgoing circuit breaker, neutral linkand auxiliary wiring completelyhoused in M.S. Box of 1.62 mmthick sheet having detachable innercover and outer hinged typelockable door, duly painted insideand outside with Decospray/powdered paint.

1 Providing and fixing of distributionboard single phase 30 Amps, 250volts with 1-No. incoming circuit

each 7092.38 -do-




cation Remark

1 2 3 4 5 6breaker 30 Amps. D.P. 4-Nos. out-going 6-15 Amps. Single pole circuitbreaker with N link on preparedboard.

2 Providing and fixing of distributionboard single phase 60 Amps, 250volts with 1-No. incoming circuitbreaker 60 Amps. D.P. 4-Nos. out-going 6-15 Amps. Single pole circuitbreaker with N link on preparedboard.

each 7633.34 21.3

3 Providing and fixing of distributionboard single phase 60 Amps, 250volts with 1-No. incoming circuitbreaker 60 Amps. D.P. 6-Nos. out-going 6-15 Amps. Single pole circuitbreaker with N link on preparedboard.

each 9528.90 -do-

4 Providing and fixing of distributionboard three phase 400 volts 3 wayswith 1-No. incoming circuit breaker30 Amps. 400 volts and 3 circuitbreaker 6-15 Amps. S.P. in eachphase on prepared board.

each 15367.08 -do-

5 Providing and fixing of distributionboard three phase 60-Amps. 400volts 4 ways per phase with 1-No.incoming circuit breaker 60 Amps.400 volts O/Gang circuit breakerS.P. 6-15 Amps. on preparedboard.

each 20560.76 -do-

6 Providing and fixing of distributionboard three phase 60-Amps. 400volts 6 ways per phase with 1-No.incoming circuit breaker 60 Amps.400 volts O/Gang circuit breakerS.P. 6-15 Amps. on preparedboard.

each 24537.60 -do-

7 Providing and fixing of distributionboard three phase 60-Amps. 400volts 6 ways per phase with 1-No.incoming circuit breaker 60 Amps.400 volts O/Gang circuit breakerS.P. 6-30 Amps. complete with voltmetre and indication light on eachphase on prepared board.

each 27455.20 -do-

8 Providing and fixing of distributionboard single phase 100 Amps, 400volts 6-ways per phase with 1-No.incoming circuit breaker 100 Amps.

each 29181.09 -do-




cation Remark

1 2 3 4 5 6400 volts & outgoing breaker S.P.6.30 Amps. complete with voltmetre, selector switch, & phaseindication lights and N link on agiven board.

9 Providing and fixing of distributionboard three phase 100 Amps, 400volts 8-ways per phase with 1-No.incoming circuit breaker 100 Amps.400 volts & outgoing breaker S.P.6.30 Amps. Complete with voltmetre, selector switch, & phaseindication lights and N link on agiven board.

each 33925.30 21.3

10 Providing and fixing of distributionboard three phase 100 Amps, 400volts 10-ways per phase with 1-No.incoming circuit breaker 100 Amps.400 volts & outgoing breaker S.P.6.30 Amps. Complete with voltmetre, selector switch, & phaseindication lights and N link on agiven board.

each 38973.67 -do-

11 Providing and fixing of distributionboard three phase 150/200-Amps,400 volts 10-ways per phasewith 1-No. incoming circuit breaker100 Amps. 400 volts & outgoingbreaker S.P. 6.30 Amps. Completewith volt metre, selector switch, &phase indication lights and N linkon a given board.

each 52035.08 -do-

12 Providing and fixing of distributionboard three phase 150/200-Amps,400 volts 12-ways per phasewith 1-No. incoming circuit breaker100 Amps. 400 volts & outgoingbreaker S.P. 6.30 Amps. Completewith volt metre, selector switch, &phase indication lights and N linkon a given board.

each 57505.29 -do-

13 Providing and fixing of distributionboard three phase 200 Amps. 250volts 14 ways per phase with I/Cbreaker 6-30 Amps and N link voltmetre ampare metre selectorswitches, C.T's. indication light oneach phase on surface board.

each 66958.74 -do-

14 Providing and fixing of distributionboard single phase 30/60 Amps,250 volts 4-ways per phase with

each 7424.14 -do-




cation Remark

1 2 3 4 5 6One No. circuit breaker 30/60Amps. D.P.& 4-Nos. outgoing circuitbreakers 6.30 Amps. & N link fixedin M.S. Box of suitable sizerecessed in wall.

15 Providing and fixing of distributionboard single phase 30/60 Amps,250 volts 6-ways per phasewith One No. circuit breaker 30/60Amps. D.P.& 4-Nos. outgoing circuitbreakers 6.30 Amps. & N linkfixed in M.S. Box of suitable sizerecessed in wall.

each 8796.23 21.3

16 Providing and fixing of distributionboard single phase 60 Amps, 8-ways per phase 250 volts with OneI/Comming circuit breaker 60 Amps.D.P. & Circuit Breakers 6.30 S.P. inm.s. box of suitable size.

each 10784.59 -do-

17 Providing and fixing of distributionboard three phase 60 Amps, 400volts 3-ways per phase with OneI/C circuit breaker 30 Amps. T.P.and outgoing breakers 6-30 Amps.complete with N link in wallrecessed.

each 14883.57 -do-

18 Providing and fixing of distributionboard single phase 60 Amps, 400volts 4-ways per phase with OneI/C circuit breaker 60 Amps.complete with N link in wallrecessed.

each 20795.68 -do-

19 Providing and fixing of distributionboard three phase 60 Amps, 400volts 6-ways per phase with OneI/C circuit breaker 60 Amps. T.P.and outgoing breaker 6-30 Amps.complete with N link in wallrecessed.

each 27707.71 -do-

20 Providing and fixing of distributionboard three phase 100 Amps, 400volts 6-ways per phase with OneI/C circuit breaker 100 Amps. T.P.and outgoing breaker 6-30 Amps.S.P. Complete with volt metreselector switch, phase indicationlight & N link etc. recessed in wall.

each 29472.08 -do-

21 Providing and fixing of distributionboard three phase 100 Amps, 400volts 8-ways per phase with One

each 34170.83 -do-




cation Remark

1 2 3 4 5 6I/C circuit breaker 100 Amps. T.P.and outgoing breaker 6-30Amps. complete with N linkrecessed in wall.

22 Providing and fixing of distributionboard 100 Amps, 400 volts 10-waysper phase with 1-No.I/C circuitbreaker 100 Amps. T.P. andoutgoing circuit breaker 6-30 Amps.complete with volt metre selectorswitch, phase indication light &Neutral link etc. recessed in wall.

each 36156.61 21.3

23 each 52224.67 -do-Providing and fixing of distributionboard three phase 150/200 Amps,400 volts 10-ways per phase with1-N0. I/C circuit breaker 150/200Amps. T.P.and outgoing circuitbreaker 6-30 Amps. complete withvolt, metre, selector, switch, phaseindication light & N link etc.recessed in wall.

24 Providing and fixing of distributionboard 3-phase 400 volts 12-waysper phase with 1-No. I/C circuitbreaker 150/200 Amps. T.P.andoutgoing circuit breaker 6-30 Amps.complete with volt, metre, selector,switch, phase indication light & Nlink etc. recessed in wall.

each 52707.13 -do-

25 Providing and fixing of distributionboard 3-phase 400 volts 14-waysper phase with 1-No.I/C circuitbreaker 200 Amps. T.P. andoutgoing circuit breaker 6-30 Amps.complete with volt, metre, ampereMetre, Selector switch, phaseindication light, C.T's & & N linketc. recessed in wall.

each 71954.29 -do-

D) Change-over Switches:

26 Providing and fixing D.P.I/Cchange-over switch 500 volts,15 Amps, on a prepared board

each 858.18 -do-

27 Providing and fixing D.P.I/Cchange-over switch 500 volts,30 Amps, on a prepared board

each 1258.77 -do-

28 Providing and fixing D.P.I/Cchange-over switch 500 volts,60 Amps, on a prepared board.

each 1712.43 -do-




cation Remark

1 2 3 4 5 629 Providing and fixing T.P.I/C

change-over switch 500 volts,15 Amps, on a prepared board

each 1572.59 21.3

30 Providing and fixing T.P.I/Cchange-over switch 500 volts,30 Amps, on a prepared board

each 2132.97 -do-

31 Providing and fixing T.P.I/Cchange-over switch 500 volts,60 Amps, on a prepared board

each 2484.02 -do-

E) Junction Boxes:

32 Providing and fixing on a preparedboard iron-clad bus bar with4 copper strips of 100 Amps in19 mm x 4 mm section withchamber of overall size 609 mm x336 mm.

each 4731.96 -do-

33 Providing and fixing on a preparedboard iron-clad bus bar with4 copper strips of 100 Amps in19 mm x 4 mm section withchamber of overall size 457 mm x336 mm.

each 4265.82 21.3

34 Providing and fixing on a preparedboard iron-clad bus bar with4 copper strips of 200 Amps in25.4mm x 5.5 mm section withchamber of overall size 914 mm x419 mm.

each 7529.55 -do-

35 Providing and fixing on a preparedboard iron-clad bus bar with4 copper strips of 200 Amps in25.4mm x 5.5mm section withchamber of overall size 914 mm x419 mm.

each 11023.48 -do-

36 Providing and fixing on a preparedboard iron-clad bus bar with4 copper strips of 200 Amps in25.4mm x 5.5mm section withchamber of overall size 137 mm x419 mm .

each 16124.59 -do-


each 8253.12 -do-




cation Remark

1 2 3 4 5 638 Providing and fixing on a prepared

board iron-clad bus bar with4 copper strips of 200 Amps in31.7mm x 6.3mm section withchamber of overall size 914 mm x419 mm.

each 12331.88 21.3


each 17056.86 -do-

40 Providing and fixing on a preparedboard iron-clad bus bar with4 copper strips of 500 Ampsin50.8 mm x 6.3 mm section withchamber of overall size 914 mm x533 mm.

each 39204.62 -do-

41 Providing and fixing on a preparedboard iron-clad bus bar with4 copper strips of 200 Amps in50.8 mm x 6.3 mm section withchamber of overall size 1371mm x533 mm.

each 26295.59 -do-

42 Providing and fixing on a preparedboard iron-clad bus bar with4 copper strips of 200 Amps in50.8 mm x 6.3 mm section withchamber of overall size 1828 mm x533 mm.

each 52173.69 -do-



A-II. Internal Electrification of Building


cation Remark

1 2 3 4 5 6

A) PVC insulated 4 core copper cables

1 Supply and erection of PVCinsulated PVC Sheathed 4 corecopper cable size 3/.029(2.5 mm2)in existing trench/tray.

m 137.80


m 278.01


m 416.91

4 Supply and erection of PVCinsulated PVC Sheathed 4 corecopper cable size 7/.044(6 mm2) inexisting trench/tray.

m 603.89

5 Supply and erection of PVCinsulated PVC Sheathed 4 corecopper cable size 7/.052(10 mm2)in existing trench/tray.

m 840.39

6 Supply and erection of PVCinsulated PVC Sheathed 4 corecopper cable size 7/.064(16 mm2)in existing trench/tray.

m 1244.22

B) PVC Insulated Single Core CopperCables:

7 Supply & erection of PVC insulatedcopper cable, single core 1.5 mm2

(3/.029) in existing PVC Duct / MSchannel.

m 33.83



m 67.13



m 99.80


m 144.38




cation Remark

1 2 3 4 5 6(7/.044) in existing PVC Duct / MSchannel.



m 197.65



m 293.95

C) PVC Insulated Two Core flexibleCopper Cables:

13 Supply & erection of PVC insulatedcopper flexible cable, two core14/.0076 in existing PVC Duct / MSchannel.

m 44.61


m 57.80


m 80.25


m 128.19

17 Supply & erection of PVC insulatedcopper flexible cable, two core110/.0076 in existing PVC Duct /MS channel.

m 183.41

18 Supply & erection of PVC insulatedcopper flexible cable, two core162/.0076 in existing PVC Duct /MS channel.

m 261.50

D) PVC Ducts with cover:

1 Providing & fixing of PVC Ducts16mm x 16mm on surface

m 79.19


m 89.79




cation Remark

1 2 3 4 5 63 Providing & fixing of PVC Ducts

16mm x 38mm on surfacem 119.49


m 144.94


m 200.09


m 225.19

7 Providing and fixing of M S Channel455x455mm (1.5”x1.5'') with cover18 SWG powder coated includingall accessories.

m. 441.90

8 Providing and fixing of Power Outletboard for computer housing powdercoated 18 SWG 200x305x75mm(8" x 12" x 3") having GermanSocket 02 Nos., Power plug flat pin01 No. Light Plug 01 No., DoubleGang Switch 01 No. & MCB 6-15 A01 No. (all switches/ sockets etcLegrand France or equivalent)

no 2970.45

9 Providing and fixing of Power Outletboard for Photocopier housingpowder coated 18 SWG200x150x60mm (8" x 6" x 2.5")having Power plug flat pin 01 No.Light Plug 01 No., & MCB 6-15 A01 No. (all switches/ sockets etcLegrand France or equivalent )

no 1976.70

E) Exhaust Fans metal body:

1 Providing and fixing of Exhaust fan150mm (6”) dia Metal body bestquality (i.e. Royal, GFC, Pak etc)

no 2239.69


no 1864.61


no 2058.62

4 Providing and fixing of Exhaust fan305mm (12”) dia Metal body bestquality (i.e. Royal GFC, Pak etc)

no 2239.69




cation Remark

1 2 3 4 5 65 Providing and fixing of Exhaust fan

405mm (16”) dia Metal body bestquality (i.e. Royal GFC, Pak etc)

no 3313.19


no 3473.78


no 3874.73


no 4288.61

F) Exhaust Fans plastic body:

9 Providing and fixing of Exhaust fan150mm (6”) dia Plastic body bestquality (i.e. Royal, GFC, Pak etc)

no 1622.10


no 1971.32


no 2035.98


no 2242.92

G) Bracket Fans:

13 Providing and fixing of Bracket fan305mm (12”) best quality (i.e.Royal, GFC, Pak etc)

no 2359.33


no 2876.68


no 2941.34


no 3018.95


no 4415.79




cation Remark

1 2 3 4 5 618 Providing and fixing of Bracket fan

355mm (14”) Louver Type bestquality (i.e. Royal, GFC, Pak etc)

no 2889.61

H) Indoor type lights:

1 Providing and fixing of Down Light100 mm / 125 mm (4" / 5”) Diacomplete with Energy Saver 23 W

no 634.83

2 Providing and fixing RecessedMounting Light Fixture 605x605mm(2’ x 2’) (4 X 18W PHILIPS TBS-088/418 G2 or equivalent) completewith 4XTDL-18W/54 & 4X20WStarter.

no 3769.10

3 Providing and fixing of Indoor LightFixture Batten Type 1 x TLD-36W(Philips TMS/015/136 or equivalent)complete with Chock 1xTLD-36W/54 & 2 x 40W starter & chainfor suspension mounting.

no 1507.86

4 Providing and fixing of Indoor LightFixture Batten Type 1 x TLD-36W(Philips TMS/015/136 or equivalent)complete with Electronic Ballast etc.

no 2523.15

5 Providing and fixing of Indoor LightFixture Batten Type 2 x TLD-36W(Philips TMS/015/236 or equivalent)complete with Chock 2xTLD-36W/54 & 2 x 40W starter & chainfor suspension mounting.

no 2445.55

6 Providing and fixing of Indoor LightFixture Batten Type 2 x TLD-36W(Philips TMS/015/236 or equivalent)complete with Electronic Ballast.

no 3137.51

I) Cable Tray:

7 Providing and fixing of Cable Tray230x75mm (9” x 3”) with anglesupport

m 1566.10

8 Providing and fixing of Cable Tray100x75mm (4” x 3”) with anglesupport

m 1049.96



B. O/H Transmission & Distribution


cation Remark

1 2 3 4 5 6

A) Erecting Structures/Poles

1 Collection from designated stores,construction of foundation &erection of given H.T. structures 36'with complete foundation size610x610x1981 mm as per WAPDASpecification & backfilling.

each 6972.27 P-34(1967)

2 Collection from designated stores,Installation and erection of H.T.P.C. Pole with backfilling as perWapda Specifications.

each 2988.12 P-5(1967)

3 Collection from designated stores,Installation and erection of L.T. P.C.Pole with backfilling as per WAPDASpecifications.

each 2191.28 -do-

B) Earthing of Structures/Poles/Sub-Station Capacitors

1 Collection from designated stores,Installation and earthingarrangements for H.T. steelstructures as per Wapda DrawingNo.PDW/DF-246

each 398.42

2 Collection from designated stores,Installation for arrangement for L.T.tubular pole as per Wapda DrawingNo.PDW/DF-247.

each 298.81

3 Collection from designated stores,Installation for arrangement for L.T.steel structure pole as per WapdaDrawing No.PDW/DF-246.

each 398.42

4 Collection from designated stores,Installation of earthing arrangement(Configuration for Dist. Transformeron single structure according tospecification as per DrawingNo.PDW/DF-263.

each 996.04

5 Collection from designated stores,construction of foundations anderection of L.T steel structures9.49metre (31ft) with completefoundation size 508x508x1829 mmand back filling as per WAPDASpecification.

each 3980.18 P-34(1967)




cation Remark

1 2 3 4 5 6

6 Collection from designated stores,Installation of earth rod(configuration) for distributiontransformer on doublestructures/poles according toWapda Drawing No.PDW/DF-264.

each 1195.25

7 Collection from designated stores,Installation of earthingarrangements for 300/600 KVARHCapacitor as per Wapda drawingNo.PDW/DF-262.

each 498.02

C) Cross Arms (11 KV Overhead Lines):

1 Collection from designated stores,Installation of wooden cross armsWapda spec. P-1:76 on H.T.Structures 100x125x200 mm size,complete with nuts, bolts, washersetc as required as per DrawingNo.ES/DD-14-1L

each 149.41 P-1:76(1967)

2 Collection from designated stores,Installation of double cross arms onH.T. steel pole 100x125x200 mmsize, complete with clamps, nuts,washers as required as perDrawing No.ES/DD-2L.

each 298.81 -do-

3 Collection from designated stores,Installation of wooden cross armssize 100x125x200 mm on H.T. steelpole single dead end assembly withall nuts, bolts, washers etc asrequired as per Drawing No.ES/D-7L.

each 298.81 -do-

4 Collection from designated stores,Installation of OFF set single crossarms size 100x125x200 mmassembly H.T. steel per DrawingNo.ES/DD-15L.

each 298.81 -do-

D) Insulators (11 KV):

1 Collection from designated stores,Installation of 11 KV Pin insulatorwith 11KV Pin as per spec. No.P-24:82 on wooden cross arms as perWapda spec. No. P-6 with washersetc.

each 29.89 P-24:82P-6 (1967)

2 Collection from designated stores,Installation and fixing of 11 KV Pininsulators with Pins on angle iron X-

each 29.89




cation Remark

1 2 3 4 5 6arms as per Wapda spec. No.DD-S-12.

P-24:82P-6 (1967)

3 Collection from designated stores,Installation & fixing of 11 KV Discinsulator as per spec. No.P-7:66 onwooden X-arms dead on assemblysingle as per WAPDA DrawingNo.8L.

each 99.60 P-7:66(1967)

E) Stringing of Conductors:

1 Collection from designated stores &Stringing of given aluminiumconductor Gnat size 7/.089 singlephase 2-wire L.T. 230 V line

per km 7968.31 -

2 Collection from designated stores &Stringing of given aluminiumconductor ANT size 7/.122 singlephase 2-wire L.T. 230 V line

per km 7968.31 -

3 Collection from designated stores &Stringing of given aluminiumconductor WASP size 7/.173 singlephase 2-wire L.T. 230 V line

per km 7968.31 -

4 Collection from designated stores &Stringing of given aluminiumconductor Gnat size 7/.089 3-phase4-wire L.T. 400 V line

per km 9960.38 -

5 Collection from designated stores &Stringing of given aluminiumconductor ANT size 7/.122 3-phase4-wire L.T. 400 V line

per km 9960.38 -

6 Collection from designated stores &Stringing of given aluminiumconductor WASP size 7/.173 3-phase 4-wire L.T. 400 V line

per km 9960.38 -

7 Collection from designated stores &Stringing of given ACSR Gopherconductor size 7/.093 for 3-phase11 KV line.

per km 10956.42 -

8 Collection from designated stores &Stringing of given ACSR RABBITconductor size 7/.132 for 3-phase11 KV line.

per km 12948.50 -

9 Collection from designated stores &Stringing of given ACSR DOGconductor for 3-phase 11 KV line.

per km 15936.61 -




cation Remark

1 2 3 4 5 6

10 Collection from designated stores &Stringing of given ACSR OSPREYconductor for 3-phase 11 KV line.

per km 27889.07 -

11 Collection from designated stores &Stringing of given ACSR PANTHERconductor for 3-phase 11 KV line.

per km 27889.07 -

F) Stay Set

1 Collection from designated stores &installation and fixing of stay setcomplete.

each 498.02 -

G) Street Lights

1 Installation and fixing of ordinarybulb fitting (complete) for street lightas per WAPDA specification.

each 139.45 -

2 Installation and fixing of tube light(single) fitting complete for streetlight as per WAPDA specification.

each 199.21 -

3 Installation and fixing of Mercurybulb fitting (complete) for street lightas per WAPDA specification.

each 199.21 -

SECTION – 22 BASIC RATES OF MATERIAL FOR CIVIL WORKS


SECTION-22BASIC RATES OF MATERIAL FOR CIVIL WORKS

Sr.No. Name of Article Unit Rate ( Rs.)

1 2 3 41 A. C. Pipe 100mm (4") Ø m. 467

2 A. C. Pipe 150mm (6") Ø m. 898

3 A. C. Pipe 200mm (8") Ø m. 1,436

4 A. C. Pipe 250mm (10") Ø m 2,317

5 A. C. Pipe 300mm (12") Ø m 3,102

6 A. C. Pipe 400mm (16") Ø m 5,109

7 A. C. Pipe 75mm (3") Ø m 310

8 Acid carbolic litre 2,146

9 Acoustic Tile false ceiling (300X300X20mm) sqm 185

10 Adhesive litre 438

11 Admixture (water proofing purpose) kg 10912 Aluminum Angle Iron 1.5"x0.5" size m 9113 Aluminum Channel 1.5"x0.5"x0.5" size (U) shape m 11514 Aluminum Door closer (double action) No. 11,03915 Aluminum Door closer (single action) No.. 3,14716 Aluminum Joint Cover 3" size (gole) m 13717 Aluminum Asdized Double Leaf sqm 4,37918 Aluminum Anodized Fixed Panel sqm 2,42719 Aluminum Anodized Fly Screen sqm 1,33220 Aluminum Anodized Frame sqm 3,64921 Aluminum Anodized Louver sqm 5,83922 Aluminium Window sqm 3,75023 Anchor bolt & Nut kg 7824 Anchorage cones in sets for 12/0.276" cable Set 1,29225 Andrine kg 2,86826 Bamboo (2.45 to 3 m long & 65 to 125 mm Ø.) No. 15527 Bamboo (3.1 to 3.7 m long & 65 to 125 mm Ø.) No. 18228 Bamboo (3.7 to 4.3 m long & 65 to 125 mm Ø.) No. 21529 Bamboo (4.3 to 4.9 m long & 65 to 125 mm Ø.) No. 24530 Bamboo (4.9 to 6.1 m long & 65 to 125 mm Ø.) No. 30531 Bamboo (normal size) No. 9132 Bamboo (small size) No. 5333 Barbed wire kg. 10734 Basket (required during road surfacing) No. 4435 Bath Tub (Plain) No. 3,94136 Bath Tub (With Arm Rest) No. 6,56837 BCP Connection 13mm (1/2") Ø No. 7738 Bent metal 16SWG, 345mm wide (3'x7') No. 3,00039 Bent metal 16SWG, 250mm wide (2.5'x7') No. 4,500




1 2 3 440 Bewelled Nuts No. 441 Bhoosa kg. 542 Bib Tap 13mm (1/2") Ø No. 9343 Bib Tap 20mm (3/4") Ø No. 12844 Bib Tap 25mm (1") Ø No. 17545 Bidet Complete No. 4,40646 Binder (required during road surfacing) kg 2247 Binding Wire kg. 10548 Bitumen M. Ton 82,00049 Bitumen washers No. 250 Black Japan Paint litre 9151 Bolt 1/2"(13mm) Ø 3"(75 mm) long kg. 6052 Bolts, nuts & washer No. 6053 Bolts, nuts, nail etc kg. 6054 Bolts, nuts, washers, brackets, hooks No. 955 Bond Cement cum 55056 Bowl Valve No. 13157 Brass Ball Valve 13mm (1/2") Ø No. 18658 Brass Ball Valve 20mm (3/4") Ø No. 26359 Brass Ball Valve 25mm (1") Ø No. 39460 Brass Ball Valve 32mm (1.25") Ø No. 75561 Brass Ball Valve 40mm (1.5") Ø No. 1,11762 Brass Ball Valve 75 mm (3") Ø No. 1,51163 Brass Bib Tap 13mm (1/2") Ø No. 10964 Brass Finger Plates No. 91

65 Brass Hook Packet(100 Nos.) 4,000

66 Brass P. Trap 32mm (1.25") Ø No. 67967 Brass P. Trap 40mm (1.5") Ø No. 93168 Brass S. Trap 32mm (1.25") Ø No. 67969 Brass S. Trap 40mm (1.5") Ø No. 952

70 Brass Screw 1"(25mm) Packet(100 Nos.) 400

71 Brass Screw 1.5"(40 mm) Packet(100 Nos.) 500

72 Brass Sliding Bolt (250 mm) No. 73073 Brass Sliding Bolt (300mm) No. 90074 Brass strainer 100mm (4") Ø m 1,89875 Brass strainer 125mm (5") Ø m 3,03876 Brass strainer 150mm (6") Ø m 2,91977 Brass strainer 175mm (7") Ø m 3,23978 Brass strainer 200mm (8") Ø m 3,722




1 2 3 479 Brass strainer 225mm (9") Ø m 4,26080 Brass strainer 250mm (10") Ø m 4,75381 Brass strainer 300mm (12") Ø m 6,63482 Brass strainer 375mm (15") Ø m 10,33683 Brass strainer 40mm (1.5") Ø m 63984 Brass strainer 50mm (2") Ø m 88585 Brass strainer 75mm (3") Ø m 1,11386 Brick 230x115x75mm 100 Nos. 70087 Brick/Stone Ballast 1.5" size (40 mm) cum 69688 Brick Tiles coping (300x150x40mm) 100 Nos. 1,10089 Brick/Stone Ballast (13 mm) cum 703

90 Bricks (Standard Size) 1000 Nos. 6,00091 Bricks Tiles (9"x4.5"x1.5")(230x115x40mm) 100 Nos. 60092 Brick tiles (12"x6"x1½") (300x150x40mm) 100 Nos. 60093 Broken Bricks cum 531

94 Brush 2-1/2" (65 mm) No. 14095 Brush 4" (100 mm) No. 17596 Building Paper 2 Ply sqm 14397 Building Stone (Ordinary) cum 1,69398 Burnt Bricks 100 Nos. 60099 Burnt Clay Tiles (300x150x32mm) 100 Nos. 400100 Burnt Clay Tiles (300x150x50mm) 100 Nos. 500101 Bush Wood kg 2102 C.I Brackets (For sink) pair 88103 C.I Brackets (For wash hand basin) pair 120104 C.I. Cistern (13.5 litre Capacity) No. 1,204105 C.I. Cistern (4.5 litre Capacity) No. 1,025106 C.I. Cover with frame 300mm (12") Ø No. 328107 C.I. Cover with frame 450mm (18") No. 657108 C.I. Grating 150x150mm No. 31109 C.I. Grating for Floor Trap 100x50mm No. 27110 C.I. Head 3"(75 mm) Ø No. 233111 C.I. Head 4"(100 mm) Ø No. 272112 C.I. Pipe 4½"(115 mm) Ø m 1,398

113 C.I. Pipe (sandcast) 100mm (4") Ø m 1,274114 C.I. Pipe (sandcast) 50mm (2") Ø m 851115 C.I. Pipe 10" Ø (250 mm) m 7,723

116 C.I. Pipe 12" Ø (300 mm) m 9,467

117 C.I. Pipe 13mm (1/2") Ø m 93118 C.I. Pipe 14" Ø (375 mm) m 11,211

119 C.I. Pipe 2" Ø (50 mm) m 1,018




1 2 3 4120 C.I. Pipe 2.5" (65 mm) m 1,059

121 C.I. Pipe 20mm (3/4")Ø m 108122 C.I. Pipe 25mm (1")Ø m 159123 C.I. Pipe 90 mm ( 3½")Ø m 1,099

124 C.I. Pipe 75 mm (3’’)Ø m 1,099

125 C.I. Pipe 32mm (1.25")Ø m 173126 C.I. Pipe 100 mm (4")Ø m 1,398

127 C.I. Pipe 40mm (1.5")Ø m 215128 C.I. Pipe 125mm (5")Ø m 1,945

129 C.I. Pipe 150mm (6")Ø m 2,492

130 C.I. Pipe 175mm (7")Ø m 4,236

131 C.I. Pipe 200mm (8")Ø m 5,980

132 C.I. Shoes, bends, Offsets each. 266133 C.I. Specials 100mm (4") Ø No. 255134 C.I. Specials 50mm (2") Ø No. 175135 C.P Brass Waste Pipe 32mm (1.25") Ø No. 502136 C.P Brass Waste Pipe 40mm (1.5") Ø No. 555137 C.P Waste Coupling 32mm (1.25") Ø No. 186138 C.P Waste Coupling 40mm (1.5") Ø No. 350139 C.P. Bib Cock 13mm (1/2")Ø No. 365140 C.P. Bib Tap 13mm (1/2")Ø No. 332141 C.P. Bib Tap 20mm (3/4")Ø No. 449142 C.P. Bottle Trap with C.P. waste pipe 32mm (1.25") No. 766143 C.P. Grating for Floor Trap 100x50mm No. 38144 C.P. Knob No. 15145 C.P. mixing valve No. 1,095146 C.P. Pillar cock 13mm (1/2")Ø No. 347147 C.P. Pillar cock 20mm (3/4")Ø No. 474148 C.P. Rod m 15149 C.P. shower arm 13mm (1/2")Ø No. 1,004150 C.P. Shower Rose 13mm x 100mm No. 190151 C.P. Stop Cock 13mm (1/2")Ø No. 328152 C.P. Tee Stop Cock 13mm (1/2")Ø No. 394153 C.P. Tee Stop Cock 20mm (3/4")Ø No. 274154 C.P.Stop Cock 20mm (3/4")Ø No. 307155 Cane Bamboo kg. 702156 Cane Plastic kg. 203157 Carbon (Low) Steel kg 78158 Catcher No. 25159 Caustic Soda kg. 102160 Cement bag 440




1 2 3 4161 Cement Concrete Tiles (150x150x20 mm) 100 Nos. 1,500162 Cement Concrete Tiles (200x200x20 mm) 100 Nos. 1,600163 Cement Concrete Tiles (225x225x20 mm) 100 Nos. 1,800164 Cement Concrete Tiles (300x300x25 mm) 100 Nos. 2,200165 Cement White bag 720166 Centring shuttering cum 912167 Ceramic tile light color glazed finish (150X150mm) sqm 710

168 Ceramic tile light color glazed finish (200X200mm) sqm 636



171 Ceramic tile light color matt finish (150X150mm) sqm 630




175 Chalk kg 13176 Charcoal kg. 12177 Chisel No. 55

178 Chip Board 1/2" (13 mm) thick sqm 307179 Chip Board 3/4" (20mm) thick sqm 365180 Cinder cum 303181 Clamp 3" (75 mm) Ø No. 29182 Clamp 4" (100 mm) Ø No. 80183 Cloth for Flags m 22184 Coirban kg 109185 Colchisin kg 2,129186 Coloured Cement Tiles (225x225x20mm) 100 Nos. 3,500187 Coloured Glazed Tiles (150x150x6mm) 100 Nos. 2,600188 Colouring material kg 109189 Concure 90 litre 55

190 Conmix SP4 litre 90

191 Cooking Range (3 burner / oven) No. 12,772

192 Copper Pipe 6mm to 10mm Ø m 146193 Corrugated A.C. Sheets sqm 639

194 Corrugated ridge sheets pair 109195 Cotton Bag (200-250 kg) No. 49196 Cotton Bag (50 kg) No. 9197 Cotton Waste kg 36198 Cow dung cum 3,157

199 Creosote Paint litre 102200 Curtain Railing (C-Section) m 90201 Dampo kg 100




1 2 3 4202 Dawan kg 73203 Deodar Wood litre 121,099204 Dhajji cum 9205 Diesel Oil kg 110

206 Diluted Termite Proofing Solution litre 1,225207 Distemper kg 44208 Door Handle No. 125209 Door Lock Anodised No. 1,825210 Door Stop No. 11211 Double Action Hinges 5" (125 mm) (Imported) pair 1,000212 Double Action Hinges 5" (125 mm) (Local) pair 250213 Double Burner (sui gas) No. 712214 Drawer Lock No. 47215 Drawer Railing No. 160216 Dressed Stone cum 1,460217 Earth (fine Clay) cum 374218 Earth (ordinary) cum 374219 Elbow 100 mm Ø 45 degree No. 547220 Electrode Packet 328221 Emulsion litre 251222 Enamel Synthetic litre 480223 Expanded Metal 1/2" - 3/4"(13 to 20mm) Mesh sqm 346224 Fence Handle No. 30225 Ferrule 13mm (1/2") Ø No. 93226 Ferrule 20mm (3/4") Ø No. 128227 Ferrule 25mm (1") Ø No. 193228 Fiber Glass Pipe 150mm (6") Ø m 3,361229 Fiber Glass Pipe 200mm (8") Ø m 3,921230 Fiber Glass Pipe 250mm (10") Ø m 4,831231 Fiber Glass Pipe 300mm (12") Ø m 6,362232 Fiber Glass Pipe 450mm (18") Ø m 9,572233 Fiber Glass strainer 150mm (6") Ø m 4,268234 Fiber Glass strainer 200mm (8") Ø m 5,100235 Fiber Glass strainer 250mm (10") Ø m 6,320236 Fiber Glass strainer 300mm (12") Ø m 8,008237 Fiber Glass strainer 450mm (18") Ø m 12,535238 Fiber Sheet 3ply sqm 969

239 Fiber Sheet 5ply sqm 1,500240 Filler Dust cum 511241 Fine grit cum 1,341242 Fine Powder Murum cum 368




1 2 3 4243 Fire brick 100 Nos. 2,500244 Fire hydrant 50mm (2")Ø (Pak made) No. 885245 Fire hydrant 65mm (2.5")Ø (Pak made) No. 1,204246 Fixation material for Gully Trap kg 356247 Flaps (including hinges) No. 44248 Floor Trap 100x50mm No. 182249 Flush Door (Complete) sqm 2,416250 Foundation Bolt Template Drawing No. PDW/TC 263 No. 53251 Frame for cooking range No. 31252 French Polish litre 220253 Fuel wood kg 6254 G.I Pipe 65 mm (2.5" Ø) m 1,100255 G.I Pipe 100 mm (4" Ø) m 1,620256 G.I Pipe 125 mm (5" Ø) m 120257 G.I Pipe 13 mm (1/2" Ø) m 1,990258 G.I Pipe 150 mm (6" Ø) m 170259 G.I Pipe 20 mm (3/4" Ø) m 240260 G.I Pipe 25 mm (1" Ø) m 311261 G.I Pipe 30 mm (1.25" Ø) m 390262 G.I Pipe 40 mm (1.5" Ø) m 490263 G.I Pipe 50 mm (2" Ø) m 670264 G.I Pipe 75 mm (3" Ø) m 780265 G.I Sheet corrugated kg. 109266 G.I Sheet Gutter m 22267 G.I Sheet plain kg. 107268 G.I. Flanges 100mm (4")Ø pair 1,250269 G.I. Flanges 125mm (5")Ø pair 1,920270 G.I. Flanges 13mm (1/2")Ø pair 116271 G.I. Flanges 150mm (6")Ø pair 2,200272 G.I. Flanges 175mm (7")Ø pair 2,480273 G.I. Flanges 200mm (8")Ø pair 2,760274 G.I. Flanges 20mm (3/4")Ø pair 158275 G.I. Flanges 225mm (9")Ø pair 3,040276 G.I. Flanges 250mm (10")Ø pair 3,320277 G.I. Flanges 25mm (1")Ø pair 194278 G.I. Flanges 300mm (12")Ø pair 3,600279 G.I. Flanges 32mm (1.25")Ø pair 241280 G.I. Flanges 375mm (15")Ø pair 3,880281 G.I. Flanges 40mm (1.5")Ø pair 650282 G.I. Flanges 50mm (2")Ø pair 700283 G.I. Flanges 65mm (2.5")Ø pair 860




1 2 3 4284 G.I. Flanges 75mm (3")Ø pair 1,050285 G.I. Wire No. 15 kg 138286 Gas Cock 6mm to 10mm Ø (Single way) No. 270

287 Gas Cock 6mm to 10mm Ø (Three way) No. 390

288 Gas Cock 6mm to 10mm Ø (Two way) No. 336

289 Gas Room Heater (double plate) No. 11,800

290 Gas (LPG) kg 119

291 Gate Valve 50 mm (2") Ø. No. 2,850292 Gate Valve 75 mm (3") Ø No. 8,000293 GI Union 75mm(3") Ø (China) No. 1,028294 Glass panes 3 mm (16 oz to 18 oz) sqm 447

295 Glass panes 5 mm (24 oz to 26 oz) sqm 547

296 Glass shelf with C.P. Railings (600 mm x 125 mm) No. 164297 Glass shelf without C.P. Railings (600 mm x 125 mm) No. 109298 Glass Strip 1.5" wide 5 mm thickness m 13299 Glass Strip 25mm wide 5 mm thickness m 10300 Glass Strip 40mm wide 5 mm thickness m 11301 Glass Strip 50mm wide 5 mm thickness m 13302 Glass Strip 75mm wide 5 mm thickness m 14303 Glue kg. 157

304 Granite Glazed Tiles Sqm 1,200305 Grip Handle No. 9306 Gully Trap 100mm of Cast Iron No. 624307 Gully Trap 100mm of Cement Concrete No. 164308 Gum, indigo kg 146309 Gun powder and fuse No. 164310 Gypsum kg 120311 Gypsum board Sqm 120312 H.T. wire for 12/0.276" cable kg 106313 Hack saw Blade No. 36314 Handles 10"(250 mm) each 128315 Handles 6" (150 mm) each 57316 Handles 8" (200 mm) each 85317 Hanger Chock No. 9318 Hard Board sqm 251319 Hard Murum cum 173320 Hasp and staple doz. 396321 Hemp kg 26

322 Helical core for 12/0.276" cable m 15

323 Hinges 10" (250 mm) doz. 3,072324 Hinges 2" (50 mm) doz. 84



Sr.No. Name of Article Unit Rate ( Rs.)1 2 3 4325 Hinges 4" (100 mm) doz. 192326 Hinges 5" (125 mm) doz. 396327 Hinges 6" (150 mm) doz. 768328 Hinges 8" (200 mm) doz. 1,536329 Hold Fast kg. 83330 Hold Fast (7/8" MS bar with 3/8" flate) No. 657331 Hold Fast 100 mm (4") Ø No. 29332 Hold Fast 13mm (1/2")Ø No. 4333 Hold Fast 20mm (3/4")Ø No. 5334 Hold Fast 25mm (1")Ø No. 7335 Hold Fast 32mm (1.25")Ø No. 10336 Hold Fast 40mm (1.5")Ø No. 15337 Hold Fast 50 mm (2") Ø. No. 24338 Hold Fast 65 mm (2.5") Ø No. 30339 Hold Fast 75 mm (3") Ø No. 34340 Hook for fixing Gauge No. 3341 Iron Gratings (for fire places) sqm 4,379342 Iron Shoe No. 27343 Jointing Solution kg 356344 Jute kg. 164345 Jute Bag No. 64346 Kail or Cheer wood cum 51,719

347 Kerosine Oil litre 102

348 Kiker Wood cum 23,971

349 KSB Pump (2900 rpm 37 metre head) & Seimens Motor(15 Hp) with Accessories No. 96,338

350 Laminated (double side) sheet 20mm thick Sqm 467351 Laminated (single side) sheet 20mm thick Sqm 252352 Lead kg. 161353 Lead wool kg 88354 Lime Slaked (White Lime) 40 kg. 480355 Lime Unslaked 40 kg. 240356 Limpet washers No. 7357 Linseed Oil litre 433

358 Lock Superior quality No. 64359 Long Hinges m 15

360 Low Level Flushing Cistern, 13.5 litre Capacity (Plastic/Pak Made Best Quality) No. 852

361 Low Level Flushing Cistern, 13.5 litre Capacity (Whiteglazed earthen ware/ Pak Made Best Quality) No. 1,299

362 Lubricating Oil litre 143

363 Molding Gola 20mm m 26



Sr.No. Name of Article Unit Rate ( Rs.)1 2 3 4364 Molding Plain 20 mm m 16365 M.S. (Plain bars) 40 Grade(Tensile Strength 276 MPa) M. Ton 74,000366 M.S. (Plain bars) 60 Grade(Tensile Strength 420 MPa) M. Ton 80,000367 M.S. Angles M. Ton 82,000368 M.S. Deformed Bars 40 Grade(Tensile Strength 276 MPa) M. Ton 77,000369 M.S. Deformed Bars 60 Grade(Tensile Strength 420 MPa) M. Ton 83,000370 M.S. Flat Iron kg 78371 M.S. Pipe 1.0" Ø (25 mm) m 168372 M.S. Pipe 1.5" Ø (40 mm) m 429373 M.S. Pipe 1/2" (13mm) m 95374 M.S. Pipe 3/4" (20mm)Ø m 135375 M.S. Pipe Conduit 4" Ø (100 mm) m 1,740376 M.S. Pipe Conduit 5" Ø (125 mm) m 2,290377 M.S. Pipe Conduit 6" Ø (150 mm) m 2,985378 M.S. Plates M. Ton 120,000379 M.S. Section (Channel) M. Ton 110,000380 M.S.Pipe 100mm (4") Ø m 1,742381 M.S.Pipe 125mm (5") Ø m 2,290382 M.S.Pipe 150mm (6") Ø m 2,990383 M.S.Pipe 175mm (7") Ø m 4,004384 M.S.Pipe 200mm (8") Ø m 5,018385 M.S.Pipe 225mm (9") Ø m 6,179386 M.S.Pipe 250mm (10") Ø m 7,340387 M.S.Pipe 300mm (12") Ø m 9,600388 M.S.Pipe 375mm (15") Ø m 14,250389 M.S.Pipe 450mm (18") Ø m 18,900390 M.S.Pipe 50mm (2") Ø m 605391 M.S.Pipe 75mm (3") Ø m 1,194392 Main Lock for Iron Gate No. 1,051393 Manila Rope kg 78394 Manure cum 283395 Marble chips bag 101396 Marble Flooring 1"(25mm) thick sqm 2,179397 Marble Flooring 3/4"(19mm) thick sqm 1,902398 Marble Powder kg 2399 Marble Tile (Boticina) 300x300x12mm sqm 545400 Marble Tile (Boticina) 300x300x20mm sqm 696401 Marble Tile (Boticina) 300x300x25mm sqm 1,245402 Mineral Oil kg 36403 Mirror 22" x 16" (550x400mm)(Pak.) each 500404 Mirror 22" x 16" Belgium Genuine(550x400mm) each 875



Sr.No. Name of Article Unit Rate ( Rs.)1 2 3 4405 Mobil Oil / C. Oil litre 390

406 Mortar (1:2:4) cum 5,439

407 Mosaic tiles (6"x6"x3/4")(150x150x20mm) 100 Nos. 2,100408 Mosaic tiles (6"x6"x3/4")(150x150x20mm) 100 Nos. 2,400409 Mosaic tiles 6"x6"x3/4"(150mmx150mmx20mm) 100 Nos. 2,100410 Motrice Lock each 361411 MS 18 gauge Square tube 32x32mm (1¼ x 1¼) m 156412 MS Bail Plug 100mm (4") Ø No. 447413 MS Bail Plug 125mm (5") Ø No. 547414 MS Bail Plug 150mm (6") Ø No. 757415 MS Bail Plug 175mm (7") Ø No. 812416 MS Bail Plug 200mm (8") Ø No. 858417 MS Bail Plug 225mm (9") Ø No. 949418 MS Bail Plug 250mm (10") Ø No. 1,022419 MS Bail Plug 300mm (12") Ø No. 1,095420 MS Bail Plug 375mm (15") Ø No. 1,204421 MS Bail Plug 40mm (1.5") Ø No. 119422 MS Bail Plug 450mm (18") Ø No. 1,597423 MS Bail Plug 50mm (2") Ø No. 292424 MS Bail Plug 75mm (3") Ø No. 511425 MS bars (square) kg 77426 MS Eye Hook No. 5427 MS Iron Hook No. 26428 MS sheet 2 mm thick kg 93429 MS Sheet 22 SWG kg 107430 MS strap kg 77431 MS Tee kg 77432 MS Tubular Pipe m 230433 Muller Tee 20mm Ø No. 151434 Muller Tee 25mm Ø No. 717435 Muller Tee 50mm Ø No. 1,423436 Munj, ban or patha kg 51437 Neoprene Gasket kg 675438 Nickel Waste Pipe 32mm (1.25") Ø No. 274439 Nickel Waste Pipe 40mm (1.5") Ø No. 296440 Nipple\bush No. 22441 Oil and Grease kg. 350

442 Oil Bond Distemper litre 158443 P. Trap CP 32mm (1.25") Ø No. 624444 P. Trap CP 40mm (1.5") Ø No. 876445 Packing Material kg 91



Sr.No. Name of Article Unit Rate ( Rs.)1 2 3 4446 Paint litre 385447 Partal Wood cum 39,213448 Pedistal for Wash Basin No. 657449 Peeable Regulator No. 350450 Peet Valve 100mm (4") Ø No. 2,266451 Peet Valve 13mm (1/2") Ø No. 88452 Peet Valve 20mm (3/4") Ø No. 126453 Peet Valve 25mm (1") Ø No. 186454 Peet Valve 32mm (1.25") Ø No. 276455 Peet Valve 40mm (1.5") Ø No. 394456 Peet Valve 50 mm (2") Ø. No. 555457 Peet Valve 65 mm (2.5") Ø No. 1,007458 Peet Valve 75 mm (3") Ø No. 1,314459 Peg (wooden) No. 15460 Petrol litre 90461 Pigment for cement/concrete kg. 95462 Pigment for colour wash kg. 175463 Pilchi cum 967464 Pit run gravel/granular material cum 1,642465 Plain A C sheet False ceiling (1200x1200x6mm) No. 839466 Plain Asbestos Cement Sheets sqm 583467 Plain Concrete block (solid) 200X200X300mm No. 33468 Plain Concrete block (solid) 150X200X300mm No. 44469 Plain Concrete block (hollow)200X200X400mm No. 43470 Plain Concrete block (hollow) 150X200X400mm No. 51471 Plain Concrete block (hollow) 150X190X390mm No. 47472 Plain Concrete block (hollow) 100X190X390mm No. 48473 Plastic Emulsion Paint litre 325474 Plastic Pipe 19 mm Ø (3/4") m 46475 Ply Wood (3mm) sqm 350476 Ply Wood (5 mm) sqm 409477 Polythene Sheet 0.20 mm thick kg. 224478 Private Plantation Wood kg 2479 Putty kg 91480 PVC class 'B' Pipe 100mm (4") Ø m 534481 PVC class 'B' Pipe 125mm (5") Ø m 728482 PVC class 'B' Pipe 150mm (6") Ø m 1,031483 PVC class 'B' Pipe 200mm (8") Ø m 1,587484 PVC class 'B' Pipe 250mm (10") Ø m 3,109485 PVC class 'B' Pipe 300mm (12") Ø m 4,631486 PVC class 'B' Pipe 350mm (14") Ø m 6,153



Sr.No. Name of Article Unit Rate ( Rs.)1 2 3 4487 PVC class 'B' Pipe 75mm (3") Ø m 352488 PVC class 'B' strainer 100mm (4") Ø m 458489 PVC class 'B' strainer 125mm (5") Ø m 650490 PVC class 'B' strainer 150mm (6") Ø m 919491 PVC class 'B' strainer 200mm (8") Ø m 1,411492 PVC class 'B' strainer 250mm (10") Ø m 2,766493 PVC class 'B' strainer 300mm (12") Ø m 3,819494 PVC class 'B' strainer 350mm (14") Ø m 4,872495 PVC class 'B' strainer 75mm (3") Ø m 312496 PVC class 'D' Pipe 100mm (4") Ø m 831497 PVC class 'D' Pipe 125mm (5") Ø m 1,239498 PVC class 'D' Pipe 150mm (6") Ø m 1,798499 PVC class 'D' Pipe 32mm (1.25") Ø m 125500 PVC class 'D' Pipe 40mm (1.5") Ø m 175501 PVC class 'D' Pipe 50mm (2") Ø m 231502 PVC class 'D' Pipe 65mm (2.5") Ø m 364503 PVC class 'D' Pipe 75mm (3") Ø m 496504 PVC class 'D' strainer 100mm (4") Ø m 807505 PVC class 'D' strainer 125mm (5") Ø m 1,204506 PVC class 'D' strainer 150mm (6") Ø m 1,749507 PVC class 'D' strainer 32mm (1.25") Ø m 112508 PVC class 'D' strainer 40mm (1.5") Ø m 148509 PVC class 'D' strainer 50mm (2") Ø m 226510 PVC class 'D' strainer 65mm (2.5") Ø m 354511 PVC class 'D' strainer 75mm (3") Ø m 482512 PVC Connection 13mm (1/2")Ø No. 44513 PVC Flushing Bend 32mm Ø No. 32514 PVC Flushing Pipe 32mm Ø No. 18515 PVC Gasket kg 44516 PVC sockets 75 mm (3") Ø Class 'B' each 136517 PVC sockets 100 mm (4") Ø Class 'B' each 654518 PVC sockets 125 mm (5") Ø Class 'B' each 227519 PVC sockets 150 mm (6") Ø Class 'B' each 926520 PVC sockets 200 mm (8") Ø Class 'B' each 487521 PVC sockets 250 mm (10") Ø Class 'B' each 815522 PVC sockets 300 mm (12") Ø Class 'B' each 1,216523 PVC sockets 350 mm (14") Ø Class 'B' each 1,765524 PVC sockets 50 mm (2") Ø Class 'D' each 2,794525 PVC sockets 75 mm (3") Ø Class 'D' each 316526 PVC sockets 100 mm (4") Ø Class 'D' each 106527 PVC sockets 125 mm (5") Ø Class 'D' each 479



Sr.No. Name of Article Unit Rate ( Rs.)1 2 3 4528 PVC sockets150 mm (6") Ø Class 'D' each 1,426529 PVC Tiles (300x300x3mm) sqm 540530 PVC Waste Pipe 32mm (1.25") Ø No. 32531 PVC Waste Pipe 40mm (1.5") Ø No. 74532 PVC water stopper 190 mm wide m 334533 R.C.C. Pipe (BSS&ASTM) 4" (100 mm) m 218

534 R.C.C. Pipe (BSS&ASTM)10"(250mm) m 723


536 R.C.C. Pipe (BSS&ASTM)15"(375mm) m 1,069

537 R.C.C. Pipe (BSS&ASTM)18" (450 mm) m 1,231


539 R.C.C. Pipe (BSS&ASTM)24" (600 mm) m 1,721



542 R.C.C. Pipe (BSS&ASTM)6" )150 mm m 431

543 R.C.C. Pipe (BSS&ASTM)7"(175 mm) m 570


545 R.C.C. Pipe (BSS&ASTM)9"(225 mm) m 643

546 Rawl Plug No. 2547 Razor Barbed wire kg 170

548 RCC Pre-stressed Batten No. 525549 Red Oxide kg 60550 Reducer 100mm (4") Ø No. 217551 Reducer 125mm (5") Ø No. 424552 Reducer 150mm (6") Ø No. 630553 Reducer 175mm (7") Ø No. 837554 Reducer 200mm (8") Ø No. 1,043555 Reducer 225mm (9") Ø No. 1,250556 Reducer 250mm (10") Ø No. 1,456557 Reducer 300mm (12") Ø No. 1,663558 Reducer 375mm (15") Ø No. 1,869559 Reducer 450mm (18") Ø No. 2,076560 Reducer 50mm (2") Ø No. 85561 Reducer 75mm (3") Ø No. 121562 Reducing Elbow 100x50 mm 90 degree No. 876563 Reflux valve 100 mm (4") Ø No. 755564 Retarder Admixture (Conmix P4R) litre 40

565 Rim Lock (Adjustable) each 436566 Rim Lock 10" (250 mm) each 564567 Rolling Spring No. 18568 Rubber Bearing for Prestressed Bridges cu cm 3



Sr.No. Name of Article Unit Rate ( Rs.)1 2 3 4569 Rubber Plug with Chain 32mm (1.25") Ø No. 33570 Rubber Plug with Chain 40mm (1.5") Ø No. 66571 Rubber Strip (Joint Filler) m 109572 Rumbi litre 86573 RW 043 Regulator No. 1,752574 S. Trap 102mm China ware (Pak.made) No. 77575 S. Trap CP 32mm (1.25")Ø No. 679576 S. Trap CP 40mm (1.5")Ø No. 952577 Sand (Coarse) cum 774578 Sand (Fine) cum 781579 Sand Paper No. 15580 Saw Dust kg 241581 Scarping material for pained brick works kg 137582 Scrap Wood kg 12583 Screws 100 Nos. 500584 Seat & Cover (Backelite) for European type W.C No. 482585 Seat & Cover (PVC) for European type W.C No. 361586 Sheath 1-9/16" i/d 12/0.276"cable m 86587 Sheet Glass 5mm Plain sqm 484588 Shutter (MS) m 155589 Simple Burner No. 175590 Single Burner (sui gas) No. 372591 Sink stain less steel (50Cm x 100 Cm) No. 2,846592 Sink stain less steel (50Cm x 120 Cm) No. 3,175593 Sink white glazed earthen ware domestic type No. 2,189594 Sliding Bolt (300 mm) No. 150595 Sliding Bolt 10" (250 mm) each 125596 Sluice valve 100mm (4")Ø No. 2,200597 Sluice valve 125mm (5")Ø No. 3,600598 Sluice valve 150mm (6")Ø No. 4,800599 Sluice valve 175mm (7")Ø No. 7,150600 Sluice valve 200mm (8")Ø No. 9,500601 Sluice valve 225mm (9")Ø No. 11,250602 Sluice valve 250mm (10")Ø No. 13,000603 Sluice valve 300mm (12")Ø No. 16,000604 Sluice valve 375mm (15")Ø No. 19,000605 Sluice valve 50mm (2")Ø No. 1,131606 Sluice valve 65mm (2-1/2")Ø No. 1,100607 Sluice valve 75mm (3")Ø No. 1,650608 Snowcem Cement Base pack 1,305609 Soap Dish (Chromium plated) No. 1,699



Sr.No. Name of Article Unit Rate ( Rs.)1 2 3 4610 Soap Dish (glazed earthen ware) No. 1,133611 Soap Dish (Plastic) No. 566612 Socket 100mm (4") Ø No. 696613 Socket 125mm (5") Ø No. 1,529614 Socket 150mm (6") Ø No. 2,361615 Socket 175mm (7") Ø No. 3,194616 Socket 200mm (8") Ø No. 4,026617 Socket 225mm (9") Ø No. 4,859618 Socket 250mm (10") Ø No. 5,691619 Socket 300mm (12") Ø No. 6,524620 Socket 375mm (15") Ø No. 7,356621 Socket 450mm (18") Ø No. 8,189622 Socket 50mm (2") Ø No. 148623 Socket 75mm (3") Ø No. 475624 Soft board sqm 635625 Solignum Paint litre 102626 Soling Stone 6"x9" (150x230 mm) cum 383627 Solvent litre 151628 Specials (pipe fittings) No. 91629 Spikes, Wire nails kg. 134630 Sprit litre 79631 Spun Yarn kg 44632 Stack No. 9633 Staple (heavy) kg 328634 Stead Handles No. 18635 Steam Coal kg 12636 Steel Bearing for Prestressed Bridges each 5,525637 Stone (Machine Crushed.)Bajri cum 1,480638 Stone (Quarried & Screened) cum 1,490639 Stone Ballast (Hand Broken) cum 1,303640 Stone Dust cum 1,021641 Stone for Rubbing Floor No. 161642 Stone Hammer Dressed sqm 157643 Stone Tiles coping (300x150x40mm) 100 Nos. 16644 Stop Cock 15mm (1/2")Ø No. 75645 Stop Cock 20mm (3/4")Ø No. 115646 Stop Cock 25mm (1")Ø No. 213647 Stopper for Window No. 22648 Sui Gas Metre No. 4,926649 Sulphate Resisting Cement bag 453650 Surface Box ( 100x100mm) No. 190



Sr.No. Name of Article Unit Rate ( Rs.)1 2 3 4651 Surface Box ( 230x150mm) No. 443652 Surface Box (230x230mm) No. 941653 Surkhi cum 301654 Sutlee kg 55655 Sutlee Nylon (polythene) kg 91656 Swan Neck Cock 13mm Ø (Single way) No. 383657 Swan Neck Cock 13mm Ø (Three way) No. 952658 Swan Neck Cock 13mm Ø (Two way) No. 854659 SWG18/1.2mm sqm 750660 T. Hinges doz. 65661 Teak Wood cum 213,546662 Telephone Shower with mixing Valves No. 2,189663 Telephone Shower without mixing Valves No. 604664 Template Drawing No. PDW/TC 263 No. 350665 Termite proofing concentrated litre 1,151666 Terpantine Oil litre 157667 Thermopore sheet (13mm thick) No. 233668 Thermopore sheet (40mm thick) kg 328669 Thermosole sqm 259670 Timber (Shisham) cum 51,282671 Toilet Paper Holder (Chromium plated) No. 1,426672 Toilet Paper Holder (glazed earthen ware) No. 713673 Toilet Paper Holder (Plastic) No. 357

674 Tooth Brush Holder & Tooth Paste Dish(Chromium plated) No. 1,881

675 Tooth Brush Holder & Tooth Paste Dish(glazed earthen ware) No. 1,254

676 Tooth Brush Holder & Tooth Paste Dish (Plastic) No. 314677 Towel Rail 500 x 15 mm (Chromium plated) No. 1,867678 Towel Rail 600 x 20 mm (Chromium plated) No. 2,334679 Towel Ring 150 mm i/d (Chromium plated) No. 1,407680 Tower Bolt 4"(100mm) doz. 18681 Tower Bolt 6" (150mm) doz. 216682 Tower Bolt 8" (200 mm) doz. 348683 Trough Stone No. 384684 Tuff tile Sqm 485685 Tumbler Holder (Chromium plated) No. 142686 Tumbler Holder (glazed earthen ware) No. 208687 Tumbler Holder (Plastic) No. 44688 Ultra Plasticizer 300 litre 36689 Ultra superplasticizer 437 litre 45690 Urinal white glazed earthen ware No. 825




1 2 3 4691 Valve 102 mm Ø flanged (China) No. 2,299692 Varnish Litre 363693 Wash Basin 45 cm No. 1,150694 Wash Basin 55/56 cm No. 1,400695 Wash Basin 65 cm No. 1,600696 Washing Powder kg 66697 Washing Soap No. 29698 Water Closet European type No. 1,800699 Water Geyser 115 litres (25 gallons) No. 8,211700 Water Geyser 160 litres (35 gallons) No. 11,800701 Wax Polish kg 235702 Weather Shield Paint litre 435703 Wedge & stakes cum 456704 Welding rod kg. 119705 White Glazed Tiles (6"x6"x1/4")(150mmx150mmx6mm) 100 Nos. 114706 White Glazed Water Closet, Squatting Type No. 22

707 White Glazed Water Closet, Squatting Type Orrissapattern (Pak Made Best Quality) No. 1,004

708 White Paint litre 219709 Wire 10 SWG kg 120710 Wire 144 SWG m 27711 Wire Brush No. 77712 Wire gauze 22 SWG (mesh) sqm 126713 Wire gauze mesh 144 SWG sqm 283714 Wooden Beading m 72,983715 Wooden Plugs No. 5716 Zinc kg 91

SECTION – 23 BASIC RATES OF MATERIAL FOR ELECTRICAL WORKS


SECTION-23BASIC RATES OF MATERIAL FOR ELECTRICAL WORKS


(Rs.)1 2 3 4

PVC WIRES

1. a) PVC insulated single core copper conductor m 12

b) PVC insulated single core copper conductor 250/440Volts size 1/1.38 mm (3/.036) m 16

c) PVC insulated single core copper conductor 250/440Volts size 1/1.78 mm (7/.029) m 21

d) PVC insulated single core copper conductor 250/440Volts size 7/0.85 mm (7/.036) m 33

e) PVC insulated single core copper conductor 250/440Volts size 7/1.04 mm (7/.044) m 49

f) PVC insulated single core copper conductor 250/440Volts size 1/1.35 mm (7/052) m 74

g) PVC insulated single core copper conductor 250/440Volts size 1/1.70 mm (7/.064) m 98

h) PVC insulated single core copper conductor 250/440Volts size (19/.044) m 160

i) PVC insulated single core copper conductor 660/1100Volts size 19/1.53 mm (19/.064) m 260

j) PVC insulated single core copper conductor 660/1100Volts size 19/2.14 mm (19/.083) m 295

2. a) PVC insulated and PVC sheathed single core copperconductor 250/440 volts size 1/1.13 mm (3/.029) m 12

b) PVC insulated and PVC sheathed single core copperconductor 250/440 volts size 1/1.38 mm (3/.036) m 20

c) PVC insulated and PVC sheathed single core copperconductor 250/440 volts size 7/.058 mm (7/.029) m 25

d) PVC insulated and PVC sheathed single core copperconductor 250/440 volts size 7/.085 mm (7/.036) m 39

e) PVC insulated and PVC sheathed single core copperconductor 250/440 volts size 7/1.04 mm (7/.044) m 53

f) PVC insulated and PVC sheathed single core copperconductor 250/440 volts size 7/1.4 mm (7/.052) m 78

g) PVC insulated and PVC sheathed single core copperconductor 250/440 volts size 7/1.70 mm (7/.064) m 113

3. a) PVC insulated and PVC sheathed twin core circularcopper conductor flexible wire size16/.20 mm (14/.0076) m 37

b) PVC insulated and PVC sheathed twin core circularcopper conductor flexible wire size24/.20 mm (23/.0076) m 41

c) PVC insulated and PVC sheathed twin core circularcopper conductor flexible wire size16/.20 mm(14/.0076)

m 37




(Rs.)1 2 3 4

d) PVC insulated and PVC sheathed twin core circularcopper conductor flexible wire size24/.20 mm(23/.0076)

m 41

4. a) PVC insulated and PVC sheathed Two core copperconductor 250/440 volts size 7/.085 mm (7/.029) m 59

b) PVC insulated and PVC sheathed Two core copperconductor 250/440 volts size 7/.085 mm (7/.036) m 86

c) PVC insulated and PVC sheathed Two core copperconductor 250/440 volts size 7/.1.04 mm (7/.044) m 127

d) PVC insulated and PVC sheathed Two core copperconductor 250/440 volts size 7/1.4 mm (7/.052) m 172

e) PVC insulated and PVC sheathed Two core copperconductor 250/440 volts size 7/1.70 mm (7/.064) m 248

5. a) PVC insulated and PVC sheathed Four core copperconductor 250/440 volts size 7/.058 mm (7/.029) m 123

b) PVC insulated and PVC sheathed Four core copperconductor 250/440 volts size 7/.085 mm (7/.036) m 184

c) PVC insulated and PVC sheathed Four core copperconductor 250/440 volts size 7/1.04 mm (7/.044) m 258

d) PVC insulated and PVC sheathed Four core copperconductor 250/440 volts size 7/1.40 mm (7/.052) m 356

e) PVC insulated and PVC sheathed Four core copperconductor 250/440 volts size 7/1.70 mm (7/.064) m 516

f) PVC insulated and PVC sheathed Four core copperconductor 250/440 volts size 7/1.40 mm (19/.052) m 840

g) PVC insulated and PVC sheathed Four core copperconductor 250/440 volts size 7/1.70 mm (19/.064) m 1,139

h) PVC insulated and PVC sheathed Four core copperconductor 250/440 volts size 7/2.14 mm (19/.083) m 2,178

i) PVC insulated and PVC sheathed Four core copperconductor 250/440 volts size 7/.085 mm (37/.083) m 3,762

STEEL CONDUITS AND FITTINGS

6. a) Steel conduit 19.1 mm gauge 15/16 (3/4”) m 74

b) Steel conduit 25.4 mm gauge 15/16 (1”) m 78

c) Steel conduit 31.7 mm gauge 15/16 (1-1/4”) m 131

d) Steel conduit 38.2 mm gauge 15/16 (1-1/2”) m 141

e) Steel conduit 50.8 mm gauge 15/16 (2”) m 223

7. a) Bend solid dia 19.1 mm (3/4”) doz 352

b) Bend solid dia 25.4 mm (1”) doz 422

c) Bend solid dia 31.7 mm (1-1/4”) doz 703

d) Bend solid dia 38.2 mm (1-1/2”) doz 1,172

e) Bend solid dia 50.8 mm (2”) doz 1,477




(Rs.)1 2 3 48. a) Bend inspection 25.4 mm (1”) doz 332

b) Bend inspection 31.7 mm (1-1/2”) doz 400

c) Bend inspection 38.2 mm (1-1/2”) doz 1,035

d) Bend inspection 50.8 mm (2”) doz 1,446

9. a) Tee inspection 19.1 mm (3/4”) doz 293

b) Tee inspection 25.4 mm (1”) doz 352

c) Tee inspection 31.7 mm (1-1/4”) doz 381

d) Tee inspection 38.2 mm (1-1/2”) doz 1,055

e) Tee inspection 50.8 mm (2”) doz 1,219

10. a) Elbow solid 19.1 mm (3/4”) doz 188

b) Elbow solid 25.4 mm (1”) doz 205

c) Elbow solid 31.7 mm (1-1/4”) doz 352

d) Elbow solid 38.2 mm (1-1/2”) doz 430

e) Elbow solid 50.8 mm (2”) doz 781

f) Elbow inspection 19.1 mm (3/4”) doz 293

g) Elbow inspection 31.7 mm (1-1/4”) doz 440

h) Elbow inspection 38.2 mm (1-1/2”) doz 899

i) Elbow inspection 50.8 mm (2”) doz 1,133

11. a) Socket 19.1 mm (3/4”) doz 141

b) Socket 25.4 mm (1”) doz 195

c) Socket 31.7 mm (1-1/4”) doz 305

d) Socket 38.2 mm (1-1/2”) doz 516

e) Socket 50.8 mm (2”) doz 750

12. a) Nipple 19.1 mm (3/4”) doz 188

b) Nipple 25.4 mm (1”) doz 281

c) Nipple 31.7 mm (1-1/4”) doz 313

d) Nipple 38.2 mm (1-1/4”) doz 410

e) Nipple 50.8 mm (2”) doz 703

13. a) Saddles 19.1 mm (3/4”) doz 127

b) Saddles 25.4 mm (1”) doz 135

c) Saddles 31.7 mm (1-1/4”) doz 215

d) Saddles 38.2 mm (1-1/2”) doz 254

e) Saddles 50.8 mm (2”) doz 367

14. a) Chuk nuts 19.1 mm (3/4”) doz 70

b) Chuk nuts 25.4 mm (1”) doz 82

c) Chuk nuts 31.7 mm 1-1/4”) doz 129

d) Chuk nuts 38.2 mm (1-1/2”) doz 160




(Rs.)1 2 3 4

e) Chuk nuts 50.8 mm (2”) doz 28115. a) Joint boxes 1,2,3 & 4 way (Aluminum) 19.1 mm (3/4”) doz 254

b) Joint boxes 1,2,3 & 4 way (Aluminum) 25.4 mm (1”) doz 313

c) Joint boxes 1,2,3 & 4 way (Aluminum) 31.7 mm (1-1/4”) doz 703

d) Joint boxes 1,2,3 & 4 way (Aluminum) 58.2 mm (2”) doz 1,270

16. a) Adopter size 19.1 mm (3/4”) doz 166

b) Adopter size 25.4 mm (1”) doz 188

c) Adopter size 31.7 mm (1-1/4”) doz 273

d) Adopter size 38.2 mm (1-1/2”) doz 363

e) Adopter size 50.8 mm (2”) doz 469

17. a) Bushes size 19.1 mm (3/4”) doz 211

b) Bushes size 25.4 mm (1”) doz 281

c) Bushes size 31.7 mm (1-1/4”) doz 352

d) Bushes size 38.2 mm (1-1/2”) doz 422

e) Bushes size 50.8 mm (2”) doz 527

18. a) Flexible pipe size 19.1 mm (3/4”) doz 59

b) Flexible pipe size 25.4 mm (1”) doz 70

c) Flexible pipe size 31.7 mm (1-1/4”) doz 105

d) Flexible pipe size 38.2 mm (1-1/2”) doz 121

e) Flexible pipe size 50.8 mm (2”) doz 147

G.I. PIPES AND FITTINGS19. a) G.I. Pipe dia 15 mm (1/2”) m 96

b) G.I. Pipe dia 20 mm (3/4”) m 135

c) G.I. Pipe dia 25 mm (1”) m 184

d) G.I. Pipe dia 32 mm (1-1/4”) m 238

e) G.I. Pipe dia 40 mm (1-1/2”) m 293

f) G.I. Pipe dia 50 mm (2”) m 383

g) G.I. Pipe dia 80 mm (3”) m 598

h) G.I. Pipe dia 100 mm (4”) m 945

i) G.I. tee size 15 mm (1/2”) doz 418

20. a) G.I. tee size 20 mm (3/4”) doz 606

b) G.I. tee size 25 mm (1”) doz 703

c) G.I. tee size 32 mm (1-1/4”) doz 820

d) G.I. tee size 40 mm (1-1/2”) doz 977

e) G.I. tee size 50 mm (2”) doz 1,406

f) G.I. tee size 65 mm (2-1/2”) doz 4,688

g) G.I. tee size 80 mm (3”) doz 5,626

h) G.I. tee size 100 mm (4”) doz 8,462




(Rs.)1 2 3 4

21. a) Check nut size 15 mm (1/2”) doz 117

b) Check nut size 20 mm (3/4”) doz 141

c) Check nut size 25 mm (1”) doz 211

d) Check nut size 32 mm (1-1/4”) doz 305

e) Check nut size 40 mm (1-1/2”) doz 375

f) Check nut size 50 mm (2”) doz 750

g) Check nut size 65 mm (2-1/2”) doz 1,406

h) Check nut size 80 mm (3”) doz 2,110

i) Check nut size 100 mm (4”) doz 2,461

22. a) Long bend size 15 mm (1/2”) doz 516

b) Long bend size 20 mm (3/4”) doz 584

c) Long bend size 25 mm (1”) doz 867

d) Long bend size 32 mm (1-1/4”) doz 1,266

e) Long bend size 40 mm (1-1/2”) doz 1,641

f) Long bend size 50 mm (2”) doz 2,344

g) Long bend size 65 mm (2-1/2”) doz 2,442

h) Long bend size 80 mm (3 doz 5,509

i) Long bend size 100 mm (4”) doz 11,252

23. a) Gate valve size 15 mm (1/2”) doz 625

b) Gate valve size 20 mm (3/4”) doz 774

c) Gate valve size 25 mm (1”) doz 1,172

d) Gate valve size 32 mm (1-1/2”) doz 1,543

e) Gate valve size 40 mm (1-1/2”) doz 1,875

f) Gate valve size 50 mm (2”) doz 2,813

g) Gate valve size 65 mm (2-1/2”) doz 3,360

h) Gate valve size 80 mm (3”) doz 7,032

i) Gate valve size 100 mm (4”) doz 10,783

24. a) G.I socket size 13 mm (1/2”) doz 164

b) G.I socket size 20 mm (3/4”) doz 234

c) G.I socket size 25 mm (1”) doz 398

d) G.I socket size 32 mm (1-1/4”) doz 516

e) G.I socket size 40 mm (1-1/2”) doz 703

f) G.I socket size 50 mm (2”) doz 1,078

g) G.I socket size 65 mm (2-1/2”) doz 1,934

h) G.I socket size 80 mm (3”) doz 2,110

i) G.I socket size 100 mm (4”) doz 4,727

j) G.I socket size 15 mm (1/2”) doz 258k) G.I socket size 20 mm (3/4”) doz 336




(Rs.)1 2 3 4

25. a) G.I union size 25 mm (1”) doz 352

b) G.I union size 32 mm (1-1/4”) doz 391

c) G.I union size 40 mm (1-1/2”) doz 703

d) G.I union size 50 mm (2”) doz 820

e) G.I union size 65 mm (2-1/2”) doz 1,953

f) G.I union size 80 mm (3”) doz 2,950

g) G.I union size 100 mm (4”) doz 3,985

26. a) Flanges size 15 mm (1/2”) doz 68

b) Flanges size 20 mm (3/4”) doz 84

c) Flanges size 25 mm (1”) doz 127

d) Flanges size 32 mm (1-1/4”) doz 145

e) Flanges size 40 mm (1-1/2”) doz 180

f) Flanges size 50 mm (2”) doz 244

g) Flanges size 65 mm (2-1/2”) doz 379

h) Flanges size 80 mm (3”) doz 410

i) Flanges size 100 mm (4”) doz 469

PVC PIPES AND FITTINGS

27. a) PVC pipe dia 20 mm (3/4”) m 23

b) PVC pipe dia 25 mm (1”) m 29

c) PVC pipe dia 30 mm (1-1/4”) m 31

d) PVC pipe dia 40 mm (1-1/2”) m 39

28. a) PVC Tee dia 20 mm (3/4”) no 10

b) PVC Tee dia 25 mm (1”) no 12

c) PVC Tee dia 30 mm (1-1/4”) no 16

d) PVC Tee dia 40 mm (1-1/2”) no 19

29. a) PVC elbow dia 20 mm (3/4”) no 10

b) PVC elbow dia 25 mm (1”) no 12

c) PVC elbow dia 30 mm (1-1/4”) no 16

d) PVC elbow dia 40 mm (1-1/2”) no 19

30. a) PVC socket dia 20 mm (3/4”) no 4

b) PVC socket dia 25 mm (1”) no 6

c) PVC socket dia 30 mm (1-1/4”) no 10

d) PVC socket dia 40 mm (1-1/2”) no 12

31. a) PVC bend dia 20 mm (3/4”) no 10

b) PVC bend dia 25 mm (1”) no 12

c) PVC bend dia 30 mm (1-1/4”) no 16

d) PVC bend dia 40 mm (1-1/2”) no 20




(Rs.)1 2 3 4

32. Jointing solution kg. 406

HARD DRAWN BARE COPPER WIRE33. a) H.D.B. copper wire 2 mm sq. (No. 16 SWG) m 6

b) H.D.B. copper wire 3.2 mm sq. (No. 14 SWG) m 9

c) H.D.B. copper wire 5.4 mm sq. (No. 12 SWG) m 16

d) H.D.B. copper wire 8.7 mm sq. (No. 10 SWG) m 20

e) H.D.B. copper wire 13 mm sq. (No. 8 SWG) m 23

f) H.D.B. copper wire 19 mm sq. (No. 6 SWG) m 41

g) H.D.B. copper wire 27 mm sq. (No. 4 SWG) m 49

h) H.D.B. copper wire 32 mm sq. (No. 3 SWG) m 56

i) H.D.B. copper wire 38.6 mm sq. (No. 2 SWG) m 68

j) H.D.B. copper wire 45.6 mm sq. (No. 1 SWG) m 96

k) H.D.B. copper wire 53 mm sq. (No. 1/10 SWG) m 112

l) H.D.B. copper wire 61 mm sq. (No.2/0 SWG) m 129

m) H.D.B. copper wire 70 mm sq. (No. 3/0 SWG) m 149

ELECTRICAL ACCESSORIES

Surface Type Switches34. a) Switch one way S.P. 5 amps each 20

b) Switch two way S.P. 5 amps each 23

c) Switch one way S.P. 10/15 amps each 29

Flush Type Switches (Piano)35. a) Switch one way S.P. 5 amps each 16

b) Switch two way S.P. 5 amps each 21

c) Switch one way S.P. 15 amps each 29

Plugs and Sockets Surface Type

36. a) 2 Pin 5 amps plug and sockets each 18

b) 3 Pin 5 amps plug and sockets each 20

c) 3 Pin 10/15 amps plug and sockets each 29

Ceiling Rose37. a) Bakelite ceiling rose with two terminals each 23

b) Bakelite ceiling rose with two terminals each 27

Bakelite Lamp Holder Bayonet Cap Type38. a) Brass pendent lamp holder each 29

b) Brass pendent lamp holder, screw type each 25

39. a) Brass batten holder each 23

b) Brass batten holder angle type each 2340. Backelite Lamp Holder Pendent each 14




(Rs.)1 2 3 4

41. Batten holder angle each 13

42. E.T. shade 254 mm (10”) dia each 53

43. Plastic shade 254 mm (10” ) dia each 20

44. Brass bracket 228 mm (9”) dia size heavy gauge each 64

Weather Proof Switches in c/l Case45. a) Switch A.C. one way S.P. 5 amps with side operating

fixed handle each 137

b) Switch A.C. two way S.P. 5 amps with side operatingfixed handle each 166

c) Switch A.C. one way S.P. 15 amps with side operatingfixed handle each 273

Weather Proof and Cast iron Case46. a) 3 Pin 5 amps plug and socket each 195

b) 3 Pin 15 amps plug and socket each 273

c) 3 Pin 5 amps plug and socket with switch in one case each 117

d) 3 Pin 15 amps plug and socket with switch in one case each 166

e) 3 Pin 15 amps plug and socket with ICDP control withside operating handle cable entries with lamp S.P. fuse. each 176

Change Over Switches47. a) D.P. change over switch (15 amps) each 543

b) D.P. change over switch (30 amps) each 879

c) D.P. change over switch (60 amps) each 1,182

48. a) T.P. & N change over switch (15 amps) each 1,153

b) T.P. & N change over switch (30 amps) each 1,524

c) T.P. & N change over switch (60 amps) each 1,817

d) T.P. & N change over switch (100 amps) each 6,622

e) T.P. & N change over switch (200 amps) each 11,721

f) T.P. & N change over switch (300 amps) each 14,280

Bus Bar Chamber49. a) 100 amps bus bar chamber 0.6 m (2 ft) long 2 strips each 1,768

b) 100 amps bus bar chamber 1.37 m (4.5 ft) long 2 strips each 3,282

c) 100 amps bus bar chamber 1.82 m (6 ft) long 2 strips each 5,587

d) 100 amps bus bar chamber 0.6 m (2 ft) long 3 strips each 3,125

e) 100 amps bus bar chamber 1.37 m (4.5 ft) long 3 strips each 6,603

f) 100 amps bus bar chamber 1.82 m (6 ft) long 3 strips each 7,618

g) 100 amps bus bar chamber 0.6 m (2 ft) long 4 strips each 3,516

h) 100 amps bus bar chamber 1.37 m (4.5 ft) long 4 strips each 7,618

i) 100 amps bus bar chamber 1.82 m (6 ft) long 4 strips each 11,330




(Rs.)1 2 3 4

50. a) 200 amps bus bar chamber 0.6 m (2 ft) long 2 strips each 2,735

b) 200 amps bus bar chamber 0.91 m (3 ft) long 2 strips each 5,587

c) 200 amps bus bar chamber 1.82 m (6 ft) long 3 strips each 11,174

d) 200 amps bus bar chamber 0.6 m (2 ft) long 3 strips each 5,079

e) 200 amps bus bar chamber 0.91 m (3 ft) long 3 strips each 7,618

f) 200 amps bus bar chamber 1.82 m (5 ft) long 3 strips each 15,237

g) 200 amps bus bar chamber 0.6 m (2 ft) long 4 strips each 5,860

h) 200 amps bus bar chamber 0.91 m (3 ft) long 4 strips each 8,693

i) 200 amps bus bar chamber 1.37 m (4.5 ft) long 4 strips each 12,893

j) 200 amps bus bar chamber 1.82 m (6.5 ft) long 4 strips each 17,190

k) 300 amps bus bar chamber 0.91 m (3 ft) long 2 strips each 3,223

l) 300 amps bus bar chamber 0.91 m (3 ft) long 3 strips each 8,009

m) 300 amps bus bar chamber 0.6 m (2 ft) long 4 strips each 6,446

n) 300 amps bus bar chamber 0.91 m (3 ft) long 4 strips each 9,865

o) 300 amps bus bar chamber 1.37 m (4.5 ft) long 4 strips each 13,674

p) 300 amps bus bar chamber 1.82 m (6 ft) long 2 strips each 1,969

q) 300 amps bus bar chamber 0.6 m (2 ft) long 4 strips each 7,618

r) 500 amps bus bar chamber 1.37 m (4.5 ft) long 2 strips each 16,223

s) 500 amps bus bar chamber 1.82 m (6 ft) long 3 strips each 27,348

t) 300 amps bus bar chamber 0.6 m (2 ft) long 3 strips each 10,158

u) 500 amps bus bar chamber 1.37 m (4.5 ft) long 3 strips each 26,371

v) 500 amps bus bar chamber 1.82 m (6 ft) long 4 strips each 42,975

w) 300 amps bus bar chamber 0.6 m (2 ft) long 4 strips each 15,627

x) 500 amps bus bar chamber 0.91 m (3 ft) long 4 strips each 2,149

y) 500 amps bus bar chamber 1.37 m (4 ft) long 4 strips each 32,232ELECTRICAL BELLS AND BUZZERS

51. a) Electrical bell 70 mm (2.5”) gong each 82

b) Buzzer (Electric) each 41

c) W.P. Electrical bell 100 mm (4”) gong each 572

d) W.P. Electric bell 150 mm (6”) gong each 860

BUSH BUTTONS52. a) Piano type wall push button each 23

b) Flush type push button each 23

c) Table push button each 25

EXHUAST FANS53. a) ACS P Exhaust fan Plastic body 6” each 1,006

b) ACSP exhaust fan 228 mm (8”) sweep complete each 1,367

c) ACSP exhaust fan 228 mm (10”) sweep complete withregulator each 1,406




(Rs.)1 2 3 4

d) ACSP exhaust fan 305 mm (12”) sweep complete withregulator each 1,875

e) ACSP exhaust fan 380 mm (16”) sweep complete withregulator each 2,383

f) ACSP exhaust fan 457 mm (18”) sweep complete withregulator each 4,102

g) ACSP exhaust fan with plastic blade A.C. sweep (8”)200 volt each 1,582

h) ACSP exhaust fan with plastic blade A.C. sweep (10”)200 volt each 1,680

54. a) Bracket fan with plastic moveable loovers (12”) each 1,895

b) Bracket fan with plastic moveable loovers (16”/18”) each 2,344

c) Butterfly shutter for 305 mm (12”) exhaust fan each 49

d) Butterfly shutter for 380 mm (15”) exhaust fan each 55

e) Butterfly shutter for 457 mm (18”) exhaust fan each 88

WOODEN MATERIAL55. Rawal plug each 1

56. Wooden/Rubber bush each 2

TINNED SCREWS57. a) Brass screws 12.7 mm (1/2”) each 0.51

b) Brass screws 19.1 mm (3/4”) each 0.59

c) Brass screws 25.4 mm (1”) each 0.68

d) Brass screws 31.7 mm (1-1/4”) each 1.17

e) Brass screws 38.0 mm (1-1/2”) each 2

f) Brass screws 44.4 mm (1-3/4”) each 2

g) Brass screws 50.8 mm (2”) each 3

TINNED STRAP CLIPS58. a) Tinned clip size 38.0 mm (1-1/2”) 100 nos 10

b) Tinned clip size 44.4 mm (1-3/4”) 100 nos 11

c) Tinned clip size 50.8 mm (2”) 100 nos 12

d) Tinned clip size 57.2 mm (2-1/4”) 100 nos 13

e) Tinned clip size 63.5 mm (2-1/2”) 100 nos 14

BOLTS AND NUTS59. a) Bolts and nuts size 7.90 mm (5/16”) each 12

b) Bolts and nuts size 9.55 mm (3/8”) each 16

c) Bolts and nuts size 12.7 mm (1/2”) each 18

d) Bolts and nuts size 15.8 mm (5/8”) each 21

e) Bolts and nuts size 19.1 mm (3/4”) each 28




(Rs.)1 2 3 4

SHEETS60. a) Masonite sheet sqm 1,582

b) Plastic sheet sqm 1,426

c) Tufnol sheet sqm 2,500

d) Delaron sheet sqm 3,125

OVERHEAD TRANSMISSION AND DISTRIBUTION61. i. Channel iron (3”x1.5”x1.5”x1/4”) 76x38x38x6.3 mm m 352

ii. Channel iron (4”x2”x2”x1/2”) 101x50x60x6.3 mm m 508

62. i. Flat iron (2”x3/8”) 50.8x9.5 mm m 70

ii. Flat iron (3”x3/8”)76.2 x 9.5 mm m 156

63. a) Galvanized M.S. flat (1.5”x3/16”) 38 x 4.7 mm m 74

b) Galvanized M.S. flat (1.75”x1/4”) 44 x 6.3 mm m 117

c) Galvanized M.S. flat (1.5”x3/16”) 38 x 4.7 mm m 82

d) Galvanized M.S. flat (1”x3/16”) 25.4 x 4.7 mm m 70

e) Galvanized M.S. flat (2”x1/4”) 50 x 6.3 mm m 129

64. a) Angle iron (2”x2”x1/4”)50x50x6.3 m m 254

b) a) Angle iron (2.5”x2.5”x1/4”)63x63x6.3 m m 293

65. a) M.S. bolts with nuts (3”x3/8”)76.0x9.5 mm each 8

b) M.S. bolts with nuts (4.5”x0.5”)114x12.7 mm each 18

c) M.S. bolts with nuts (4”x0.5”)101x12.7 mm each 16

d) M.S. bolts with nuts (4”x1.5”)101x38 mm each 51

66. G.I. bolts with (4”x5/8”)101x15.8 mm each 25

G.I. bolts with pin type insulator each 25

67. a) Shackle insulator medium pressure (2.5”x2”)63x50 mm each 20

b) Shackle insulator medium pressure (3.5”x3”)89x76 mm each 25

68. Pin type insulator medium pressure each 31

69. Robin Reel each 16

70. a) Aerial service fuse with 10/15 amps fuse carrier each 18

b) Aerial service fuse with (30 amps) fuse carrier with-drawable each 51

c) Aerial service fuse with (60 amps) fuse carrier withdrawable each 63

d) Aerial service fuse strip type 10/15 amps each 43

71. Lighting arrestor horn type each 3,223

72. G.I. eye holt with nut (4”x5/8”) 101 x 15.8 mm each 23

73. G.I. Thimble each 29

74. a) G.I. stay wire (7/8) size 22.2 mm m 70

b) G.I. stay wire (7/10) size 17.7 mm m 80




(Rs.)7 2 3 4

c) G.I. stay wire (7/14) size 12.7 mm m 90

75. a) Rail 132.6 Kg per metre (90 lbs per foot) m 3,907

b) Rail 88.4 kg. Per metre (60 lbs per foot) m 2,344

76. a) Stay swivel (14”x1.5”) 355 x 38 mm each 186

b) Stay rod 1.82 Mt. X 19.0 mm (6”x3/4”) with base plate each 508c) Stay rod 1.82 Mt. X 9.5 mm (6”x3/8”) with base plate each 508

77. a) G.I. strips 2x152x33.3 x 1.5 mm (2x6x1-5/16x1/16”) withbolts and nuts each 166

b) G.I. strips 2x190x38 x 3.1mm (2x7.5”x1.5”x1/8”) withbolts and nuts each 215

BOARDS FITTINGS AND FIXTURES U.G. CABLE ANDEARTHING

Boards78. a) M.S. bolts with double nuts 76x9.5 mm (3”x3/8”) m 39

b) M.S. bolts with double nuts 76x12.7 mm (3”x1/2”) m 47

c) M.S. bolts with double nuts 181x15.8 mm (4”x5/8”) m 55

d) M.S. bolts with double nuts 355x15.8 mm (14”x5/8”) m 147

79. a) Angle iron 38x38x6.3 mm (1.5”x1.5”x1/4”) m 383

b) Angle iron 50x50x8.3 mm (2”x2”x1/4”) m 400

80. M.S. round bar 15.8 mm (5/8” dia) m 121

Fitting and Fixture81. a) White opel glass globe 150 mm (6”) each 215

b) White opel glass globe 200 mm (8”) each 244

UNDER GROUND CABLE82. Empire tape 19 mm (3/4”) roll 215

83. Tin ingot roll 1,016

84. Kointing ferruls set 137

85. Cable compound kg 127

Earthing86. a) Copper plate 50x50x3.1 mm (2”x2”x1/8”) kgs 293

b) Copper bolts with nut washers 12.70 x 76 mm (1/2”x3”) each 68

87. G.I. Plate (2x2x1/4”) or 50x50x6.3 mm kgs. 12

88. Charcoal dust kgs. 20

89. G.I. Plate (2”x2”x1/4”) or 50x50x6.3 mm kgs. 115

90. G.I. bolts with nuts and washer 76 x 15.8 mm (3”x5/8”) each 29

91. 0.91 m (3 ft.) lighting copper rod with 5 spikes and ball etc.complete each 1,953

92. Copper tape (1.5” x 1/8”) size 38 x 3.1 mm kg. 273

93. Saddles with fixing material each 39




(Rs.)1 2 3 4

WATER PUMPS94. a) M.S. bolts with nuts 228 mm long with steel base plate each 117

b) M.S. bolts with nuts 304 mm long x 38 mm with steelbase plate each 410

c) M.S. bolts with nuts 457 mm long x (18”) long with steelbase plate each 527

95. a) Pressure gauge 114 mm (4.5”) dia each 635

b) Pressure gauge 152 mm (6”) dia each 820

96. a) Star delta motor starter 7/15 amps manual operated each 1,397

b) Star delta motor starter 12/25 amps manual operated each 3,008

c) Star delta motor starter 7/15 amps automatic each 5,274

d) Star delta motor starter 12/25 amps automatic each 7,228

97. a) Direct on starter upto 4/8 amps each 2,188

b) Direct on starter upto 7/15 amps each 820

CEILING AND BRACKET FANSCeiling Fan

98. a) 36” sweep Best Quality Pak Made each 2,539

b) 48” sweep Best Quality Pak Made each 2,832

c) 56” sweep Best Quality Pak Made each 2,930

Bracket Fan99. (a) 18” sweep Best Quality Pak Made each 2,344

ADDITIONAL ELECTRICAL ITEMS100. a) Electric choke ECCO /EKKO 40 W each 193

b) Electric choke ECCO /EKKO 20 W each 151

101. a) Tube starter 20/40 W Pkt of 25pieces 278

b) Tube holder doz. 195

c) Tube holder AlWIS TYPE pair 59

102. Lamp holder brass screw for 500/100 w lamp type each 59

103. a) Halogen tublar lamp 500 w (China) each 156

b) Halogen tublar lamps 1000 w (China) each 176

104. Switch socket 20 amps with porceline base PPI each 586

105. Switch socket flat type 13 amp imported each 234

106. Shoe 13 Amp. Flat pin type imported each 98

107. Switch socket 2 pin with earth-link & box imported each 1,074

108. Circuit breaker shoe type 16 Amp Busch each 977

109. Switch socket 16 amp Busch each 234

110. a) Circuit breaker 2 Amp shoe type Busch each 1,084




(Rs.)1 2 3 4

b) Circuit breaker 2 Amp shoe type AEG each 1,016

c) Circuit breaker 15 Amp with porceline Base each 674

d) Circuit breaker 2 Amp with porceline Base each 723

111. Bell Ding Dong each 127

112. Bell Electronic Remote Control each 518

113. a) Pignum wire Ghazilex No. 34 SWG kg 723

b) Pignum wire Ghazilex No.36 SWG kg. 781

114. Cotton Tape ¾” roll doz 188

115. a) Leatherrite Paper (China) kg. 469

b) Leatherrite Paper (Italy) kg. 524

116. V.D. Paper kg. 977

117. Varnish (Insulations)SAMAKA litre 78

118. Fan Hook in M.S. Box (Circular) no. 176

119. Dimmer for Fan no. 117

120. a) Patti fitting 24 SWG M.S Sheet Painted with white stoneenameled paint complete with choke ECCO/EKKO 40 wholder and tube light 40w.

no. 410

b) Patti fitting 24 SWG M.S Sheet Painted with white stoneenameled paint complete with choke ECCO/EKKO 20 wholder and tube light 20w .

no. 332

121. a) Masonry Drill 7mm (¼”) Pak doz. 152

b) Masonry Drill 13mm (½”) Pak each 216

c) Masonry Drill 25mm (1”) Pak each 518

122. a) Capacitor 2.2 MFD Pak each 35

b) Capacitor 2.5 MFD Pak each 47

c) Capacitor 3 MFD Pak each 57

d) Capacitor 4.5 MFD Pak each 68

e) Capacitor ½ HP Motor (China) each 90

f) Capacitor 1 HP Motor (China) each 148

g) Capacitor 1 HP Motor (China) each 29

123. a) Rawal Belt 3/8” Pak each 29

b) Rawal Belt ½” Pak each 49

SECTION – 24 BASIC RATES OF LABOUR


SECTION-24BASIC RATES OF LABOUR

Sr.No. Trade Unit Rate (Rs.)

1 2 3 41 Armature Winder No 4372 Belcha man No 3983 Belder No 3984 Bellows man No 3985 Blacksmith No 6866 Boatman No 4777 Boiler Foreman No 5578 Bullockman No 4379 Bullockman 1/2 pair No 398

10 Cable Jointer No 55711 Caner No 43712 Carpenter 2nd Class No 39813 Carpenter Ist Class No 69714 Carrier No 39815 Cart man (with cart) No 63616 Chakriman No 39817 Chiseller No 57618 Chowkidar No 39819 Cleaner No 39820 Compressor operator No 57621 Concrete Lining Machine Operator No 79522 Crane Driver/Operator No 55723 Diesel Engine Mechanic No 55724 Diesel Engine Operator Grade-I No 57625 Diesel Engine Operator Grade-II No 39826 Digger No 39827 Diver (Deep Water) No 55728 Diver (Shallow Water) No 43729 Dolley man No 39830 Dozer Operator No 55731 Dresser No 55732 Driller No 55733 Driver (Sheep Foot Roller) No 59134 Driver (Sheep Foot Roller) No 59135 Driver (Tractor) No 57636 Electrician No 58837 Fitter No 57638 Fitter (Electrical) No 47739 Foreman (Civil) No 661

SECTION – 24 BASIC RATES OF LABOUR


Sr.No. Trade Unit Rate (Rs.)

1 2 3 440 Foreman (Electrical) No 69141 Glazier No 43742 Greaser No 43743 Gutti Man No 39844 Hammer Man No 57645 Heavy Duty Driver No 57646 Helper No 40547 Light Duty Driver No 57648 Lineman No 57649 Machine Mistry No 51750 Mali No 43751 Mason No 74852 Mate No 47753 Mechanic No 51754 Meter Reader No 43755 Operator (well sinking) No 47756 Painter No 63757 Plumber No 64858 Polisher No 56559 Quarry man No 43760 Rammer No 39861 Sawyer No 43762 Skilled Labour No 50063 Smithy cooly No 43764 Spray Man No 43765 Sprayman Helper No 39866 Supervisor No 55767 Surveyor No 47768 Switchboard Attendant No 47769 Tailor No 47770 Tiles Layer No 47771 Trailer Driver No 55772 Unskilled Labour/Cooly No 41373 Water man No 40574 Welder Grade-I No 63775 Welder Grade-II No 43776 Well Borer No 43777 Wireman No 43778 Work Mistry No 477

Note:These Rates are hiring charges of Man-power/Labour, per day and one working day is basedon eight (8) hours

SECTION – 25 BASIC RATES OF MACHINERY USAGE


SECTION-25BASIC RATES OF MACHINERY USAGE

Sr.No. Machinery Unit Rate (Rs.)

1 2 3 41 Asphalt Plant Capacity 20 Ton hour 10,0192 Asphalt Plant Capacity 80 Ton hour 11,3633. Assembling Bench for Prestressed Girder job 9,9004. Beading Machine hour 3645. Boring with Rig (12”-14”) hour 4636. Bull Dozer 90 HP hour 1,4507. Bull Dozer 120 HP hour 1,8658. Cable Forms for Prestressed Girder job 3199. Compressor Capacity 300 CFM hour 650

10. Concrete Batching Plant Capacity 30 cum hour 3,45011. Concrete Batching Plant Capacity 50 cum hour 5,75012. Concrete Lining Machine hour 2,27713. Concrete Static mixer 0.2 cum capacity hour 39014. Concrete Static mixer 0.4 cum capacity hour 51515. Concrete Pump 45 cum hour 2,19016. Concrete Transit mixer 4 cum capacity hour 1,91317. Concrete Transit mixer 6 cum capacity hour 2,31818. Concrete vibrator (160cc) hour 34219. Cone Fixer for Prestressed Girder job 51,61520. Densotaps for Prestressed Girder job 28421. Donkey pump with motor 4" delivery (Diesel) hour 34122. Dredger/Motor Scraper/Crane (with bucket & boom) hour 6,75023. Drilling bore hole 1200 mm dia including concreting

with tremmie pipe per meterjob 2,742

24. Drilling bore hole 1600 mm dia including concretingwith tremmie pipe per meter

job 3,200

25. Drilling bore hole 1705 mm dia including concretingwith tremmie pipe per meter

job 3,279

26. Drilling bore hole 457 mm dia including concreting withtremmie pipe per meter

job 1,385


job 1,584


job 2,513

29. Drilling Machine 457 mm dia or above hour 87530. Dumper 10 Ton Capacity hour 1,54031. Dumper 18 Ton Capacity hour 1,77532. Educator Pipe hour 38




1 2 3 433. Excavator Chain Type hour 1,78034. Excavator (Ex 200) hour 2,11735. Excavator Tire Type hour 1,80536. Front End Loader 1.5 cum hour 2,40037. Front End Loader 2.5 cum hour 2,81338. Front End Loader 3.0 cum hour 3,90039. Grader 140 HP hour 1,95540. Grader 165 HP hour 2,81141. Grouting Pump for Prestressed Girder job 22,77242. Heavy compactor roller hour 2,25043. Hoses for Prestressed Girder job 4,55444. Hydraulic pump for Prestressed Girder job 154,84645. Lifting Tackle for jack for Prestressed Girder job 103,23146. Mechanical rammer / compactor for sloping portion hour 37547. Mixer (road material) hour 83548. Mobile Crane 3 Ton hour 81549. Mobile Crane 10 Ton hour 1,49150. Molding machine hour 82551. Paint Spray Machine hour 4552. Pneumatic Roller 18 Ton Capacity hour 1,90353. Power Generator 150 KVA hour 2,27054. Pump for Dewatering with delivery pipe 4" dia (Diesel) hour 26055. Rail Track for Prestressed Girder job 531,33556. Road Roller Tandem 10-12 Ton hour 1,98857. Road Roller Tandem Vibratory 1.5 Ton hour 42558. Road Roller Tandem Vibratory 6 Ton hour 86559. Road Roller Tandem Vibratory 8 Ton hour 1,16060. Road Roller Vibratory & Static Roller 10-12 Ton hour 1,64561. Saw / Wood Cutter Machine (Petrol) 45 cc hour 62562. Sheep Foot Roller hour 86863. Steel Plate Cutter hour 8564. Steel Bar Cutting Machine hour 7565. Steel Bar Bending Machine hour 5566. Stressing jack for Prestressed Girder job 206,46267. Tar Boiler hour 91168. Tractor 50 HP Capacity hour 40069. Tractor with Trolley hour 44270. Tripod & Chain Pulley hour 17071. Trolleys for Prestressed Girder job 75,905




1 2 3 472. Truck (5 Ton capacity) hour 70073. Truck (8 Ton capacity) hour 1,55574. Turbine pump hour 45575. Water Bouzer (Capacity 10,000 Ltrs) hour 50976. Water carrier tanker (Capacity 4000 Ltrs) hour 48277. Water sprinkler hour 53178. Welding unit & Generator hour 28479. Well Sinking Machine hour 1,21480. Wheel barrow hour 22881. Wire Cutter for Prestressed Girder job 2,277

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