zone2 csr rates punjab

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

RATES DIRECTORATE COORDINATION & MONITORING DIVISION (WATER) WAPDA HOUSE, LAHORE (Pakistan) January, 2013

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

Rs 1000/-

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

Rs 1000/-

SECTION ION – 1

CARRIAGE OF MATERIAL, LOADING AND UNLOADING

SECTION ION – 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

BRICK WORK

SECTION – 7

STONE MASONRY

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

WOOD WORK

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

SHEET PILING

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 MATERIAL FOR CIVIL WORKS

SECTION – 23

BASIC RATES OF MATERIAL FOR ELECTRIC WORKS

SECTION – 24

BASIC RATES OF LABOUR

SECTION – 25

BASIC RATES OF MACHINERY USAGE

CONTENTS Section

1.

Title

Pages

Preface……………………………………………………………

i

to

iii

Abbreviation & Symbol.………………………………………..

iv

to

v

Conversion Factors…………………………………………….

vi

to viii

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

21.

ELECTRIFICATION……………………………………………

Pages

21-1

to

21-45

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

21-37

to

21-45

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

A-I

A-II B)

Internal Electrification of Building………………….

)

PREFACE 1. The cost of a project directly depends on rates and prices of different items and inputs of a contract, therefore the rates and prices of goods, works and services comprising composite rates set out in the estimate of a contract must be realistic, updated and workable in the country. Since one of the major cost overrun factors is use of incorrect/inappropriate methods of cost estimation; therefore, it is of utmost importance to prepare proper cost estimates on the basis of WAPDA Composite Schedule of Rates (WCSR) or otherwise on the basis of authentic market rates, where WCSR does not 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 methodology and technology. 3. As per instructions of the Authority during 2008, separate Schedule of Rates prepared for ten different areas. These areas termed as zones comprised districts/cities having almost similar range of rates/prices considering remote, hard, hilly terrain, plain and easily accessible areas. 4. The previous WCSR has now been updated in eleven (11) zones keeping in view of fluctuation and unstable costs and prices of materials, high cost of services and machinery. This WCSR-2013 is specifically meant for Zone-2, consists of the following districts/cities: ZONE - 2

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

5. The other zone-wise distribution of districts/cities is as under: ZONE - 1

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

ZONE - 3

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

ZONE - 4

Sukkur, Nawab Shah, Khairpur, Larkana, Jacobabad, Shikarpur, Ghotki, Kambar Ali Khan and Nowshero Feroze

ZONE - 5

Karachi, Hyderabad, Dadu, Jamshoro, Mirpur Khas, Tharparkar, Tando Alah Yar, 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 ZONE-11

Abbotabad, Mansehra, Buttgram, Ballakot and Muzaffarabad (A.J.K) Chitral, Dasu, Gilgit, Besham, Diamer and Sarkadu.

6. WCSR-2013 has been revised by incorporating basic rates of material, labour and machinery usage for the month of November-December 2012, mostly from a subsidiary of Pakistan Engineering Council (PEC), being reliable single source of cost data in the construction industry. Price inflation factor has also been considered where costs of some inputs were not available in order to bring the Schedule rates at prevailing market level. 7. Twenty percent (20%) profit and overhead charges have been included in Rate Analysis of composite rates, whereas three percent (3%) sundry charges have been added only to the labour component of Rate Analysis. These factors have been worked out 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 than Rs 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 for significantly big Contractors and accordingly to have a trustworthy cost estimate. 9. The Composite Items of Rates for each Zone constitute full compensation for the completed items of works in that Zone. In cases where composite items of works do not exist in this Schedule, the special governing conditions like distance from source of supply to the nearest District/City Head Quarter, site of works and cost of availability of water etc. including Contractor’s overhead and profit, shall be considered, in order to prepare realistic composite rates for cost estimates. 10. The rates for items of works not covered by this Schedule shall be prepared and approved by the respective Chief Engineers as non-scheduled items. 11. The general order/arrangement of listing of items has been kept on lines of previous Schedule. Some improvements in different sections have been made in WCSR-2013, whereas some obsolete Items of works have been deleted. 12. The Composite rates and the basic material, labour and machinery usage rates listed in this Schedule are for the purpose of preparation of cost estimates for WAPDA Projects. Therefore, neither the Contractor shall use these rates for making claim nor shall 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 "WAPDA Drafting Standards" for material, labour and machinery usage. 14. The applicability of this Schedule is based on WAPDA Standard Specifications for material and execution of works, 1998 (3 volumes). In case WAPDA Standard Specifications of any work are not given in the WCSR-2013, Standard Specifications issued by Punjab Highway and Building Departments, Public Health Engineering Department, National Highway Authority and C. E. (Design) NTDC may be followed. 15. In case of any question regarding applicability of any particular rate, omission and error, the matter immediately be referred to the Director (Rates), C&M, Water, WAPDA, 527- WAPDA House, Lahore for clarification. The Steering Committee (WCSR) or Director (Rates) cannot accept any legal responsibility or liability for any error or omission that may have been made while preparing the cost data. 16. This Schedule of Rates will be effective from January 1 st 2013 and all orders, instructions and circulars issued by the Authority or any agency there under from time to time on this issue, shall stand repealed.

17. The assignment is completed by the Rates Directorate, C&M Division, Water under the technical support of Steering Committee, which comprises the following: Engr: Muhammad Ali Shah Ex-General Manager (C&M) Water

Convener

Engr: Nasir Hanif Chief Engineer (Civil) CCC WAPDA

Member

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

Member

Engr: Falah-ud-Din Qureshi Manager (Civil) NTDC

Member

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

Secretary

18. Following officers were also involved in the preparation of WCSR-2013 and assisted the Steering Committee: Engr: A.Z.K. Durrani, Manager (Civil), NTDC Engr: Riaz Ali Shah Director , CCC, WAPDA Engr: Safadar Ali Khan Dy. Director Design (CDO) Water Engr: Muhammad Jaffer, Dy. Director (Rates) C&M Water Engr; Javed Iqbal Cheema SDO (Electrical), Building Circle, WAPDA Engr: Umer Farooq Jr. Engineer (Rates) C&M Water 19. The General Manager (C&M) Water would like to acknowledge with gratitude to Mr. Muhammad Hanif, General Manager CCC WAPDA for providing valuable guidance in the preparation of Schedule of Rates and appreciations are placed on record for the work, dedicatedly carried out by Mr. Jawaid Akhtar Latif, Director (Contracts) C&M for updating WCSR-2013. 20. Any suggestion for improvement in the Schedule of Rates would be welcomed.

(Sherin Khan) General Manager (C&M) Water Convenor Steering Committee (WCSR)

Abbreviations & Symbols Abbreviation & Symbol

Description

AASHTO

American Association of State Highway and Transportation Officials

AC

Asbestos Cement

AC

Alternate Current

ACI

American Concrete Institute

ACSR Conductor

Aluminum Conductor Steel Reinforced Conductor

APM

Adjustable Proportionate Module

APM

Absolute Perfect Module

ASTM

American Society for Testing and Materials

B WG

Birmingham Wire Gauge

BC Batten

Bayonet Cap 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

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

CONVERSION FACTORS TO CONVERT

INTO

MULTIPLY BY

LENGTH

Inch

Millimetre

25.400

Millimetre

Inch

0.039

Foot

Metre

0.305

Metre

Foot

3.281

Yard

Metre

0.914

Metre

Yard

1.094

Mile

Kilometre

1.609

Kilometre

Mile

0.621

Canal Mile (5000 ft)

Kilometre

1.524

Kilometre

Canal Mile

0.656

Mile International Nautical (6076.12 ft)

Metre

1,852.000

Mile UK Nautical (6080 ft)

Metre

1,853.180

MASS & WEIGHT

Pound

Kilogram

0.454

Kilogram

Pound

2.205

Ounce

Gram

28.350

Gram

Ounce

0.035

Quintal

Kilogram

100.000

Hundred Weight

Kilogram

50.802

Tonne

Hundred Weight

19.684

Ton

Kilogram

Ton

Tonne

1.016

Tonne

Ton

0.984

Short Ton (2000 lbs)

Tonne

0.907

1,016.046

AREA

Square Inch

Square Millimetre

645.160

Square Millimetre

Square Inch

0.002

Square Foot

Square Metre

0.093

Square Metre

Square Foot

10.764

Square Yard

Square Metre

0.836

Square Metre

Square Yard

1.196

Acre

Square Metre

Acre

Hectare

0.405

Hectare

Acre

2.471

Hectare

Square Metre

Square Mile

Square Kilometre

4,046.856

10,000.000 2.590

TO CONVERT

INTO

MULTIPLY BY

Square Kilometre

Square Mile

0.386

Square Mile

Hectare

Hectare

Square Mile

0.004

Gallon (Imperial)

Litre

4.546

Cubic Foot

Litre

28.317

Cubic Metre

Litre

1,000.000

Litre

Cubic Foot

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

Foot Per Second

Metre Per Second

0.305

Foot Per Minute

Metre Per Second

0.005

Foot Per Second

Kilometre Per Hour

1.097

Kilometre Per Hour

Foot Per Second

0.911

Mile Per Hour

Metre Per Second

0.477

Kilometre Per Hour

Mile Per Hour

0.621

Mile Per Hour

Kilometre Per Hour

1.609

Kilogram Force

Newton

9.807

Pound Force (Avoirdupois)

Newton

4.448

Ton Force

Kilo Newton

9.964

Newton

Pound Force

0.225

Kilo Newton

Ton Force

0.100

258.999

CAPACITY & VOLUME

0.035

VELOCITY/SPEED

FORCE

FORCE PER UNIT LENGTH

Pound 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

TO CONVERT

INTO

MULTIPLY BY

Ton Force Per Square Inch

Mega Pascals

15.4443

Mega Pascals

Pound Per Square Inch

145.038

MASS PER UNIT LENGTH

Pound Per Foot

Kilogram per Metre

1.488

Kilogram Per metre

Pound Per Foot

0.672

Ton Per Mile

Tonne Per Kilometre

0.631

MASS PER UNIT AREA

Ton Per Square Mile

Kilogram Per Square Kilometre

392.298


Kilogram per Square Metre

4.882

Kilogram Per Square Metre


0.205

MASS PER UNIT VOLUME

Pound Per Cubic Foot

Kilogram Per Cubic Metre

16.019


Grams Per Litre

16.019

Kilogram Per Cubic Metre


0.062

Gram Per Litre


0.062

Cubic Foot Per Second (Cusec)

Cubic Metre Per Second (Cumecs)

0.028

Cubic Foot Per Second (Cusec)

Litre Per Second

28.317

Gallon Per Minute

Litre Per Second

0.076

Cubic Foot Per Thousand Acres

Litre Per hectare

0.069

Cubic Foot Per Thousand Acres

Cubic Metre Per Square Kilometre

0.007

Gallon Per Mile

Litre Per Kilometre

2.825

Mile Per Gallon

Kilometre Per Litre

0.354

Radian

0.017

VOLUME/RATE OF FLOW

FUEL CONSUMPTION

PLANE ANGLE

Degree 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, MATERIAL, LOADING AND UNLODING

SECTION-1 CARRIAGE OF MATERIAL, LOADING AND UNLOADING (A) Sr. No. 1 1.

Carriage of Material including Loading and Unloading Description

Unit

2

3

Rate (Rs) 4

Carriage of 3.0 cum or 5 metric tons of all material like earth, th, silt, sand sand,, ston stone e aggr aggre egate gate spawl, spawl, coal, coal, lime, lime, surkhi. surkhi. Steel girders, M.S. sheets, M.S. Bars etc. or 4.25 cum of timber or 3.75 metric tons of fuel wood by truck or any other means. Upto 50 m

50 m

111.79

50 m to 500 m

50 m

15.82

500 m to 1 km

50 m

11.65

1st km

km

353.27

2nd km

Specifica ication

Remark

5

6

1.1 (30 m lead lead is converted into 50 m)

Cement in bags not considered under this item.

Over one km; km

64.31

rd

km

56.86

th

4 km

km

51.84

5th km

km

47.22

6th km

km

45.01

km

42.01

3 km

th

7 and subsequent km kms. 2.

-do-

Carriage of 1000 Nos. bricks 225 x 113 x 75 mm (9” (9” x 4½” x 3”) stan tandard size. Upto 50 m

50 m

90.33

50 m to 500 m

50 m

13.22

500 m to 1 km

50 m

9.77

Over one km; 1st km

km

285.96

2nd km

km

52.05

3rd km

km

46.02

4 km

km

42.01

5th km

km

38.19

6th km

km

36.37

7th and subsequent km kms.

km

33.97

th

3.

-do-

Carriage of 1000 No. tiles 225 x 113 x 38 mm (9”x4½”x1½”) U t 50

50

56 27


Sr. No. 1

Description

Unit

2

3

Rate (Rs) 4

50 m to 500 m

50 m

6.87

500 m to 1 km

50 m

5.07

Specifica ication

Remark

5

6

Over one km; 1st km

km

148.31

km

km

26.92

3rd km

km

23.91

4th km

km

21.71

5th km

km

19.90

6 km

km

18.89


km

17.68

2

nd

th

4.

1.1

Carriage of cement in bags bags (50 (50 kgs) kgs).. Upto 50 m

50 m

1.27

50 m to 500 m

50 m

0.18

500 m to 1 km

50 m

0.13

1st km

km

3.61

2nd km

km

0.61

3rd an and subsequent kms

km

0.61

Over one km;

5.

-do-

Carriage of 100 No. empty cement bags including bundling. Upto 50 m

50 m

1.36

50 m to 1 km

50 m

0.61

km

11.46

km

4.83

km

2.21

Over one km; 1st km 2

nd

th

to 6 km

7th and subsequent kms. 6.

-do-

Carriage of 3.0 cum of Sarkanda or pilchi, Frash or brush brush wood wood by boat boat or road. Upto 50 m

50 m

19.82

50 m to 500 m

50 m

3.19

500 m to 1 km

50 m

2.36

1st km 2nd km 3rd to 6th km

km km km

59.69 9.85 8.84

7th and subsequent kms.

km

4.43

Over one km;

Measured in the shape of compact round bundles and of the size specified for work.


Sr. No. 1 7.

Description

Unit

2

3

Rate (Rs) 4

Specifica ication

Remark

5

6

1.1

Carriage of light mach machiinery nery weigh ighing ing upto 1000 kg. Upto 50 m

50 m

155.24

50 m to 1 km

50 m

10.43 298.62

2nd km

km km

3rd km

km

46.02

4th km

km

34.96

5 km

km

34.96

6th km

km

24.12

7th and subseq subsequent uent kms.

km

16.48

For machi machines nes weighing weighing 1000 to 1500 1500 kgs rate rate be be increased by 50% and for machines, weighing weighing 1500 to 3000 kgs rate be increased increased by 100%.

Over one km; 1st km

th

8.

46.02

-do-

Carriage of small consignment weighing upto upto 250 kg (job (job rate rates) s) Upto 50 m

50 m

20.06

50 m to 1 km

50 m

1.68

km

46.02

km

7.64

Over one km; 1st km 2 9.

10. 10.

nd

and subsequent km kms

-do-

Carriage of Bitumen, Tar or other lubricants in Drums (1000 Kg) Upto 1st km

km

49.23

2nd km

km

18.69

3rd and subseque subsequent nt kms

km

12.05

Carr Carria iage ge of Asbe Asbest sto os Cement pipes BSS Class 'B' with cement joints and rub rubber ber rin ring, inclu cluding ing loading unloading and stacki stacking ng (Ra (Rate te per per 30 30 m pipes).

1.1 1.1 to to 1.2 1.2 which ever is applicable

i) 75 mm Ø Upto 50 m

50 m

4.83

50 m to 500 m

50 m

0.83

500 m to 1 km

50 m

0.61

1st km

km

14.75

2nd km

km

1.60

km

1.60

Over one km;

rd

3 km

For consignments weighing weighing 250 to 500 kgs rate rate be be increased by 50% and for consignments, weighi weighing ng 500 to 1000 kgs rate be increased increased by 100%.


Sr. No. 1

Description

Unit

2

3

Rate (Rs) 4

4th km

km

1.20

5th km

km

1.20

th

km

1.20

th

km

0.61

Upto 50 m

50 m

5.90

50 m to 500 m

50 m

0.96

500 m to 1 km

50 m

0.71

1st km

km

17.22

2nd km

km

2.21

3rd km

km

1.60

4th km

km

1.60

5 km

km

1.60

6th km

km

1.60


km

0.63

Upto 50 m

50 m

8.30

50 m to 500 m

50 m

1.49

500 m to 1 km

50 m

1.09

km

26.22

km

km

5.42

3 km

km

2.81

4th km

km

2.21

5th km

6 km 7 and subsequent kms.

ii) 100 mm Ø

Over one km;

th

iii) 150 mm Ø

Over one km; 1st km 2

nd rd

km

2.21

th

km

2.21

th

km

1.20

Upto 50 m

50 m

14.86

50 m to 500 m

50 m

2.50

500 m to 1 km

50 m

1.85

1st km

km

44.86

2nd km

km

5.02

3rd km

km

5.02

4 km

km

3.82

5th km

km

3.82

6th km

km

3.21

k

1 60


iv) 200 mm Ø

Over one km;

th

7th

d

b

tk

Specifica ication

Remark

5

6


Sr. No. 1

Description

Unit

2

3

Rate (Rs) 4

v) 250 mm Ø Upto 50 m

50 m

23.14

50 m to 500 m

50 m

3.93

500 m to 1 km

50 m

2.90

1st km km

km

70.31

2nd km km

km

8.23

3rd km k m

km

7.03

4 km km

km

6.63

5th km km

km

5.42

6th km km

km

5.42

7th an and subsequent kms.

km

2.81

Upto 50 m

50 m

31.43

50 m to 500 m

50 m

5.33

500 m to 1 km

50 m

3.93

1st km

km

95.07

2nd km

km

10.85

3 km

km

9.85

4th km

km

8.84

5th km

km

7.64

6th km

km

7.03

km

7.03

Upto 50 m

50 m

60.70

50 m to 500 m

50 m

10.30

500 m to 1 km

50 m

7.59

Over one km;

th

vi) 300 mm Ø

Over one km;

rd

th

7 and subsequent km kms.

vii) 400 mm Ø

Over one km; 1st km

km

183.56

km

km

21.31

3rd km

km

19.09

4th km

km

16.48

5th km

km

14.87

6 km

km

14.26


km

7.64

2

nd

th

viii) 450 mm Ø Upto 50 m

50 m

103.49

50 m to 500 m

50 m

17.59

500 m to 1 km

50 m

12 95

Specifica ication

Remark

5

6

SECTION – 1 CARRIAGE OF MATERIAL, LOADING AND UNLODING

Sr. No. 1

Description

Unit

2

3

Rate (Rs) 4

Specification

Remark

5

6

Over one km; 1st km

km

312.96

km

km

36.17

3 km

km

32.75

4th km

km

28.53

5th km

km

25.72

6th km

km

24.12

km

13.06

Upto 50 m

50 m

113.95

50 m to 500 m

50 m

19.37

500 m to 1 km

50 m

14.25

2

nd rd

th

7 and subsequent kms.

ix) 508 mm Ø

Over one km; 1st km

km

323.13

2nd km

km

39.67

3rd km

km

35.92

4th km

km

31.30

th

km

28.22

th

6 km

km

26.46


km

14.33

Upto 50 m

50 m

129.05

50 m to 500 m

50 m

21.93

500 m to 1 km

50 m

16.14

5 km

x) 600 mm Ø

Over one km; 1st km

km

366.07

2nd km

km

44.81

3rd km

km

40.39

th

km

35.57

th

5 km

km

31.75

6th km

km

29.54


km

16.48

4 km

11.

Carriage of PVC pipes BSS Class 'B', ‘C’, ‘D’ and ‘E’ including loading unloading and stacking (Rate per 300 m pipes)

i) 50 mm Ø Upto 50 m 50 m to 500 m 500 m to 1 km

1.1 to 1.2 which ever is applicable

50 m

11.40

50 m

1.93

50 m

1 42


Sr. No. 1

Description

Unit

2

3

Rate (Rs) 4

Over one km; 1st km

km

32.28

km

km

3.98

3 km

km

3.62

4th km

km

3.62

5th km

km

2.66

6th km

km

2.66

km

1.33

Upto 50 m

50 m

18.86

50 m to 500 m

50 m

3.20

500 m to 1 km

50 m

2.36

1st km

km

53.48

2nd km

km

6.51

3rd km

km

5.91

4th km

2

nd rd

th


ii) 63 mm Ø

Over one km;

km

5.30

th

km

4.58

th

6 km

km

4.22


km

2.29

Upto 50 m

50 m

27.50

50 m to 500 m

50 m

4.67

500 m to 1 km

50 m

3.44

1st km

km

78.01

2nd km

km

9.52

3rd km

5 km

iii) 75 mm Ø

Over one km;

km

8.56

th

km

7.60

th

5 km

km

6.87

6th km

km

6.27


km

3.62

Upto 50 m

50 m

38.91

50 m to 500 m

50 m

6.61

500 m to 1 km

50 m

4.87

4 km

iv) 100 mm Ø

Over one km; 1st km

km

110.37

2nd km

km

13.51

Specification

Remark

5

6


Sr. No. 1

Description

Unit

2

3

rd

Rate (Rs) 4

3 km

km

12.18

4th km

km

10.49

5th km

km

9.52

6th km

km

8.92

km

4.94

Upto 50 m

50 m

68.78

50 m to 500 m

50 m

11.69

500 m to 1 km

50 m

8.61

th


v) 125 mm Ø

Over one km; 1st km

km

195.08

2nd km

km

23.99

3rd km

km

21.70

4th km

km

17.12

5 km

km

15.80

6th km

km

14.95


km

12.05

Upto 50 m

50 m

101.67

50 m to 500 m

50 m

17.28

500 m to 1 km

50 m

12.73

th

vi) 150 mm Ø

Over one km; 1st km

km

288.39

km

km

35.45

3 km

km

32.19

4th km

km

27.98

5th km

2

nd rd

km

24.95

th

km

23.27

th

km

12.78

Upto 50 m

50 m

161.57

50 m to 500 m

50 m

27.46

500 m to 1 km

50 m

20.22


vii) 200 mm Ø

Over one km; 1st km

km

458.24

km

km

56.04

3rd km

km

50.92

4th km

2

nd

km

44.29

th

km

39.88

th

km

37.08

5 km 6 km

Specification

Remark

5

6


Sr. No. 1

Description

Unit

2

3

th


Rate (Rs) 4

km

20.23

Upto 50 m

50 m

255.11

50 m to 500 m

50 m

43.37

500 m to 1 km

50 m

31.93

viii) 250 mm Ø

Over one km; 1st km

km

723.62

km

km

88.48

3rd km

km

80.41

4th km

2

nd

km

69.99

th

km

62.79

th

6 km

km

58.81


km

32.76

Upto 50 m

50 m

363.07

50 m to 500 m

50 m

61.70

500 m to 1 km

50 m

45.43

5 km

ix) 300 mm Ø

Over one km; 1st km

km

1029.76

2nd km

km

125.92

3rd km

km

114.43

th

km

99.54

th

5 km

km

89.61

6th km

km

83.33


km

45.45

Upto 50 m

50 m

462.71

50 m to 500 m

50 m

78.66

500 m to 1 km

50 m

57.92

4 km

x) 350 mm Ø

Over one km; 1st km

km

1312.48

2nd km

km

160.48

3 km

km

145.85

4th km

km

126.94

5th km

km

113.88

6th km

km

106.67

km

59.41

rd

th


Specification

Remark

5

6


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 any shall be proportionate to the increase or decrease in the weight, volume or labour involved.

2

The rates are applicable to carriage of materials on pacca roads only. For kacha roads an allowance of extra 25% shall be allowed for 2nd and subsequent Kilometre rates. Rates upto 1st 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 Kilometres covered.

4

In case of articles longer than 4.50 m carried in trucks, the following rates shall be allowed as under: a) Above 4.50 to 7.50 m :- Total rate to be paid for 4.50 m to 7.50 m length will be 1.5 times the rates given in the Composite Schedule of Rates. b) Above 7.50 m :- The total rates to be paid for above 7.50 m length will be 2 times of the rate given in Composite Schedule of Rates.

5

The term Kilometre wherever used is to mean statute Kilometre.

6

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


(B)

Loading, Unloading and Stacking

Sr. Description No. 1 2 1. Loading or unloading earth, sand, silt, Shingle, surkhi, ashes, kankar, brick ballast, coal, and lime etc. laid/piled and stacked lead within 30m. 2.

Unit 3 cum

Rate (Rs) 4 100.88

Loading or unloading bricks/tiles properly laid and stacked lead within 30 m.

Specification

Remark

5 1.2

6

-do-

a) 225 mm or larger.

1000 no

378.39

b) smaller than 225 mm.

1000 no

302.63

3.

Loading or unloading cement in bags and stacking within 30 m.

100 bags

378.39

-do-

4.

Loading or unloading empty cement bags and stacking.

100 bags

36.37

-do-

5.

Loading or unloading white lime in bags and stacking within 30 m.

1000 kg

60.89

-do-

6.

Loading or unloading structural steel, steel joist and other steel items.

1000 kg

181.66

-do-

7.

Loading or unloading up to 225 litres drum full, lead upto 30 m.

each

24.31

-do-

8.

Loading or unloading packages or stocks all sorts upto 50 kg (except cement, jute or paper bags).

each

12.05

-do-

9.

Loading or unloading timber logs or timber for shuttering of any gauge including stacking lead within 30 m.

1000 kg

85.41

-do-

10.

Loading or unloading bhoosa lead upto 45 m.

100 kg

24.31

-do-

11.

Loading or unloading timber scrap or wooden plugs and stacking with 30 m.

1000 kg

151.32

-do-

12.

Loading or unloading pitching stone or spawl of any gauge (clear distance

cum

226.98

1.2


Sr. Description No. 1 2 13. Loading or unloading building stone (clear distance 1.50m). 14.

3 cum

Unloading oil, bitumen, tar etc. a) Crude oil (to be pumped 1000 litre from tank into tank

Rate (Rs) 4 302.64

cum

33.13

d) Fuel oil from tank drums including stacking within 30 m

1000 kg

138.45

e) Petrol (9 litre tin)

100 no

190.70

f) Kerosine oil (16 litre)

100 no

380.80

c) Crude oil materials

Removing and stacking within 30 m a) Stones, spawls, brick bats, shingle, sand, lime surkhi, ashes, kankar & coal etc.

Remark

5 -do-

6

84.00 84.00

(drained by

Specification

-do-

1000 litre

b) Crude oil gravity)

15.

Unit

-docum

53.45

b) Bricks

1000 no

438.87

c) Steel girders, rails, pipes, cement etc.

1000 kg

229.98

d) Broad gauge sleepers.

wooden

100 no

2421.65

e) Metre gauge or narrow gauge wooden sleepers.

100 no

1383.34

f)

crossing

100 no

808.23

16.

Loading steel girders, rails, iron work, MS bars, pipes etc. lead 30 m and stacking.

1000 kg

193.71

-do-

17.

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

1000 kg

96.86

-do-

18.

Loading wooden broad gauge sleepers including lead 30 m and stacking.

100 no

605.47

-do-

19.

Unloading wooden broad gauge sleepers including lead 30 m and stacking.

100 no

302.63

1.2

Bridge timber.

and


Sr. Description No. 1 2 20. Loading wooden metre/ narrow gauge sleepers including lead upto 30 m and stacking.

3 100 no

Rate (Rs) 4 332.97

Unit

Specification

Remark

5 -do-

6

21.

Unloading wooden metre/ narrow gauge sleepers including lead upto 30 m and stacking.

100 no

160.36

-do-

22.

Loading bridge and crossing timber including lead upto 30m and excluding stacking.

cum

100.88

-do-

23.

Unloading bridge and crossing timber including lead upto 30m and excluding stacking.

cum

53.45

-do-

SECTION – 2 EARTHWORK (EXCAVATION AND EMBANKMENT )

SECTION-2 EARTHWORK (EXCAVATION AND EMBANKMENT) Sr. No. 1 1.

Description

Unit

2

3

Earthwork excavation undressed lead of a single throw of shovel. a) In ashes, sand, soft soil or silt clearance b) In ordinary soil.

2.

Earthwork excavation in ashes, sand and soft soil or silt clearance, undressed lead upto 30 m.

3.

Borrow pit excavation undressed lead upto 50 m. a) Ordinary soil b) Hard soil

4.

5.

6.

Excavation in shingle or gravel formation and rock not requiring blasting undressed lead upto 50 m. a) Dry

Rate (Rs) Labour Composite 4 5

cum

78.31

cum

94.33

cum

115.10

cum cum

-do-

b) Wet

cum

460.98

c) In flowing water

cum

586.75 -do-

cum

171.80

b) Hard soil

cum

205.62

c) Very hard soil

cum

241.22

d) Shingle and gravel formation

cum

449.34

.

-do-

146.54 180.36

398.09

Excavation in rock dressed to designed section, grades and profiles, excavated material disposed off within lead of 50 m and lift upto 1.5 m.

2.1 to 2.8 which ever is applica ble

-do-

cum

Earthwork excavation in irrigation channels, drains etc., dressed to designed section grades and profiles, excavated material disposed off and dressed within lead of 30 m. a) Ordinary soil

Specifi cation 6

-do-

.

Remark 7


Sr. No. 1

7.

Description

Unit

2 a) Soft rock slate, shale schist or laterite work with pick and crow bar. b) Medium hard rock requiring occasional blasting.

3 cum

Grade-I Grade-II Grade-III Grade-IV Grade-V Grade-VI

8.

Excavation in hard rock requiring blasting but blasting prohibited and disposal of excavated material (blasted material) upto 30 m lead (including dressing and leveling to designed section etc. complete).

9.

Extra for every 15m additional lead or part thereof upto a lead of 1 km.

11.

639.02

Specifi cation 6

2.1 to 2.8 which ever is applica ble

cum cum cum cum cum cum

369.40 400.96 479.71 535.47 592.56 639.05

cum

a) For earth work (soft, ordinary, hard and very hard).

cum

3.56

b) For gravel shingle or rock.

cum

4.15

Re-handling of earthwork a) Lead upto single throw of shovel.

cum

52.21

b) Upto a lead of 30 m.

cum

73.57

Re-handling of gravel work or excavated rock lead upto 30 m.

cum

209.43

Remark 7

661.15

Excavation in hard rock requiring blasting and disposal of excavated material (blasted material) up to 30 m lead (including dressing and leveling to designed section etc. complete) i) ii) iii) iv) v) vi)

10.

cum

Rate (Rs) Labour Composite 4 5 524.65

Reduce the rate by 10% if the excavated section is not dressed or leveled to designed section.

391.53 437.92 523.97 587.03 651.65 705.44 -do-

Add 100% to the rate as applicable in item 7.

-do-

Carriage of material will be paid for lead more than 1 km.

-do-

-do-


Sr. No. 1 12.


Specifi cation 6 2.1 to 2.8 which ever is applica ble

Description

Unit

2 Dressing and leveling of earthwork to designed section complete.

3

a) Ashes, sand, silt or soft soil.

cum

7.43

b) Ordinary or hard soil.

cum

15.37

c) Gravel work or soft rock (not requiring blasting).

cum

29.77

13.

Refilling the excavated stuff in trenches in 150 mm thick layers including watering, ramming to compaction etc., complete.

cum

192.82

-do-

14.

Dowel dressing of canal banks, marginal bunds, and flood protection bunds.

m

8.87

-do-

15.

Earthwork compaction (soft, ordinary or hard soil) a) Laying earth in 150 mm layers / leveling dressing and watering for compaction etc. complete.

Remark 7

-docum

27.67

36.85

As per ASTMD698 / AASHTO-T99 or as specified by the Engineer.

b) Compaction by roller. i) Soft or sandy soil

cum

35.94

40.71

ii) Ordinary soil

cum

42.44

47.21

iii) Hard soil

cum

47.19

51.96

iv) Admixture of shingle

cum

53.68

58.45

c) Ramming earthwork (all type of soil)

cum

31.44

d) Ramming earthwork behind retaining wall.

cum

42.12

16.

Excavation in puddling slush including dewatering through mechanical means and arrangements.

cum

167.90

17.

Earthwork excavation in open cutting upto 1.5 m depth for storm water channels, drains, salluge

196.04

-do-

-do-


Sr. No. 1

18.

Unit

2 drains in open areas, roads, streets, lanes including under pinning of walls and shoring to protect existing works, shuttering and timbering to trenches, dressing sides to true alignment, shape, dimensions and level to correct limit and grade, removal of surface water from trenches, back filling and surplus excavated material disposed off and dressed within 30 m. i) In ordinary soil

3

cum

184.34

ii) In hard soil

cum

198.02

iii) Gravel and shingle formation

cum

287.17

Excavation in open cutting for sewer and manholes as shown in drawing, dressing to correct section and dimension according to template and levels and removing surface water in all types of soil shingle, gravel and rock. i) 0 – 2.0 m ii)

2.0 - 4.5 m

iii) above 4.5 m 19.

Providing and fixing open shuttering and timbering for item 20 and removing of timbering after completion of job. i) 0 – 2.0 m ii)

2.0 - 4.5 m

iii) above 4.5 m 20.


Description

Excavation of trenches for water supply pipe lines in all kinds of soil, hard, average or soft Upto 1.5 m depth from ground level, including trimming, dressing sides, leveling the bed of trench


-do-

cum

183.17

cum

251.55

cum

335.20 -do-

sqm

39.45

194.05

sqm

49.84

255.29

sqm

56.06

312.38

cum

188.66

-do-

Remark 7


Sr. No. 1

Description

Unit

2

3


to correct grade and cutting in pits for joints. 21.

Earthwork in small rain water drains, along canal banks, roads, and plantation drains, dressed etc.

22.

Excavation in foundation of buildings, bridges and other structures including dibbling dressing, refilling around structure with excavated earth, watering and ramming lead upto 30 m and lift upto 1.5 m. a) In sand, ashes or loose soil.

m

1.78


-do-

cum

193.16

b) In ordinary soil.

cum

226.92

c) In hard soil or soft soil

cum

254.18

23.

Cutting hard rock such as granite, ballast, hard lime stone or sand-stone etc. with chisels and hammers for small foundations.

cum

1538.69

1724.66

-do-

24.

Extra for excavation requiring shoring.

cum

28.77

63.74

-do-

25.

Filling watering and ramming earth under floors with surplus earth from foundation.

cum

102.59

-do-

26.

Filling watering and ramming earth under floors with new earth (excavation from outside) lead upto 30 m and lift upto 1.5 m.

cum

173.51

-do-

27.

Filling and compacting soil, earth and boulders behind retaining walls (including excavation of soil and lead upto 30 m).

cum

229.54

-do-

28.

Dressing of banks ground surface.

sqm

9.38

-do-

29.

Dag belling 75 mm deep.

1325.99

-do-

or

km

Remark 7


Sr. No. 1 30.

31.

32.

Description

Unit

2 Turfing slopes of banks or lawns with grass sods including plugging, laying, setting and watering (turf got from within a distance of 10kms and maintenance for 15 days).

3 sqm

Berm cutting a) Lead upto a single throw of shovel. b) Upto 30 m. Both sides Berm trimming including channel 1.0 m wide: a) Upto 1.0 m depth b) From 1.0 - 1.5 m depth


cum

94.33

cum

146.54

5321.32 7059.36

c) From 1.5 - 2.5 m depth

km

11194.9 8

33.

Plugging and leveling borrow pits (area ploughed to be measured)

hectare

5627.24

34.

Making boundary service roads including dag belling, leveling and dressing in unplugged land: a) From 3.0 to 6.0 m wide

35.

36.

m

31.85

m

43.40

Earthwork by boat. a) Digging and loading into boat upto 15 m.

cum

157.22

b) Carriage by boat upto 300 m.

cum

63.07

c) Extra for distance beyond 300 m per 30 m.

cum

4.16

d) Unloading earth from boats.

cum

73.57

Unloading trucks.

cum

62.89

earth

from

Remark 7

-do-

-do-

km km

b) From 6.0 to 12.0m wide


-do-

-do-

Extra Rs.15 may be paid for ploughed land.

-do-

For ordinary soil.

-do-


Sr. No. 1 37.

Description

Unit

2 Termite proofing with approved chemicals.

3


i)

Pre Construction:

sqm

46.87

130.49

ii)

Post Construction:

Per hole

51.62

118.52

Specifi Remark cation 6 7 2.1 to 2.8 which ever is applica Drilling depth 450-600 mm ble

EARTHWORK BY MECHANICAL MEANS 38.

39.

Excavation in all kind of Ordinary Soil/Borrow area under following condition dressed to designed level, section, grades, and profile within 100 m lead as directed by the Engineer.

Borrow area to be approved by the Engineer/ Employer .

i)

Dry

cum

68.86

ii)

Dry and wet

cum

73.92

Excavation in all kind of Ordinary soil in drains and irrigation channels under following condition dressed to designed level, section, grades, and profile within 100 m lead as directed by the Engineer. i)

Wet and slush (1:1)

cum

82.95

ii)

Wet and slush (1:2)

cum

86.72

iii)

Slush

cum

90.81

iv) Under water

cum

114.59

40.

Extra for Item 38 & 39; for every 15 m additional lead or part thereof upto a lead of 1 km.

cum

6.21

41.

Earthwork in ordinary soil for embankment lead up to 50 m including plugging and mixing with blade or disc harrow or other suitable equipment and compaction by mechanical means at optimum moisture contents and dressing to designed section,

Carriage of material will be paid for lead more than 1 km. As per ASTMD1557 / AASHTO-T180 or as specified by the Engineer.


Sr. No. 1

Description

Unit

2

3


Specifi cation 6

Remark 7

complete in all respects. i. More than 95% of dry density.

cum

42.44

89.30

ii. 90% to 95% of dry density.

cum

42.44

85.47

CONVERSION TABLE In the case of earthwork measurement where extra lead is to be paid for lift the method will be as follows: The lift will be measured from the centre of gravity of the excavated earth to that of placed earth. This will 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 the difference in level between the centre of gravity of the excavated earth and the top of the spoil bank omitting the dowel. The equivalent leads for various means lifts are given below: Lift in Meters 0.5 1.0 1.5 2.0

Conversion factor

Equivalent Horizontal lead in Meters 4

8

8 15

10

20

2.5 3.0

25 36

3.5

47 r

60 e

75 ni

92

+

2

4.0 et

4.5 M

5.0 i

tf

110 x

130 2.

152

5.5 L

6.0 8

6.5 3

7.0

175

7.5 8.0

200 216

8.5

230

9.0

27

243

9.5

257

10.0

270

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

SECTION – 3 DISMANTLING (DEMOLITION )

SECTION- 3 DISMANTLING (DEMOLITION) 1.

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

2.

The composite rates constitute full compensation for the completed items of the works as per drawings, specifications and instructions of Engineer Incharge including all labour and material/equipment required for the finished work.

Sr. No. 1

Description

Unit

2

3


Specifi cation 6

Remark 7

STONE WORK

1.

Dismantling masonry.

stone

cum

177.98

3.1 to 3.3

2.

Dismantling masonry in mortar.

stone cement

cum

625.23

-do-

3.

Dismantling dry spall pitching.

stone

cum

314.44

-do-

4.

Dismantling stone or spall pitching and apron in silted condition.

cum

521.32

-do-

5.

Dismantling stone pitching cement grouted.

cum

834.24

-do-

6.

Dismantling stones in:

7.

dry

-do-

a) Wooden crates.

cum

416.82

b) Wire crates

cum

521.32

cum

421.29

-do-

Dismantling stone ware drain including base concrete. BRICK WORK

8.

Dismantling masonry.

dry

brick

cum

177.12

-do-

9.

Dismantling brick work in cement mortar.

cum

886.19

-do-

10.

Dismantling wall.

cum

208.41

-do-

-do-

perforated

CONCRETE

11.

Dismantling concrete

cement

cum

573.28

12.

Dismantling cement concrete block masonry.

cum

781.69

Add extra 15%, 30% & 50% on labour rate only for 2nd, 3rd, 4th and subsequent floors respectively against items No.3, 10, 11, 12, 14, 15, 18, 19, 24, 25, 33, 39, 40 and 41.


Sr. No. 1


Specifi cation 6

Description

Unit

2

3

Dismantling cement concrete under water.

cum

2189.20

3.1 to 3.3

14. a) Dismantling cement concrete plain 1:4:8

cum

1146.56

-do-

b) Dismantling cement concrete plain 1:3:6.

cum

1876.29

-do-

c) Dismantling cement concrete plain 1:2:4

cum

2293.70

-do-

d) Dismantling cement concrete with brick aggregate

cum

625.23

-do-

e) Dismantling D.P.C. of cement concrete 40mm thick and clearing the site etc

cum

312.91

-do-

Dismantling cement concrete reinforced separating reinforcement from concrete cleaning and straightening the same.

cum

3753.17

-do-

sqm

38.38

-do-

13.

15.

ROOFING

16.

Dismantling roofing.

G.I.

17.

Dismantling roof of wooden planks and battens.

sqm

45.09

-do-

18.

Dismantling asbestos sheets and ridge coping.

sqm

53.60

-do-

19.

Dismantling roofing.

tile

sqm

95.05

-do-

20.

Dismantling wooden ceiling above 6m height in difficult position, including lifting with care and special scaffolding along live electric wires and with machines underneath.

sqm

172.94

-do-

21.

Dismantling jack arch roofing including removal of joists.

sqm

127.56

-do-

brick

sheet

Remark 7


Sr. No. 1

22.


Specifi cation 6

Description

Unit

2

3

a) Stripping and stacking slates or tiles from the truss roofing.

sqm

107.83

3.1 to 3.3

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

sqm

74.46

-do-

sqm

53.99

-do-

sqm

80.09

-do-

FLOORING

23.

Dismantling brick concrete flooring.

or

24.

Dismantling tile flooring.

25.

Disjointing R.C.C. pipes inside the trench and dismantling and removing the pipes from the trench and stacking them outside.

-do-

a) 150 to 300 mm Ø

m

24.32

b) 300 to 600 mm Ø

m

33.82

c) 600 to 900 mm Ø

m

43.90

d) Above 900 mm Ø

m

42.52

26. a) Removing door, window and frame.

no

272.91

-do-

c) Removing Windows and sky light with frame.

no

196.77

-do-

27.

Removing ventilators and wooden sunshades etc.

no

98.39

-do-

28.

a) Dismantling wooden beams upto 3.5m in length

no

148.32

-do-

b) Dismantling wooden beams from 3.5m to 7.0 m length

no

296.64

-do-

29.

Dismantling wooden partition jaffery work.

sqm

37.38

-do-

30.

Dismantling trusses.

wooden

kg.

10.33

-do-

31.

Dismantling wooden palisade fencing.

m

97.89

-do-

WOODWORK

Remark 7


Sr. No. 1

Description

Unit

2

3


Specifi cation 6

IRON WORK

32.

Dismantling iron work of trusses, sheds, water tanks, etc.

kg.

10.48

3.1 to 3.2

33.

Dismantling rolled steel beams, iron grill or iron rail etc.

kg.

4.75

-do-

34.

Dismantling tees, bends or sluice valves upto 300 mm Ø.

each

45.94

-do-

35.

Dismantling all type of wire fencing including rolling wires into bundles and collecting materials.

m

17.21

-do-

sqm

25.51

-do-

36.

MISCELLANEOUS Dismantling wire netting of tennis courts and frame work.

37.

Dismantling cloth ceiling and supporting timber.

sqm

48.06

-do-

38.

Dismantling and removing road metalling.

cum

418.86

-do-

39.

Removing cement plaster.

sqm

25.51

-do-

a) Whitewash or colour wash.

sqm

16.02

-do-

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

sqm

48.06

-do-

41.

Dismantling glazed encaustic tiles etc.

sqm

169.25

-do-

42.

Scraping boulders.

cum

733.29

-do-

43.

Cleaning mortar of old stones to be reused in masonry.

cum

366.65

-do-

SCRAPING 40.

or

Remark 7

SECTION – 4 MORTAR

SECTION- 4 M O R T A R Dry material required for 1.00 cum Wet (including wastage) mortar . Cement (50 kg bag)

Quantity Sand (cum)

1:2

13.64

0.97

1:3

10.23

1.09

1:4

8.19

1.16

1:5

6.80

1.21

1:6

5.85

1.24

1:7

5.12

1.27

1:8

4.55

1.29

1:1½:3

7.802

0.415

0.829

1:2:4

6.130

0.434

0.869

1:3:6

4.290

0.456

0.912

1:4:8

3.300

0.468

0.935

1:5:10

2.682

0.475

0.950

Sr. No

Ratio of Mortar

1.

Cement Sand

2.

Aggregate (cum)

Cement Concrete

Wet mortar required for 1.00 cum masonry Sr.No.

Mix

1.

Brick Masonry (Cement Sand)

2.

Stone Masonry (Cement Sand) a) Random rubble, uncoursed Foundation and plinth

Quantity

0.250 cum (25%)

0.464 cum (46%)

Super structure

0.393 cum (39%)

Coursed

0.357 cum (36%)

b) Ashler block masonry

0.214 cum (21%)

c) Ashler fine masonry

0.214 cum (21%)

Note: 1)

Cement

1.0 cum contains (1290-1540) kg

2)

Sand


3)

Aggregate


SECTION – 5 CONCRETE

SECTION- 5 C O N C R E T E 1.


2.


Sr. No. 1

1.

2.

3.

Description

Unit

2

3


Cement concrete with brick or stone ballast 40 to 50mm size in foundation and plinth. Ratio: a) 1:3:6

cum

1234.54

4800.51

b) 1:4:8

cum

1234.54

4091.72 -do-

Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering. Ratio: a) 1:½:3

cum

1690.27

7628.62

b) 1:2:4

cum

1690.27

6748.05

c) 1:3:6

cum

1690.27

6010.45

d) 1:4:8

cum

1690.27

5280.98

Reinforced cement concrete work using coarse sand except the cost of steel reinforcement and its labour for bending and binding. This rate also includes all kinds of forms moulds; lifting shuttering, curing, rendering and finishing the exposed surface (including screening and washing of shingle). a) In-situ in roof slabs, beams, columns, rafts, lintels and other structural members complete in all respect.

Specifi cation 6 5.6

5.6 & 5.10

Remark 7


Sr. No. 1


Description

Unit

2

3

i) 1:2:4

cum

7207.32

13503.95

ii) 1:1½:3

cum

7207.32

14375.58

Specifi cation 6

Remark 7

Ratio:

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

4.

5.

i) 1:2:4

cum

6840.23

13979.39

ii) 1:1½:3

cum

6840.23

13418.42

c) Erecting and fixing in position precast cement concrete or stone slab in roofs or lintels, etc. lift upto first floor including all charges.

cum

2004.12

2468.06

d) Add extra labour for R.C. concrete in 2nd and subsequent stories.

cum

838.30

Providing and casting in situ bored RCC piles in 1:1½:3 cement concrete of approved crushed stone and coarse sand including all costs of boring drilling with rotary, reverse rotary or any approved method, placing concrete with tremie excluding cost of supply and fabrication of steel bars reinforcement cage, which shall be paid separately including screening and washing of shingle;

If plaster is done to smoothen the surface it should not be paid for extra.

5.6 to 5.9

i)

450 mm Ø

m

3103.84

6298.81

ii)

600 mm Ø

m

4036.28

8483.51

iii) 900 mm Ø

m

5941.70

14415.24

iv) 1200 mm Ø

m

5993.31

18001.29

v)

1600 mm Ø

m

9458.27

28220.80

vi) 1700 mm Ø

m

11375.7 5

32092.47

Supplying and fixing PVC water stop 190 mm wide.

m

44.50

332.93

5.7

Crushing strength of 152x152x 152mm cube at 28 days of 4000 psi or compressive strength of 3600 psi for 15x30 cm test cylinder.


Sr. No. 1 6.

7.


Description

Unit

2 Supplying and fabrication of Intermediate grade deformed reinforcement for R.C.C. in slabs, beams, columns and pile caps, including cutting, bending laying in position including cost of binding wire;

3

a. 40,000 psi (276 MPa) yield b. 60,000 psi (420 MPa) yield

kg

14.34

110.48

kg

14.34

118.16

Supplying and fabrication of intermediate grade deformed reinforcement for R.C.C. piles including cutting, bending, laying in position, welding and fastening including cost of binding wire;

-do-

a. 40,000 psi (276 MPa) yield b. 60,000 psi (420 MPa) yield

kg

25.72

144.49

kg

25.72

152.17

8.

Providing and fixing R.C.C. pre-stressed battens 60mm x 150mm x 2 m)

no

105.01

773.10

9.

Construction of precast cement concrete solid or face blocks masonry (1:4:8) including cost of template in mortar 1:6. a) foundation & plinth b) super structure

10.

11.


8.1,2.1

5.10

cum cum

1710.90 2084.84

4854.84 6913.66

Construction of precast cement concrete solid or face blocks masonry (1:3:6) including cost of template in mortar 1:6.

-do-

a) foundation & plinth b) super structure

cum cum

1433.87 1754.64

5348.40 5669.16

Precast cement concrete solid or face blocks (1:2:4) including cost of templates and

cum

1651.43

7359.85

-do-

Remark 7


Sr. No. 1

Description

Unit

2

3

construction thereof.

of


Specifi cation 6

walls

12.

Precast cement concrete hollow blocks (1:2:4) including cost of templates and construction of walls thereof.

cum

3624.90

7058.15

5.10

13.

Providing and fixing ornamental cement jalli 50mm thick (1:2:4) without steel.

sqm

409.62

835.04

-do-

14.

Extra labour for laying concrete plain or reinforced. a) Above 6 upto 12m, height. b) For every additional 3m height.

5.1 & 5.6 cum

838.30

cum

209.43

15.

Extra labour for work of weirs, road bridges, syphons and similar concreting in super structure.

cum

209.43

16.

Reinforced cement concrete spout including fixing in position (150 x 125 x 800 mm).

each

380.69

17.

Making holes upto 450mm deep in cement concrete or in stone masonry walls and repairing. (75mm Ø)

per hole

1065.93

5.5

18.

Skipping concrete including mixing.

cum

2947.43

5.6 & 19.3 K

19.

Nicking concrete surface.

sqm

50.19

20.

Preparing, watering and ramming surface for laying concrete (for head works only). sqm sqm sqm

41.11 66.21 19.80

a) b) c)

Horizontal floor Glacis and crest Inverted filters

-do-

742.95

5.6, 5.10 &8.9

5.6.3

Remark 7


Sr. No. 1 21.

Description

Unit

2 Erection and removal of centering for R.C.C. or plain cement concrete work:

3

i) Horizontal ii) Vertical


Specifi cation 6

Remark 7

5.6.2 & 5.6.17

sqm sqm

427.77 491.85

485.08 549.16

24.37

173.27

22.

Providing and fixing 150 mm wide G.I sheet 18 SWG stopper to expansion joint.

m

5.7

23.

Grouting cement concrete between the grooves of gates including shuttering.

cum

2443.52

20.8

24.

Chisel dressing complete surface on sides of grooves.

sqm

25.10

-do-

25.

Making pre-cast cement concrete solid blocks (1:2:4) with molding machine.

cum

506.12

6140.97

26.

Providing and installation of saddle (gutka) 60x60x230mm in 1:2:4 concrete with angle iron 40x40x5mm, Steel wire SWG18 and painting complete.

sqm

802.39

1497.22

27.

Concrete, 1:2:4 by Batching Plant, including production, haulage and Placing without formwork.

cum

28.

Roller Compacted Concrete containing typical, bedding mixtures of 360 to 460 kg/cum of cement 170 to 220 kg/cum of fly ash and 4.75 to 50 mm size of aggregate (ACI 207.5R89)

cum

12574.95

Composite rate would be 25% to 50% less than rate of normal conventional concrete.

SECTION – 6 BRICK WORK

SECTION- 6 BRICK WORK 1.


2.


Sr. No. 1 1.

2.

3.

4.

5.


Description

Unit

2 Bricks work in foundation and plinth in Cement sand mortar. Ratio: 1:2

3

cum

1511.12

7132.69

1:3

cum

1511.12

6774.29

1:4

cum

1511.12

6559.05

1:5

cum

1511.12

6404.17

1:6

cum

1511.12

6315.38

Bricks work in ground floor (including striking of joints) in Cement sand mortar. Ratio: 1:2

cum

1957.55

7579.11

1:3

cum

1957.55

7235.37

1:4

cum

1957.55

7005.47

1:5

cum

1957.55

6862.32

1:6

cum

1957.55

6761.81

Add extra labour in item No.2 for brick work in: First floor

cum

291.22

Second floor

cum

665.17

Third floor

cum

1038.18

4th and subsequent floor

cum

1681.65

Specif Remark ication 6 7 6.1 to Only first 6.5 class bricks shall be used against respective Items of this section. Standard size of bricks 225 x 113 x 75 mm (9” x -do4½” x 3”).

-do-

Bricks work other than building including striking of joints upto 3.0 m height in Cement sand mortar. Ratio: 1:2

-do-

cum

1764.04

7385.60

1:3

cum

1764.04

7027.21

1:4

cum

1764.04

6811.96

1:5

cum

1764.04

6668.82

1:6

cum

1764.04

6568.30

Add extra labour in item No.4 for every 3.0 meters additional height.

cum

291.22

-do-


Sr. No. 1


Specifi cation 6

Description

Unit

2

3

6.

Providing and laying tile coping 300 x 150 x 40mm in 1:3 Cement sand mortar including 13mm thick plaster 1:4 complete.

m

94.19

211.15

-do-

7.

Providing and laying tile coping 300 x 150 x 40mm in 1:3 cement sand mortar.

m

18.71

113.71

-do-

8.

Extra labour for arch work in brick masonry including labour for centring and decentring.

cum

746.96

9.

Extra labour for brunt brick work in wells or any other circular masonry.

cum

409.90

10.

Extra labour for profile and flared walls.

cum

537.53

11.

Extra labour for brunt brick work in piers and abutment; i)

From 3 to 6 m height

373.94

ii) Above 6 m height

cum

642.54

12.

Reinforced brick work in lintel/slab laid in 1:3 cement sand mortar including all labour, material, forms, lifting and shuttering, etc. but excluding cost and labour of steel reinforcement.

cum

4874.69

13.

Dressing or chamfering of bricks

14.

-do-

6.7

10153.24

6.1 to 6.5

-do-

architectural

no

30.85

b) For circular sewer, manholes and vent, shafts pertaining to sewer works and out lets of Irrigation channels.

no

21.56

Perforated brick walling 115 mm thick in ground floor in cement sand

620.15

-do-

cum

a) Special shape.

6.6

6.14

Remark 7


Sr. No. 1

Description

Unit

2

3

1:2 1:3 1:4 1:5 1:6

sqm sqm sqm sqm sqm


Specifi cation 6

Ratio:

15.

17.

6.14 sqm sqm sqm sqm

44.12 101.25 157.79 256.04

Perforated brick walling 230mm thick in ground floor in cement sand mortar. Ratio:

6.1& 6.5

1:2

sqm

447.02

1306.28

1:3

sqm

447.02

1251.55

1:4

sqm

447.02

1218.97

1:5

sqm

447.02

1196.83

1:6

sqm

447.02

1181.57

Add extra labour in item No.16 for brick work in.

-do-

First floor

sqm

66.65

Second floor

sqm

202.84

Third floor

sqm

357.29

sqm

512.08

4th and floors 18.

729.22 701.86 685.53 675.02 667.68

Add extra labour in item No.14 brick work in: First floor Second floor Third floor 4th and subsequent floors

16.

304.06 304.06 304.06 304.06 304.06

subsequent

Bricks walling laid in 1:3 cement sand mortar reinforced with 25mm wide 18 gauge hoop iron. i) 115mm thick walling with hoop bonding 150mm apart.

6.8

sqm

202.38

838.30

ii) 115mm thick walling with hoop bonding 300mm apart.

sqm

202.38

837.42

iii) 75mm thick walling with hoop bonding 150mm apart.

sqm

158.30

593.87

iv) 75mm thick walling with hoop bonding 300 mm apart.

sqm

161.66

596.35

Remark 7


Sr. No. 1 21.

Description

Unit

2 Eaves brick molded weathered and throated with back bricks or drip course cornice in 1:3 cement sand mortar.

3

i) 75 mm ii) 115 mm 22.

m m


91.54 105.25

196.06 256.62 6.9

Laying dressed or molded brick cornice in 1:6 cement sand mortar, plastering or pointing complete. i) One brick ii) Two bricks iii) Three bricks iv) Four bricks

m m m m

105.25 153.98 206.01 259.22

23.

Scraping or cleaning bricks dismantled from masonry.

no.

0.93

24.

Supplying and filling sand under floors or plugging in wells

cum

67.67

25.

Damp proof course with (cement, sand and shingle concrete 1:2:4) including 2 coats of asphaltic mixture. a) 40 mm b) 50 mm c) 75 mm

Specifi cation 6 6.1 to 6.5

161.47 309.47 485.84 662.72 6.1 to 6.5 712.62

9.6.4/ 19.4(L)

20.8

sqm sqm sqm

208.00 208.00 217.79

505.86 560.27 739.05

26.

Vertical damp proof course of 20 mm thick cement plaster 1:2 with bitumen at 1 kg per sqm.

sqm

193.77

404.99

-do-

27.

Constructing cavity wall consisting of 115mm thick external and 230mm internal brick wall laid in (1:4) and (1:6) cement sand mortar respectively including providing and fixing 9.5mm Ø tie bars 40mm thick thermopore sheet, weep holes and air vent holes complete as per

cum

2001.05

7576.89

20.8

Remark 7


Sr. No. 1

Description

Unit

2

3

Drawing No. 301-5-B/63


Specifi cation 6

CDO(W)

28.

Reinforced brick work laid in 1:3 cement sand mortar in foundation and plinth excluding the cost of reinforcement and its fabrication.

cum

1512.05

6775.75

20.8

29.

Reinforced brick work laid in 1:3 cement sand mortar in ground and subsequent floors excluding cost of reinforcement and its fabrication.

cum

2048.32

7312.02

-do-

Remark 7

SECTION – 7 STONE MASONRY

SECTION- 7 S TON E M AS ON RY 1.


2.

The composite rates constitute full compensation for the completed items of the works as per drawings, specifications and instructions of Engineer Incharge including all labour and material/equipment required for the f inished work.

Sr. No. 1

Description

Unit

2

3


Specifi cation 6

FOUNDATION & PLINTH 1.

Random Rubble masonry uncoursed). a) Dry

cum

1284.49

3179.51

1:3

cum

2466.09

6238.53

ii) 1:4

cum

2466.09

5915.90

iii) 1:6

cum

2466.09

5546.47

iv) 1:8

cum

2466.09

5342.26

b) In cement mortar, Ratio: i)

2.

7.3 & 7.4

sand

Coursed Rubble, masonry including hammer dressing. a) Dry

7.3 & 7.11 cum

1612.59

3507.61

1:3

cum

2466.09

6238.53

ii) 1:4

cum

2466.09

5915.90

iii) 1:6

cum

2466.09

5546.47

iv) 1:8

cum

2466.09

5342.26


sand

SUPER STRUCTURE (Ground floor or 6.0m height of uncovered wall) 3.

Random Rubble masonry (uncoursed). a) Dry

7.3 & 7.4 cum

1449.01

3344.02

1:3

cum

2681.88

6454.33

ii) 1:4

cum

2681.88

6131.69

iii) 1:6

cum

2681.88

5762.26

iv) 1:8

cum

2681.88

5558.05

cum

414 05


sand

c) Add extra labour in item No.3: First floor

Remark 7


Sr. No. 1

4.

Description

Unit

2

3


Second floor

cum

938.73

Third floor

cum

1284.49

4th and subsequent floors

cum

2354.87

d) Extra labour for every 1.50 m additional height of uncovered wall.

cum

373.94

Coursed Rubble, masonry including hammer dressing. a) Dry

7.3 & 7.11 cum

1882.12

3777.14

1:3

cum

3114.40

6810.63

ii) 1:4

cum

3114.40

6523.81

iii) 1:6

cum

3114.40

6195.36

iv) 1:8

cum

3114.40

6020.21

First floor

cum

414.05

Second floor

cum

938.73

Third floor

cum

1284.49

cum

2354.87

cum

373.94


Specifi cation 6

sand

c) Add extra labour in item No.4:

4th and subsequent floors d) Extra labour for every 1.5m additional height of uncovered wall. 5.

Ashlar block in course or scabbled Masonry including dressing etc., a) In cement mortar, Ratio: i)

7.3 & 7.6

sand

1:3

cum

8356.56

13177.04

ii) 1:4

cum

8356.56

12961.79

iii) 1:6

cum

8356.56

12718.13

First floor

cum

414.05

Second floor

cum

938.73

Third floor

cum

1473.15

4th and subsequent floors

cum

2354.87

b) Add extra labour in item No.5:

Remark 7


Sr. No. 1 6.

Description

Unit

2 Ashlar fine masonry including dressing etc. a) In cement sand mortar, Ratio:

3


1:3

cum

15723.39

20862.20

ii) 1:4

cum

15723.39

20754.81

iii) 1:6

cum

15723.39

20634.27

First floor

cum

414.05

Second floor

cum

938.73

Third floor

cum

1473.15

4th and subsequent floors.

cum

2354.87

cum

1075.06

i)

Specifi cation 6 7.3 & 7.7

b) Add extra labour n item No.6:

MISCELLANEOUS DRESSING STONES ETC 7.

Extra labour for arch work in stone masonry including centering and de-centering etc.

8.

Moulding and dressing stones etc.

9.

7.3 & 7.5

a) Extra for coping and caps, etc.

cum

5908.65

b) Cornice course.

cum

5908.65

and

string

7.3 & 7.12

8160.55

Dressing stone:

7.5 & 7.10

a) Hammer dressed b) Rough tooled dressed

sqm sqm

659.65 1255.82

c) Chisel dressed d) Fine dressed

sqm sqm

1520.06 3120.61

10.

Sand grouting in stone apron with high pressure hose.

sqm

89.17

178.29

7.14

11.

Grouting stone pitching or apron in 1:3 cement mortar.

sqm

257.57

639.37

7.14 & 7.15

12.

Levelling and dressing stone filling under blocks and grouting with shingle.

sqm

89.17

245.53

7.3 & 7.14

13.

Grouting voids between blocks with bajri.

cum

291.22

634.87

-do-

Remark 7


Sr. No. 1

Unit


Specifi cation 6

2

3

14.

Stone filling dry hand packed as filling behind retaining walls or in pitching and aprons.

cum

537.53

1739.00

7.3 & 7.14

15.

Grouting stone filling or pitching with bajri.

cum

261.64

873.89

-do-

16.

Breaking stone ballast screened and stacked:

7.3

a) 50 mm b) 40 mm c) 25 mm

cum cum cum

733.29 838.30 942.72

d) 13 mm e) 13 to 6 mm

cum cum

1257.16 2094.87

17.

Breaking stone into spawls and stacking.

cum

314.44

-do-

18.

Screening and stacking stone ballast shingle or bajri etc.

cum

209.43

-do-

19.

Washing ballast, shingle etc.

bajri

cum

209.43

-do-

20.

Crushing stone ballast and stacking within 100 m.

cum

628.28

-do-

21.

Stone pitching with hammer dressed stones on surface laid in courses including carriage of material within 100 m.

cum

1786.66

3848.53

7.3 & 7.15

22.

Stone pitching hand packed with surface levelled off to the correct section with hammer dressed stone and voids filled in 1:8 cement mortar in floors of bridges and along banks and in aprons etc. including 100 m lead.

cum

2077.88

6191.18

-do-

23.

Removing, stone and repitching, hand packed on slopes after making good damaged slope.

cum

792.80

792.80

-do-

24.

Collecting and stacking boulders from nullah beds or loose shale from

cum

418.86

418.86

-do-

Remark 7


Sr. No. 1

25.

26.

Description 2 any other site, 100 m. Stone pitching Layer only:

Unit 3


Specifi cation 6

Remark 7

within

for

top

7.3 & 7.15

a) On slope

cum

1206.34

3268.21

b) On horizontal level

cum

1058.02

3119.89

Laying stone or spawl filling:

-do-

a) On slope

cum

291.22

2181.27

b) On horizontal level

cum

239.01

2129.06

27.

Providing and fixing 150mm thick dressed stone pavement on walk way properly dressed set in cement mortar 1:4 curing etc. complete.

sqm

420.08

941.81

7.3 & 7.14

28.

Supply and spreading of crushed stone/water born gravel of 20mm size.

cum

105.11

2145.95

-do-

Top layer mean 350mm to 450mm thick stone pitching layer.

SECTION –8 ROOFING

SECTION- 8 R O O F I N G 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 all labour and material/equipment required for the finished works.

Sr. No. 1 1.

Description

Unit

2 Brick tiles 300 x 150 x 50mm roofing consisting of 13 mm thick cement plaster 1:6 with 1.75 kg. of hot bitumen coating sand blinded provided over tiles laid in 1:6 cement mortar including 1:2 cement pointing under-neath of tiles complete including curing etc.

3 sqm

2.

Brick tiles 225 x 113 x 38mm laid over 100mm earth & 25mm mud plaster grouted with cement sand 1:3 on top of RCC roof slab provided with 1.75 kg. bitumen coating sand blinded.

sqm

3.

Jack arch roofing 115mm thick laid in 1:5 cement mortar including an average depth of 100mm cement concrete in haunches and over crown with 100mm earth & mud plaster soffits of arches cement plastered 1:6, 13mm thick. The rate also includes bitumen coating centring, laying skew bricks in cement sand mortar (1:3) and encasing exposed flanges of the joists with fine cement concrete 1:2:4 using stone aggregate: Cement concrete in haunches 1:3:6

Rate (Rs) Labour Composite 4 5 633.29 1094.25

253.03

718.82


888.00

2282.56

7

8.11

8.3, 8.4 & 8.5

sqm

Remark

For steel part & its erection etc, items under Iron work Misc. of the Composite Schedule of Rates be referred.


Sr. No. 1

4.

Description

Unit

2

3

Jack arch roofing 115mm thick laid in 1:5 cement mortar including an average depth of 100mm cement concrete in haunches and over crown with 13mm cement plaster, 1:6 on top (except earth filling and mud plaster) soffit of arches cement plastered. The rate also includes bitumen coating, centring, laying skew bricks in cement sand mortar (1:3) and encasing exposed flanges of the joists with fine cement concrete 1:2:4 using stone aggregate. Cement concrete in haunches 1:3:6.


sqm

717.19

Specifi Remark cation 6 7 8.3, 8.4 For steel & 8.5 part & its erection etc, items under Iron work Misc. of the Composite Schedule of Rates be referred

2047.36

5.

Extra for vaulted jack arch roofing.

sqm

153.93

-do-

6.

Jack arch roofing of shingle & cement concrete (1:3:6) 115mm thick at crown, with 13mm cement plaster including cost of supplying erecting and dismantling centring.

sqm

742.70

1218.96

-do-

7.

Two coats of bitumen laid hot using 1.66 kg. per sqm over roof & blinded with sand at 0.003 cum per sqm

sqm

64.07

110.66

8.11

8.

Corrugated galvanized iron sheets fixed with G.I. bolts, nuts limpets and bitumen washer, windties complete in all respects without valleys & ridges:

8.7

a) 20 S.W.G b) 22 S.W.G

sqm

154.85

1874.02

sqm

154.85

1650.85

c) 24 S.W.G

sqm

154.85

1399.68


Sr. No. 1 9.

Description

Unit

2 Plain galvanized iron sheets of 22 S.W.G. rain water down pipe including clamps and fixed in place: a) 100 mm Ø

3

b) 125 mm Ø 10.

Plain galvanized iron sheet flashing 22 gauge

11.

Cast iron rain water down pipe fixed in place excluding heads & shoes but including clamps etc: a) 100 mm Ø b) 75 mm Ø

12.

Rain water down pipe cast iron heads fixed in place including cost of clamps hold fast and painting: a) 100 mm Ø b) 75 mm Ø


m

236.32

1173.33

m

236.32

1465.80

sqm

960.72

1620.17


-do-do-

m

169.19

2229.10

m

169.19

1864.56 -do-

each

208.94

767.29

each

208.94

671.02

13.

Shoes, bends or offsets for cast iron rain water down pipe including fixing and painting.

each

69.60

910.62

8.1

14.

Plain G.I. sheet iron spouts fixed in place including painting (700 mm length & 150mm width).

each

236.32

347.78

8.9 & 8.10

15.

13mm thick deodar ceiling complete including sawing planning and fixing.

sqm

405.32

3129.08

8.12

16.

Flat sheet roof with galvanized iron plain sheets including battens rolls screws clips etc.;

17.

8.8

a) 22 B.W.G. b) 24 B.W.G.

sqm sqm

392.16 392.16

1066.99 992.71

Asbestos cement corrugated sheet roofing including necessary over laps & G.I. hook, bolts, nuts, screws, washers &

sqm

181.10

1404.94

-do-

Remark 7


Sr. No. 1

Description

Unit

2

3

bitumen washers, (excluding valleys ridges etc.).


Specifi cation 6

etc. and

18.

Extra labour for erection of G.I. sheets, flat sheets or asbestos sheet roofing above 6.00m height in difficult position including lifting with care & special scaffolding along live electric wires.

sqm

40.82

19.

Asbestos cement sheet ridges & valleys 6mm thick.

m

63.45

20.

Plain galvanized iron sheet ridging including fixture, timber for ridge roll and ridge sheeting:

8.8

394.19

-do-

8.7

a) 150mm lap & 450mm over all of 22 gauge G.I. sheet ridging.

m

252.28

1970.97

b) 230mm lap & 600mm over all of 24 gauge G.I. sheet ridging.

m

252.28

2048.73

c) 300mm lap & 750mm over all of 22 gauge G.I. sheet ridging.

m

252.28

2261.28

21.

Plain 22 gauge G.I. sheet gutter semi circular 200mm Ø.

m

143.38

494.27

22.

Making ventilators.

23.

Earthen ware ventilators.

8.1

masonry

each

1522.75

2111.08

syphon

each

169.03

206.23

24.

Single layer of building paper/2-ply bitumen paper for floors etc. laid over two coats of bitumen hot using 1.66 kg. per sqm blinding with sand at 0.003 cum per sqm.

sqm

71.79

532.49

8.1 & 8.11

25.

Double layer of building paper laid over 2 coats of hot bitumen PB-3 or PB-4 for floors etc. using 1.66 kg. bitumen per sqm.

sqm

75.35

821.97

-do-

Remark 7


Sr. No. 1 26.


Specifi cation 6 8.1& 8.11

Description

Unit

2 Polythine sheet 0.2 mm thick laid over two coats of bitumen using 1.66 kg. bitumen hot per sqm over floors & DPC etc.

3 sqm

27.

3 ply bitumenized paper laid over two coats of hot bitumen PB-3 or PB-4, using 1.66 kg. bitumen per sqm.

sqm

75.35

536.05

-do-

28.

False ceiling comprising plain asbestos cement sheet perforated at corners fixed with screws on wooden frame having deodar beading 50 x 13mm excluding cost of wooden frame.

sqm

39.21

575.01

8.1, 8.8 & 11.1

29.

False ceiling comprising soft board 13mm thick fixed with screws on wooden frame with deodar wood beading 50 x 13mm excluding cost of wooden frame.

sqm

81.68

1327.93

8.1 & 11.1

30.

False ceiling comprising thermopore sheet 13mm thick fixed with screws on wooden frame with deodar wood beading 50 x 13mm excluding cost of wooden frame.

sqm

98.02

1065.31

-do-

31.

False ceiling comprising thermosole 13mm thick fixed with screws on wooden frame with deodar wood beading 50 x 13 mm excluding cost of wooden frame.

sqm

98.02

974.10

-do-

32.

False ceiling frame comprising partal wood 50 x 75mm including termite proofing.

sqm

110.91

1355.86

8.1, 8.8 & 11.1

33.

False ceiling comprising iron L & T Section and Gypsum Board complete in all respect.

sqm

114.08

770.85

Remark 7

SECTION –9 FLOORING

SECTION - 9 F L O O R I N G 1.


2.

The composite rates shall constitute compensation for the completed items of works as per drawings, specifications and instructions of Engineer Incharge including all labour and material/equipment required for the f inished works.

Sr. No. 1


Specifi cation 6

Description

Unit

2

3

1.

Murum flooring consisting of 25mm layer of fine powder or flakey variety of Murum laid over 150mm good hard layer of Murum spreaded over 230mm thick sub-base of hand packed rubble or broken bricks properly watered & rammed provided over well rammed earth.

sqm

273.86

506.72

9.1 & 9.3

2.

Grouting 115mm brick with cement sand mortar 1:5.

sqm

114.27

162.63

9.5

3.

Flat brick flooring laid in 1:6 cement sand mortar over a bed of 20mm cement mortar 1:6.

sqm

202.84

596.47

9.4 & 9.5

4.

Brick tiles (Size 300 x 150 x 50mm) laid in 1:6 cement mortar over a bed of 20mm thick cement mortar 1:6.

sqm

202.84

385.72

9.7

5.

Brick tiles (230 x 115 x 40mm) laid in 1:3 cement mortar over a bed of 20mm thick cement mortar 1:6.

sqm

227.94

505.27

-do-

6.

Colour Cement tiles (200 x 200 x 20 mm) laid flat in 1:2 cement mortar over a bed of 20mm thick cement mortar 1:2.

sqm

298.56

1741.73

-do-

7.

Cement concrete tiles laid flat in 1:2 cement mortar over 20mm thick bed of cement mortar 1:2: ) 300 300 2

-do-

298 6

Remark 7

Bricks used in this Section shall are of first class.


Sr. No. 1

Description

Unit

2

3


b) 225 x 225 x 20 mm

sqm

298.56

850.46

c) 200 x 200 x 20 mm

sqm

298.56

970.31

d) 150 x 150 x 20 mm

sqm

298.56

1309.91

8.

Coloured cement tiles (200 x 200 x 20 mm) of approved dark shade laid flat in 1:2 cement mortar over a bed of 20mm thick cement mortar 1:2.

sqm

298.56

1741.73

9.

Topping of cement concrete (1:2:4) including surface finishing & dividing into panels: a) 25 mm

sqm

162.97

280.07

b) 40 mm

sqm

197.98

370.75

c) 50 mm

sqm

229.42

463.16

d) 75 mm

sqm

267.98

611.96 246.53

Add extra in cement floor topping if finished with pigment and polishing.

sqm

82.23

11.

Extra labour for each storey above ground for mosaic, conglomerate or tiles, stone and wooden floor.

sqm

75.94

12.

Flag stone flooring in cement mortar 1:2 over 20mm bed of cement mortar (1:2) for platforms and floors etc:

-do-

-do-

9.1

a) 50 mm

sqm

454.64

861.57

b) 75 mm

sqm

454.64

874.96

Asphalt flooring including preparation of proper base re-melting, setting out & finishing complete:

9.13

a) 6 mm

sqm

103.90

320.07

b) 13 mm

sqm

149.29

579.94

c) 25 mm

sqm

176.68

1042.69

Remark 7

9.7

9.8

10.

13.

Specifi cation 6

Cost of glass strip for paneling is not included in rates.


Sr. No. 1 14.

15.

16.

Description

Unit

2

3


Mosaic flooring consisting of mosaic topping of one part of cement to two parts of marble chips laid over 25mm thick flooring of 1:2:4 cement concrete including rubbing & polishing complete:

9.9

a) 10 mm (with grey cement)

sqm

710.65

1065.58

b) 13 mm (with grey cement)

sqm

729.64

1138.53

c) 10 mm (with white cement)

sqm

710.65

1116.71

d) 13 mm (with white cement)

sqm

729.64

1197.34

Flooring comprising of mosaic marble chips cement tiles of approved shade laid in cement mortar 1:2 including finishing complete:

9.7

a) Grey

sqm

369.51

830.02

b) White

sqm

369.51

768.78

Flooring comprising of glazed tiles 6mm thick laid in white cement mortar 1:2 over 20mm thick cement mortar 1:2 complete:

-do-

a) White

sqm

292.70

1210.58

b) Coloured

sqm

292.70

1347.79

sqm

72.06

85.31

17.

Rubbing and polishing old mosaic floor.

18.

White marble flooring fine dressed on the surface without winding set in cement mortar 1:2 laid over 20 mm thick cement mortar 1:2 including rubbing & polishing:

Specifi cation 6

9.14

9.7

a) 20mm

sqm

947.39

4571.12

b) 25mm

sqm

947.39

4975.46

Remark 7

Cost of glass strip for paneling is not included in rates.


Sr. No. 1 19.

Description

Unit

2

3


Shisham / Deodar wood boarding or strips flooring 19mm thick (sawn to required size) tongued & grooved or splayed rebated fixed with brass screws on deodar wood battens 40x50 mm size placed at 300 mm centre to centre including 2 coats of bitumen laid hot on the base:


a) Shisham

sqm

1276.74

5827.67

b) Deodar

sqm

958.15

7983.28

20.

Teak wood boarding or strips flooring 13mm thick (sawn to required size) tongued & grooved screwed on deodar wood battens 40x50 mm size placed at 300 mm centre to centre including 2 coats of bitumen laid hot on the base.

sqm

1276.74

7374.16

-do-

21.

Shisham wood block flooring 25mm thick cut to required size fixed on a layer of asphalt bitumen laid on base.

sqm

958.15

5237.63

-do-

22.

Teak wood block 25mm thick cut to required size fixed on a layer of asphalt bitumen laid on base.

sqm

1276.74

5181.45

9.11

23.

Paving of hard wood 25 mm thick laid on edge in coal tar and asphalt:

24.

-do-

a) Shisham

sqm

388.12

3008.96

b) Kikar

sqm

388.12

1820.09

Tiles skirting laid in 1:2 cement mortar over 20mm thick cement mortar 1:2 including cement washing & filling joints complete:

9.7

a) Cement

sqm

330.60

1122.32

b) Mosaic

sqm

375.45

2005.85

Remark 7


Sr. No. 1 25.

26.

Description

Unit

2 Grey cement skirting or dado 10mm thick including rounding of corners and straightening of top edge finished to smooth surface after plastering:

3

a) 1:2 mix

sqm

366.90

444.57

c) 1:3 mix

sqm

366.90

431.48

d) Extra if skirting or dado is finished with pigment of any colour.

sqm

43.13

45.64

Glazed tiles dado 6mm thick jointed in white cement & laid over 1:2 cement sand mortar 20mm thick including finishing: a)

White

b) Coloured 27.



9.7

sqm

601.25

2050.77

sqm

601.25

2137.88

Mosaic dado or skirting with one part of cement & 2 parts of marble chips laid over 13mm thick cement plaster 1:3 complete with finishing and polishing:

9.9

a) 10 mm (with grey cement)

sqm

656.31

934.48

b) 13 mm (with grey cement)

sqm

656.31

1009.93

c) 10 mm (with white cement)

sqm

656.31

981.78

d) 13 mm (with white cement)

sqm

656.31

1078.90

28.

Vinyle floor tiles laid with adhesive 300 x 300 x 5 mm size on firm foundation.

sqm

146.64

715.98

29.

Flooring comprising of first class Granite glazed tiles with 13 mm thick white bond cement.

sqm

376.21

1896.79

9.12

Remark 7


Sr. No. 1

Description

Unit

2

3

30.

Providing and laying Tuff tile over 100 mm thick sand complete.

sqm

31.

Glass strips for dividing the flooring into panels:


Specifi cation 6

683.04

9.9

a) 25 mm

m

64.16

76.32

b) 40 mm

m

64.16

78.31

c) 50 mm

m

64.16

80.70

d) 75 mm

m

64.16

82.30

Remark 7

SECTION –10 SURFACE RENDERING

SECTION - 10 SURFACE RENDERING (Plastering, Pointing, White Washing, Colour Washing and Distempering etc.) 1.


2.

The composite rates shall constitute compensation for the completed items of works as per drawings, specifications and instructions of Engineer Incharge including all labour and material/equipment required for the f inished work.

Sr. No. 1 1.

Description

Unit

2 Cement neru plaster 1:2 (cement & sand).

3


a) 6 mm b) 13 mm

sqm sqm

155.38 155.38

223.99 244.83

2.

Stucco cement plaster 1:2:4 (cement sand & shingle) 50 mm thick.

sqm

375.07

653.64

3.

Cement plaster (1:2) upto 1st floor height: sqm sqm sqm

155.38 155.38 196.49

215.55 233.05 316.25

a) 10 mm b) 13 mm c) 20 mm 4.

Cement plaster (1:3) upto 1st floor height: a) 10 mm b) 13 mm c) 20 mm

5.

-dosqm sqm sqm

155.38 155.38 196.49

198.12 212.56 282.55

Cement plaster (1:4) upto 1st floor height: a) 10 mm b) 13 mm c) 20 mm

6.

Applying floating coat of cement one (1) mm thick.

7.

Cement pointing flush upto 1st floor height in ratio:

Specifi Remark cation 6 7 10.1, Add extra 10.2 & 10%, 30% & 10.6 50% above labour rates only or 5%, 15% & 20% -doon the composite rates for 2nd, 3rd, 4th -doand subsequent floors respectively.

-dosqm sqm sqm

155.38 155.38 196.49

193.42 204.10 272.51

sqm

97.83

121.08

-do-

-do-

a) 1:2 b) 1:3

sqm sqm

155.38 155.38

200.06 190.07

8.

Cement pointing 1:2 flush on floor.

sqm

114.27

158.94

9.

Cement pointing struck joints on walls in ratio:

-do-

-do-


Sr. No. 1

Description

Unit

2

3 sqm

b) 1:3 10.


Pointing flush on stone work:

Specifi cation 6

-do-

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

sqm

148.44

183.13

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

sqm

279.93

314.62

13.

Racking & washing joints of stone masonry (old work)

sqm

86.27

10.1 & 10.2

14.

Racking & washing joints of birck masonry (old work)

sqm

43.13

-do-

15.

Priming coat of under distemper.

sqm

15.23

16.

Distempering:

17.

18.

chalk

16.76

a) One coat over and including cost of priming coat.

sqm

41.11

57.86

b) Two coat over and including cost of priming coat.

sqm

60.91

82.00

Colour Washing (Lime): a) One coat over and including cost of priming coat.

sqm

12.78

16.40

b) Two coat over and including cost of priming coat.

sqm

21.57

27.77

White washing

10.1, 10.2 & 10.9 10.1 & 10.2

10.1, 10.2 & 10.8

10.1, 10.2 & 10.7

a) One coat b) Two coat c) Three coat

sqm sqm sqm

7.99 23.44 29.37

14.11 32.76 41.82

19.

Extra cost of labour & material for red oxide pigment in cement pointing to match with the colour of bricks.

sqm

12.78

18.86

10.1 & 10.2

20.

Gypsum plaster 13mm thick upto 1st floor height.

sqm

155.38

183.44

-do-

Remark 7


Sr. No. 1 21.


Specifi cation 6 10.1, 10.2 & 10.6

Description

Unit

2 Rough grey cement machine spray 1:1 (grey cement and white marble powder) laid uniform upto 6.0mm thickness minimum.

3 sqm

22.

Rough white cement machine spray 1:1 (white cement and marble powder) laid uniform upto 6.0mm thickness minimum.

sqm

155.38

270.90

-do-

23.

Preparing Surface and Painting of Water Proof cement base coating, each coat.

sqm

8.81

29.89

20.8

24.

Weather shield paint three coats on new cement plaster surface.

sqm

60.91

213.92

25.

Weather shield paint on painted/old surface, one coat.

sqm

24.36

72.97

Remark 7

SECTION –11 WOOD WORK

SECTION - 11 W O O D

W O R K

1.

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

2.


3.


Sr. No. 1 1.

2.

3.

4.

Description

Unit

2

3


Plain wood works sawn wrought, planned and fixed in position including cost of nails and screws etc:

Remark 7

11.1

a) Deodar

cum

22679.31

220756.24

b) Shisham

cum

31509.99

123626.94

Plain wood work sawn planned & wrought for regulation karries or needles etc:

-do-

a) Deodar

cum

17339.79

212306.19

b) Shisham

cum

26341.34

115347.74

Teak wood wrought framed & fixed in place including chowkats hold fasts, tower bolts, chocks, cleats, handles, cord with hooks & cost of nails and screws, etc. panelled or panelled & glazed or full glazed: a) 50 mm

sqm

2477.24

21370.95

b) 45 mm

sqm

2461.22

19803.67

Teak wood wrought joinery doors and windows with frames and 22 SWG galvanized wire gauze 12x12 to 25x25 sqmm meshes including brass fittings complete: a) Framing 44mm thick with ordinary hinges and fixed in position.

Specifi cation 6

sqm

1543.42

10782.02

11.1, 11.2 , 11.3 & 11.12

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

11.1& 11.8

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

SECTION SECTION –11 WOOD WORK

Sr. No. 1

Description

Unit

Rate (Rs) Labo Labour ur Comp Compos osite ite 4 5 1525.03 9212.37

2 b) Di Ditto 40 mm thick

3 sqm

c) Chowka owkats ts 20 20mm with strips and screws.

sqm

544.63

2911.74

d) Fixed with 13mm strips on a separate 50x50 mm frame for C.windows.

sqm

878.94

7628.22

5.

Expanded me metal 13mm to 20mm mesh 16 gauge fixed to chowkat with 25mm teak wood moulding/strips and screws for window.

sqm

544.63

3176.07

6.

Deodar wo wood wr wrought joinery work in doors & windows etc. fixed in position including chowkats, holdfasts hinges, iron tower bolts, chocks, cleats handles end cords with hooks etc. deodar, panelled or panelled and glazed or fully glazed:

7.

8.

a) 50 mm

sqm

1525.92

15185.70

b) 45 mm

sqm

1343.48

13138.36

c) 40 mm

sqm

1251.82

12707.62

Deodar wood fra framed braced & battened doors & windows complete with iron fittings & fixed in position, including chowkats:

Specifi cation 6

Remark 7

11.1 & 11.9

11.1

Size 1.22 m x 0.6 m (4' x 2')

11.1 , 11.2 1.2 , 11.3 & 11.12

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

11.1 & 11.4

a) 55mm 55mm thic thick k wit with h 30mm battens and 25mm planks.

sqm

1803.27

15442.74

Size 0.91 m x 2.13 m (3’ x 7’)

b) 45mm 45mm thic thick k wit with h 25mm battens and 20mm planks.

sqm

1400.73

12778.13

Size 0.91 m x 1.98 m (3 x 6.5’)

Deodar 25mm thick battended doors & windows fixed in position complete with iron fittings without chowkats.

sqm

1052.48

9439.05

11.1, 11.4 & 11.5

Size 0.91 m x 2.13 m (3’ x 7’)


Sr. Description No. 1 2 9. Deodar 25mm battened ledged ledged & brac braced, ed, 55mm 55mm & 30mm 30mm fixed in positi position on complete with iron fittings with with chowka chowkats. ts. 10. 10.

Deod Deodar ar wood wood fram frame e wit with h braces & 22 gauges G.I. sheet facing on one side including holdfast, wooden beadings, hinges and locking arrangement complete.

11. 11.

Deod Deodar ar wood ood wro wroug ught ht joinery work in wire gauze doors and windows with 22 SWG galvanized 12x12 to 25x25 sqmm me meshes including iron fittings complete.

Unit 3 sqm

sqm


723.21

6560.42

Specifi Remark cation 6 7 11.1, Size 0.91 m 11.4 & x 1.98 m 11.5 (3’ x 6.5’)

-do-

Size 2.44 m x 2.44 m (8’ x 8’)

-do-

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

a) Fram Framin ing g with with ord ordin inar ary y hinges 45mm thick

sqm

1304.62

8123.71

11.1 & 11.8

b) Fram Framin ing g with with ord ordin inar ary y hinges 40mm thick.

sqm

1292.76

7246.74

-do-

c) Wire Wire gauz gauze e fix fixed ed with with 13mm strips on 50x50mm frame.

sqm

850.47

6135.26

11.1 & 11.9

d) Wir Wire ga gauze fix fixed to to chowkats 20mm strips and screws.

sqm

540.48

1844.76

11.1 & 11.10

12. 12.

Deod Deodar ar wood wood trel trelli lis s doo doors rs & windows complete fixed in position.

sqm

1219.19

8007.28

11.1

Size 0.76 m x 2.13 m (2.5 (2.5'' x 7') 7')

13. 13.

Deod Deodar ar wood ood pan panel elle led d work 40 mm thick including frame work (except doors).

sqm

846.31

9804.41

-do-

Size 1. 1.22 m x 2.10 m (4' x 6.75')

14. 14.

Extr Extra a for for doub double le acti actio on spring hinges fixed with brass fittings including brass finger plate and tower plates.

Per sqm

15.36

398.30

11.1 & 11.2

15. 15.

Prov Provid idin ing g & fixi fixing ng bras brass s spring hinges to wire gauzed doors.

Each

74.16

244.32

-do-


Sr. Description No. 1 2 16. 16. Prov Provin ing g and and fixin fixing g sli slidi ding ng bolt to doors:

17. 17.

Unit 3

Rate (Rs) Labo Labour ur Comp Compos osite ite 4 5

a) 305 mm Iron

each

74.46

257.83

b) 255 mm Iron

each

74.46

227.83

c) 305 mm Brass

each

74.46

1157.61

d) 255 mm Brass

each

74.46

953.61

Extra Extra for bras brass s fitti fitting ngs s to doors and windows except for hinges which shall be of iron:


Remark 7

-do-

a) Deodar wood panelled or panelled & glazed or fully glazed

sqm

22.25

c) Deod Deodar ar wood wood wire wire gauzed shutters.

sqm

17.80

18. 18.

Extr Extra a for for prov provid idin ing g and and fixing approved quality rim lock adjustable over the style surface.

each

213.58

752.70

-do-

19. 19.

Pro Providi iding & fi fixing approved quality mortice lock.

each

213.58

694.94

-do-

20. 20.

Expa Expand nded ed meta metall 13mm 13mm to 20mm mesh 16 gauge fixed with 25mm deodar wood strips and screws.

sqm

286.85

3197.10

11.1

Size 1.22 m x 0.6 m (4' x 2')

21.

Exp Expande anded d met metal al 13mm 13mm to 20mm mesh 16 gauge fixed with 25mm cover moulding & screws including deodar wood frame 50 x 50 mm

sqm

820.80

6814.65

-do-

Size 1.22 m x 0.91 m (4' (4' x 3') 3')

22. 22.

Prov Provid idin ing g and and fixi fixing ng almirah as per standard design of WAPDA residences.

sqm

1464.51

6800.05

-do-

23. 23.

Pro Providi iding & fi fixing wardrobe as per standard, design of WAPDA residences.

sqm

2065.50

4419.03

-do-

24. 24.

Maki Making ng & fix fixin ing g fra frame mes s for doors, windows and C. Window W indows. s.

11.1 & 11.2

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


Sr. No. 1

25. 25.

26. 26.


Description

Unit

2 a) Teak

3 sqm

b) Deodar

sqm

288.04

4034.46

c) Shisham

sqm

423.01

2240.96

Maki Making ng & fix fixin ing g deo deoda dar r planking in eave boards etc. planned on both sides rebated and fixed including nails, screws, bolts and brackets:

Specifi cation 6

11.1

a) 25 mm

sqm

487.38

5477.97

b) 20 mm

sqm

487.38

4291.22

c) 13 mm

sqm

487.38

2934.93

Maki Making ng and and fix fixin ing g deod deodar ar wood shelves including brackets:

-do-

a) 50 mm

sqm

487.38

10390.63

b) 40 mm

sqm

487.38

7847.59

c) 25 mm

sqm

487.38

5474.08

27. 27.

Makin king and and fix fixing clea cleats ts for doors and windows including hinges and screws.

each

60.81

249.04

11.1 & 11.2

28. 28.

Makin king and and fix fixing clea cleats ts with brass hooks for roof ventilators.

each

60.81

78.81

-do-

29. 29.

Hard Hard wood ood rai raili ling ng of any any shape & design including bends & corners fixed in position including polishing complete.

11.1

a) Teak

m

520.68

2464.08

b) Shisham

m

520.68

1247.66

m

274.71

1373.98

30. 30.

Deo Deodar dar woo wood d da dado or or picture rail 75 x 40 mm as per approved design including moulding & fixing in place with screws, nails, plugs and painting complete.

31.

Sawing wood by hand: a) Soft wood (deodar, kail or chir).

-do-

-dosqm

183.32

Remark 7


Sr. No. 1

32.

Description

Unit

2 b) Hard wood (shisham, kikar teak or sal).

3 sqm

Sawing machines:

wo wood

Rate (Rs) Labo Labour ur Comp Compos osite ite 4 5 367.79

by

Specifi cation 6

Remark 7

11.1

a) Soft

sqm

65.26

147.76

b) Hard

sqm

131.11

296.86

33. 33.

Makin king & fifixing sun sun shade of deodar wood including brackets.

sqm

582.90

6695.75

-do-

Size 1. 1.52 m x 0.30 0.30 m (5' (5' x 1') 1')

34. 34.

Maki Making ng & fixi fixing ng 25mm 25mm thick kail or chir wood notice board with frame.

sqm

679.90

2364.42

-do-

Size 1. 1.88 m x 0.91 0.91 m (6' (6' x 3') 3')

35. 35.

Makin king & fix fixing ing 6m 6mm thick ply wood in panels including making frame work for ceiling or partition.

sqm

177.98

1466.93

-do-

Size 3.66 m x 4.88 4.88 m (12' (12' x 16') 16')

36. 36.

Hard Hard boar board d she sheet ets s fixe fixed d in panels including making frame work for ceiling or partition.

sqm

177.98

1253.32

-do-

Size 3.66 m x 4.88 4.88 m (12' (12' x 16') 16')

37. 37.

Dism Disman antl tlin ing g and and refix refixin ing g eave boards.

m

81.58

38. 38.

Makin king an and fix fixing wooden stair case complete 600 mm to 915mm wide, from 40mm thick plank of deodar wood, including hand rails.

m

924.33

39. 39.

Fixi Fixing ng doo doorr and and win windo dows ws including chowkats.

each

219.51

40.

Glazing with panes:

-do-

12299.00

-do-

11.1 & 11.2 11.12

a) Glas Glass s Pan Panes es 454 454 to to 512gm used with putty.

sqm

218.62

887.70

(16 oz to 18 oz)

b) Glas Glass s Pan Panes es 454 454 to to 512 gm used with deodar wood fillet and putty.

sqm

218.62

1226.77

(16 oz to 18 oz)

c) Glass Panes 680 to 737gm used with deodar wood fillet and putty.

sqm

218.62

1361.82

(24 oz to 26 oz)

SECTION –11 WOOD WORK

Sr. Description No. 1 2 41. Glazing with plate glass 6mm thick using PVC gasket. 42.

Proving & Fixing Flush door leaf as per CDO standard drawing.

43.

Providing & Fixing deodar beading tapering from 18mm to 6mm;

Unit 3 sqm

sqm


584.74

3656.09


Remark 7

20.8

11.17

(i) with 60 mm width

m

16.36

125.35

(ii) with 76 mm width

m

17.85

219.63

44.

Providing & fixing laminated board for Cupboard upto 600mm deep complete in all respect.

sqm

216.25

5516.90

Size: 2.287m x 1.982m (7½” x 6½”)

45.

Providing & fixing laminated board for Wardrobe shutter complete in all respect.

sqm

205.27

2560.85

Size: 1.60m x 2.896m (5¼” x 9½”)

SECTION –12 PAINTING AND VARNISHING

SECTION - 12 PAINTING AND VARNISHING 1.

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

2.


3.


Sr. No. 1 1.



Description

Unit

2 Cleaning & oiling wood work:

3

a) Cleaning painted wood work with oil & water

sqm

17.57

42.53

b) Oiling wood work with boiled linseed oil.

sqm

17.57

52.61

2.

Brushing and scarping blisters of old paints from wood work.

sqm

26.70

-do-

3.

Scraping brushing and removing oil paint from metal surface.

sqm

127.56

-do-

4.

Painting old surfaces:

-do-

a) Painting corrugated surfaces, patent roofing, etc. with oil paint:

12.4

i) First coat

sqm

49.84

108.35

ii) Each subsequent coat

sqm

37.38

83.35

b) Painting sashes, fan lights, glazed or gauzed doors & windows:

12.2

i) First coat

sqm

30.46

63.35


sqm

24.92

52.06

c) Painting doors and windows any type:

-do-

i) First coat

sqm

49.84

108.35


sqm

37.38

83.35

d) Painting guard bars, gates, iron bars,

12.4

Remark 7


Sr. No. 1

Description

Unit

2

3


Specifi cation 6

gratings, railing (including standard braces etc.) and similar open work: i) First coat

sqm

30.46

63.35


sqm

24.92

52.06

e) Painting fillets, framing, skirting, pipes, gutters and similar linear works not exceeding 152 mm girth:

12.4

i) First coat

m

8.31

17.30


m

5.54

12.16

f)

Painting small detached articles not exceeding 0.10 sqm of painted surface:

i) First coat ii) Each subsequent coat

12.2 12.4

no.

9.69

19.97

no.

8.11

14.73

g) Painting small detached articles exceeding 0.10 sqm and not exceeding 0.30 sqm of painted surface

5.

-do-

i) First coat

no.

18.79

38.24


no.

10.88

22.49

Painting new surfaces:

12.1 12.3

a) Preparing surface and painting corrugated surface, patent roofing etc:

12.4

i) Priming coat ii) Each subsequent coat

sqm

50.43

134.05

sqm

26.70

98.29

b) Preparing surface and painting sashes, fans, lights, glazed or gauzed doors & windows etc. any type (including edges): i) Priming coat

12.3

sqm

32.04

84.28

Remark 7


Sr. No. 1

Description

Unit

2 ii) Each subsequent coat

3 sqm


c) Preparing surface and painting of doors and window any type (including edges): i) Priming coat ii) Each subsequent coat

12.3

sqm

50.43

134.05

sqm

26.70

98.29

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

12.4

i) Priming coat

sqm

32.04

79.66


sqm

18.00

56.73

e) Preparing surface and painting fillets, framing, skirting, pipes gutters & similar linear works not exceeding 152mm girth:

-do-

i) Priming coat

m

8.31

20.44


m

4.15

13.67

f) Painting small detached articles not exceeding 0.10 sqm of painted surface:

12.2 12.4

i) First coat

no.

11.07

26.00


no.

4.94

17.26

g) Painting small detached articles exceeding 0.10 sqm and not exceeding 0.30 sqm of painted surface i) First coat

Specifi cation 6

-do-

no.

20.17

49.27


no.

9.29

31.08

h) Extra for knotting and stepping to priming coat on new surface of wood.

Sqm

4.75

21.05

12.3

Remark 7


Sr. No. 1 6.

7.

8.

9.

Description

Unit

2

3 sqm

Providing, preparing surface & applying 3 coats of approved type of plastic emulsion paint to plastered surface as per manufacturer's specifications. Applying Khanki mixture hot to barrage gates:

sqm

37.38

54.56

ii) Second coat

sqm

29.47

43.09

French complete on;

polishing sqm

418.22

515.17

ii) old work

sqm

221.39

272.13

Varnishing wood work including cleaning and preparing surface: sqm

30.46

112.52

ii) Second coat

sqm

15.23

77.84

ii) Third coat

sqm

15.23

66.16

sqm

32.04

107.27

Coaltar painting laid hot:

14.

12.5

i) First coat

11.

13.

12.7

i) new work

Bitumen coatings to plastered or cement concrete surface using 0.60 kg / sqm.

sqm

28.76

55.30

ii) Second coat

sqm

17.57

39.86

painting

12.9

i) One coat work

sqm

28.48

49.01

ii) Two coat work

sqm

42.72

72.08

Creosote painting applied hot:

-do-

i) One coat work

sqm

28.48

49.01

ii) Two coat work

sqm

42.72

72.08

m

45.68

53.53

Painting 600 mm with gauge reading to 10th of 300 mm.

12.8

-do-

i) First coat

Solignum applied hot:


12.4 & 12.6

i) First coat

10

12.


12.4

Remark 7


Sr. No. 1 15.

Description

Unit

2 Painting sounding rods & other gauges, reading to 10th of 300 mm.

3 m

16.

Painting levelling staves

m

17.

Writing letters or figures per letter per 25mm height.

18.



713.52

748.03

per no.

13.84

15.70

12.1 & 12.11

Painting distance marks for white ground and black lettering on both faces.

each no.

69.22

140.23

-do-

19.

Painting (2 coats) and lettering both sides of intermediate stone.

each no.

42.91

63.46

-do-

20.

Painting (2 coats) and lettering both sides of K.M. stone

each no.

346.08

511.46

-do-

21.

Painting (2 coats) and lettering of sign posts.

each no.

456.83

622.21

-do-

22.

Painting letters with shade (25 mm height)

per letter

22.15

23.48

-do-

23.

Burning off or rubbing down with pumice stone old paint from wood work.

sqm

85.64

128.09

-do-

24.

Removing with caustic soda, old paint from wood work.

sqm

32.04

38.52

-do-

25.

Removing paint varnish from walls.

sqm

64.07

26.

Scarping from hydraulic gates:

or

12.9

-do-

-do-

i) Khanki paint

sqm

7.71

27.40

ii) Aluminium paint

sqm

16.02

35.70

27.

Scraping rust from old rails or girders.

sqm

95.52

106.37

-do-

28.

Chiselling old paint from brick work.

sqm

95.52

104.22

-do-

29.

Cleaning glasses with chalk and spirit, etc.

sqm

64.07

66.26

-do-

30.

Cleaning & oiling rafter or rolled steel beams.

sqm

32.04

50.56

-do-

Remark 7


SECTION –13 WATER SUPPLY AND SANITATION

SECTION-13 WATER SUPPLY AND SANITATION 1.


2.

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

Sr. No. 1

Description

Unit

2

3


Specifi cation 6

TUBEWELLS

1.

2.

Boring for tubewells in all water bearing soils from ground level to 30m depth including sinking & with-drawing of casing pipe with internal diameter.

13.1.2

a) 75 mm

m

361.44

394.10

b) 100 mm

m

481.29

519.22

c) 125 mm

m

997.71

1060.47

d) 150 mm

m

1658.83

1782.74

e) 200 mm

m

4369.69

4567.60

f) 250 mm

m

5365.74

5648.88

g) 300 mm

m

5365.74

5680.99

h) 375 mm

m

8342.22

8739.49

i) 450 mm

m

8342.22

8765.98

j) 550 mm

m

8342.22

8813.35

Boring for tubewells in all water bearing soils from 30m depth below ground level to 60m depth including sinking & withdrawing of casing pipe with internal diameter.

-do-

a) 100 mm

m

885.58

944.87

b) 125 mm

m

1845.63

1959.28

c) 150 mm

m

2538.48

2703.99

d) 200 mm

m

5525.58

5725.70

e) 250 mm

m

6364.27

6633.87

f) 300 mm

m

6783.62

7076.69

g) 375 mm

m

9692.16

10025.72

h) 450 mm

m

9692.16

10071.80

i) 550 mm

m

9692.16

10106.42

Remark 7


Sr. No. 1 3.

4.

5.

Description

Unit

2 Boring for tubewells in all water bearing soils from 60m depth below ground level to 90m depth including sinking & withdrawing of casing pipe with internal diameter.

3


a) 100 mm

m

1181.39

1251.31

b) 125 mm

m

2572.65

2715.30

c) 150 mm

m

3921.81

4125.61

d) 200 mm

m

6652.90

6904.06

e) 250 mm

m

8172.93

8509.41

f) 300 mm

m

8172.93

8541.52

g) 375 mm

m

10352.5 1

10803.13

h) 450 mm

m

10352.5 1

10829.62

i) 550 mm

m

10352.5 1

10876.99

Boring for tubewells in all water bearing soils from 90m depth below ground level to 120m depth including sinking & withdrawing of casing pipe with internal diameter.

Specifica tion 6 13.1.2

-do-

a) 200 mm

m

7779.42

8057.29

b) 250 mm

m

9561.44

9924.55

c) 300 mm

m

9561.44

9956.67

d) 375 mm

m

11702.46

12179.71

e) 450 mm

m

11700.06

12203.80

f) 550 mm

m

11700.06

12251.17

Boring for tubewells in all water bearing soils from 120m depth below ground level to 150m depth including sinking & with-drawing of casing pipe with internal diameter.

-do-

a) 200 mm

m

8905.93

9210.44

b) 250 mm

m

10949.95

11339.70

c) 300 mm

m

10949.95

11371.81

d) 375 mm

m

13324.49

13828.37

e) 450 mm

m

13322.09

13852.46

Remark 7


Sr. No. 1


Specifica tion 6

Description

Unit

2

3

6.

Providing strong substantially built wooden locked box size 600 x 600 x 230mm with compartments for preserving 1.0kg samples of strata obtained from the bore hole and taking preserving in box 1.0kg samples of strata obtained from the bore hole.

Job

1414.72

8518.85

13.1.2.3 13.1.2.4

7.

Furnishing samples of water from bore hole including necessary pumping or boiling, providing sampling bottles and filling water samples in to it.

Job

92.70

121.50

13.1.2.4

8.

Providing & installation brass strainer of following diameter into tubewell bore including M.S. reducer, sockets & bail plugs.

9.

13.1.3

a) 40 mm

m

62.91

973.74

b) 50 mm

m

108.64

1245.97

c) 75 mm

m

108.64

1545.13

d) 100 mm

m

134.98

2566.28

e) 125 mm

m

200.48

4085.83

f) 150 mm

m

287.54

4030.91

g) 175 mm

m

287.54

4439.17

h) 200 mm

m

442.73

5211.00

i) 225 mm

m

442.73

5899.16

j) 250 mm

m

552.16

6637.98

k) 300 mm

m

662.95

9143.50

l) 375 mm

m

793.95

13985.86

Providing and installing PVC class 'B' strainer of following diameter including bail plug, sockets & solution.

-do-

a) 75 mm

m

103.55

480.75

b) 100 mm

m

112.96

665.42

c) 125 mm

m

112.96

896.60

d) 150 mm

m

128.65

1236.49

e) 200 mm

m

167.90

1869.04

Remark 7


Sr. No. 1

10.

11.

12.

Description

Unit

2

3


f) 250 mm

m

167.90

3495.10

g) 300 mm

m

207.41

4799.81

h) 350 mm

m

207.41

6063.65

Providing and installing PVC class 'D' strainer of following diameter including bail plug, sockets & solution.

Specifica tion 6

13.1.3

a) 32 mm

m

58.47

194.14

b) 40 mm

m

58.47

238.82

c) 50 mm

m

63.15

336.97

d) 63 mm

m

63.15

491.03

e) 75 mm

m

103.55

685.47

f) 100 mm

m

112.96

1084.68

g) 125 mm

m

112.96

1561.99

h) 150 mm

m

128.65

2232.60

Providing & installing fibre glass strainer of following diameter with bail plug including sockets & solution etc complete.

-do-

a) 150 mm

m

128.65

6515.60

b) 200 mm

m

167.90

8272.22

c) 250 mm

m

167.90

10486.37

d) 300 mm

m

207.41

13002.38

e) 450 mm

m

207.41

19434.08

Providing & installing mild steel blind pipe having following diameter (mm) & thickness (mm) with sockets into tubewell bore hole including jointing/welding with strainer.

-do-

a) 50, 3

m

108.64

868.83

b) 75, 3

m

108.64

1733.20

c) 100, 3

m

134.98

2505.52

d) 125, 5

m

200.48

3566.87

e) 150, 5

m

287.54

4829.78

f) 175, 5

m

287.54

6382.43

g) 200, 5

m

442.73

8090.27

h) 225, 5

m

442.73

9819.32

Remark 7


Sr. No. 1

13.

14.

15.

Description

Unit

2

3


i) 250, 6

m

552.16

11657.80

j) 300, 6

m

662.95

14816.44

k) 375, 6

m

793.95

20863.28

Providing & installing PVC class 'B' blind pipe of following diameter into tubewell bore hole including sockets & solution.

Specifica tion 6

13.1.3

a) 75 mm

m

103.55

529.11

b) 100 mm

m

112.96

756.92

c) 125 mm

m

112.96

990.63

d) 150 mm

m

128.65

1371.28

e) 200 mm

m

167.90

2080.45

f) 250 mm

m

167.90

3906.85

g) 300 mm

m

207.41

5774.11

h) 350 mm

m

207.41

7600.51

Providing and installing PVC class ‘D’ blind pipe of following diameter into tubewell bore hole including sockets & solution.

-do-

a) 32 mm

m

58.47

210.28

b) 40 mm

m

58.47

270.74

c) 50 mm

m

63.15

343.01

d) 63 mm

m

63.15

502.37

e) 75 mm

m

103.55

702.11

f) 100 mm

m

112.96

1112.72

g) 125 mm

m

112.96

1603.63

h) 150 mm

m

128.65

2292.08

Providing & installing fibre glass blind pipe of following diameter into tubewell bore with socket & solution.

-do-

a) 150 mm

m

128.65

5330.92

b) 200 mm

m

167.90

6737.68

c) 250 mm

m

193.19

8575.87

d) 300 mm

m

207.41

10864.03

e) 450 mm

m

207.41

15599.82

Remark 7


Sr. No. 1 16.

17.

18.

Description

Unit

2

3


Shrouding & filling around strainer/blind pipe graded bajri (3mm to 10mm) into space between the bore wall and strainer/blind pipe with internal diameter: a) 75 mm

m

392.99

486.87

b) 100 mm

m

589.48

703.77

c) 125 mm

m

589.48

722.14

d) 150 mm

m

785.98

928.84

e) 175 mm

m

785.98

947.20

f) 200 mm

m

785.98

965.57

g) 225 mm

m

982.47

1182.47

h) 250 mm

m

982.47

1190.64

i) 300 mm

m

982.47

1229.41

j) 375 mm

m

1178.96

1529.99

Providing & placing of cement sand grout (1:1) around blind pipe & bore hole wall with internal diameter:

13.1.5

a) 75 mm

m

39.14

506.87

b) 100 mm

m

59.11

621.24

c) 125 mm

m

59.11

715.11

d) 150 mm

m

78.28

780.96

e) 175 mm

m

78.28

874.24

f) 200 mm

m

78.28

968.65

g) 225 mm

m

118.22

1102.46

h) 250 mm

m

118.22

1149.13

i) 300 mm

m

157.36

1374.90

j) 375 mm

m

157.36

1889.89

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

13.1.6

a) Development by Air lift Tool Method i) Discharge upto 0.0425 cumec (1.50 cusecs).

each

14514.36

84214.55

ii) Discharge above 0.0425 cumec (1.50 cusecs).

each

24190.60

163590.97

b) Development & Testing by pumping


Remark 7


Sr. No. 1

Description

Unit

2 (Raw Hiding) Method i) Discharge upto 0.0425 cumec (1.50 cusecs). ii) Discharge above 0.0425 cumec (1.50 cusecs).

3


each

18848.93

71997.30

each

18848.93

85237.30

Specifica tion 6

PIPE LINES

19.. 19

20.. 20

21.. 21

22.. 22

Pro Providin ding, low loweri ering & laying into trenches, jointing & testing A.C. class B pipe line with internal diameter.

13.2.2.15 13.2.4 to 13.2.9

a) 75 mm

m

97.28

491.64

b) 100 mm

m

111.18

705.03

c) 150 mm

m

161.40

1302.72

d) 200 mm

m

224.55

2050.19

e) 250 mm

m

285.29

3231.38

f) 300 mm

m

373.24

4316.82

g) 400 mm

m

373.24

6868.54

Pro Providin ding, laying ying into into trenches, jointing & testing PVC class 'B' pipe line with specials for intern internal al Ø:

-do-

a) 75 mm

m

65.52

617.80

b) 100 mm

m

97.28

933.49

c) 150 mm

m

130.44

1744.23

d) 200 mm

m

162.80

2646.66

e) 250 mm

m

195.15

5053.34

f) 300 mm

m

228.31

7462.17

g) 375 mm

m

260.08

9868.26

Pro Providin ding, low loweri ering & laying into trenches jointing and testing PVC class 'D' pipe line with specia spe cials ls for for inter internal nal Ø:

-do-

a) 50 mm

m

49.04

412.18

b) 75 mm

m

65.52

842.70

c) 100 mm

m

97.28

1396.03

d) 150 mm

m

130.44

2941.27

Loweri Low ering, laying in trenches and jointing RCC plain or glazed

13.3.2.1.3 13.3.3 to

Remark 7


Sr. No. 1

23.. 23

Description

Unit

2 earthen ware pipes, specials in 1:1:5 cement, sand mortar and finishing the dowel to angle of 45º with 1:1 cement sand mortar including cost of yarn, cutting & chipping where required with internal diameter:

3

a) 100 mm b) 150 mm c) 175 mm d) 200 mm e) 225 mm f) 250 mm g) 300 mm h) 375 mm i) 450 mm j) 525 mm k) 600 mm l) 675 mm m)750 mm

m m m m m m m m m m m m m

59.74 59.74 59.74 89.45 89.45 106.38 130.70 158.64 193.09 220.11 249.18 294.05 337.99

Loweri Low ering & layi laying ng cas cast iron pipes & specials into trenches of any depth, to required alignment &

Specifica tion 6 13.3.5 13.3.9

71.56 72.14 75.96 108.06 109.17 128.27 156.11 186.23 223.13 255.02 286.85 336.35 385.16

Pro Providin ding, low loweri ering & laying into trenches and jointing cement concrete reinforced pipeline to correct alignment & grade including cutting of pipes where necessary cost of jointing material & testing with internal diameter:. a) 100 mm b) 150 mm c) 175 mm d) 200 mm e) 225 mm f) 250 mm g) 300 mm h) 375 mm i) 450 mm j) 525 mm k) 600 mm l) 675 mm m)750 mm

24.. 24


13.3.2.1.3 13.3.3. to 13.3.6 13.3.9

m m m m m m m m m m m m m

59.74 59.74 59.74 89.45 89.45 106.38 130.70 158.64 193.09 220.11 249.18 294.05 337.99

246.93 529.46 759.96 834.00 848.26 995.70 1177.55 1489.60 1783.90 2091.27 2398.59 3082.18 3737.46 13.3.2.1.1 13.3.3. to 13.3.6

Remark 7


Sr. No. 1

Description

Gradients diameter:

2 with

3

26.


internal

a) 50 mm b) 63 mm c) 75 mm d) 100 mm e) 125 mm f) 150 mm g) 175 mm h) 200 mm i) 225 mm j) 250 mm k) 300 mm l) 375 mm 25. 25.

Unit

m m m m m m m m m m m m

25.97 33.91 41.85 46.60 59.13 63.87 75.01 82.95 100.98 110.47 133.24 175.59

Join Jointi ting ng cast cast iron iron sock socke et & spigot pipes, valves & specials with run lead duly caulked including testing (inclusion of cost of yarn, lead fuel & tools etc) with internal diameter: a)

75 mm

b) c) d) e)

100 mm 125 mm 150 mm 175 mm

13.2.4.6 13.3.6.5

Per joint -do-do-do-do-

278.41

780.76

318.35 358.28 417.61 457.55

942.30 1163.72 1301.09 1537.65

Makin king fl flanged jo joints fo for r cast iron pipes, valves and and spec specia ials ls incl includ udin ing g cost of all bolts, nuts & rubber packing etc with internal diameter: a) 50 mm b) 63 mm c) 75 mm d) 100 mm e) 125 mm f) 150 mm g) 175 mm h) 200 mm i) 225 mm j) 250 mm k) 300 mm l) 375 mm


-do-

Per joint -do-do-do-do-do-do-do-do-do-do-do-

174.00

397.25

174.00 174.00 217.16 260.31 303.46 348.01 391.16 434.32 522.01 608.32 696.02

469.25 472.44 519.66 634.81 752.86 872.89 992.68 1111.31 1271.01 1508.86 1828.21

Remark 7


Sr. No. 1 27. 27.

Description

Unit

2 Prov Provid idin ing g and and fixi fixing ng G.I. G.I. flanges including bolts, nuts, gasket etc and cutting threads to pipes & specials with internal diameter:.

3

a) 50 mm

Per joint -do-do-do-do-do-do-do-do-do-do-do-

b) 63 mm c) 75 mm d) 100 mm e) 125 mm f) 150 mm g) 175 mm h) 200 mm i) 225 mm j) 250 mm k) 300 mm l) 375 mm 28.. 28

29.. 29

217.16

1280.41

217.16 217.16 260.31 348.01 389.77 434.32 477.47 563.77 651.47 737.78 825.48

1544.41 1775.60 2062.81 3026.51 3479.17 3935.19 4390.99 4888.77 5384.47 5958.32 6613.67

Pro Providin ding & fix fixing C C.I .I.. surface boxes for sluice valves, fire hydrants, air valves and metre boxes etc., but excluding the cost of masonry chamber: Slu Sluice valv alves (2 (230 x 230 mm)

each

119.81

1418.06

b)

Air Air valv alves, me metr tre e box & fire hydrants (230 x 150 mm)

each

99.84

747.92

c)

Air Air valv alves, me metr tre e box & fire hydrants (100 x 100 mm)

each

79.88

388.63

Pro Providin ding & fix fixing fe ferrrul rules including drilling & tapping pipelines and screwing in ferrules & connections with internal diameter:

Cutti uttin ng ca cast iron ron pi pipe pes s & specials and chipping off or fill fillin ing g surf surfac ace e to to a uniform finish with internal diameter:

Specifica tion 6 13.2.4.6.3

13.2.2.5 13.2.4.9

a)

a) 13 mm b) 20 mm c) 25 mm 30.. 30


13.2.2.6 132.4.10

each each each

119.81 175.73 263.59

282.26 385.43 547.54 13.2.4.2

Remark 7


Sr. No. 1

Description

Unit

2 a) 50 mm

3 each cut -do-

b) 63 mm c) 75 mm d) 100 mm e) 125 mm f) 150 mm g) 175 mm h) 200 mm i) 225 mm j) 250 mm k) 300 mm 31.

-do-do-do-do-do-do-do-do-do-

Rate (Rs) Labo Labour ur Comp Compos osite ite 4 5 231.64

247.61 335.48 399.38 407.37 439.32 455.29 495.23 559.13 654.98 766.81

Providing & fix fixing temporary wooden tapered plugs of hard wood to ends of pipe lines with internal diameter: a) 50 mm b) 63 mm c) 75 mm d) 100 mm e) 125 mm f) 150 mm g) 175 mm h) 200 mm i) 225 mm j) 250 mm k) 300 mm

32.. 32

Con onst stru ruc ctio tion of of sl sluice ice valve or fire hydrant chamber 610x610mm minimum size, 230mm thick brick work 1:5 cement sand mortar, 114mm thick 1:4:8 cement concrete in foundation 50mm thick 1:2:4 cement concrete in bed, 75mm 1:2:4 RCC slab on top and 13mm thick 1:3 cement sand plaster inside.

33.

Providing & fix fixing socketed or flanged sluice valve complete in all respec respects ts with with intern internal al

Specifica tion 6

13.2.4.1

each plug -do-do-do-do-do-do-do-do-do-doper job

11.98

27.43

11.98 17.57 29.55 39.94 43.93 53.52 57.51 60.71 67.10 90.26

14.95 54.21 85.99 122.12 155.82 200.06 266.43 346.86 413.65 671.48

5219.99

11405.73

13.2.4.8

13.2.2.2 13.2.4.8

Remark 7


Sr. No. 1

Description

Unit

2

3

a) 50 mm b) 63 mm c) 75 mm d) 100 mm e) 125 mm f) 150 mm g) 175 mm h) 200 mm i) 225 mm j) 250 mm k) 300 mm l) 375 mm

each each each each each each each each each each each each


Specifica tion 6

diameter:

34.

13.2.2.3 13.2.4.9

each each

303.53 303.53

2004.61 2410.56

Laying, jointing fixing & testing G.I. or W.I. pipes lines with all specials inside buildings & trenches with internal diameter: a) 13 mm b) 20 mm c) 25 mm d) 32 mm e) 40 mm f) 50 mm g) 63 mm h) 75 mm i) 100 mm j) 125 mm k) 150 mm

36.

2224.81 2250.56 20733.46 31803.48 44453.79 7246.70 10302.98 13357.46 14445.96 15620.36 25909.81 36177.96

Providing & fixing fire hydrants complete in all respects with internal diameter: a) 50 mm b) 65 mm

35.

348.01 348.01 348.01 434.32 520.62 606.93 696.02 782.32 868.63 1044.03 1216.64 1216.64

13.2.2.1.3 13.2.4.6 to 13.2.9

m m m m m m m m m m m

65.52 78.30 91.87 110.86 123.64 133.73 156.00 175.58 221.51 286.44 312.79

Providing, laying, jointing & testing heavy water or steam quality G.I. or W.I. pipes & specials inside buildings & trenches with internal diameter: a) 13 mm b) 20 mm c) 25 mm

-do-

m m m

65.52 78.30 91 87

232.13 308.39 416 41

Remark 7


Sr. No. 1

37.

Description

Unit

2 d) 32 mm e) 40 mm f) 50 mm

3 m m m

g) 63 mm h) 75 mm i) 100 mm j) 125 mm k) 150 mm

m m m m m

b) 20 mm c) 25 mm d) 32 mm e) 40 mm f) 50 mm g) 63 mm h) 75 mm i) 100 mm

Refixing, cleaning threads and rejointing dismantled G.I. or W.I. pipes, specials, valves and fittings etc. complete

Specifica tion 6

1060.33 1231.62 1705.06 2453.13 2954.81 13.2.4.6

Per joint -do-do-do-do-do-do-do-do-

129.46

572.19

129.46 129.46 129.46 174.00 174.00 174.00 174.00 217.16

627.86 674.26 726.10 1244.44 1305.31 1497.31 1726.76 2011.71

Dismantling, disjointing, removing & cleaning of external surface of G.I. or W.I. pipe line with specials, valves and fittings and removal of holder bates and stacking all material at site of work for internal diameter: a) 13 mm b) 20 mm c) 25 mm d) 32 mm e) 40 mm f) 50 mm g) 63 mm h) 75 mm i) 100 mm

39.

156.00 175.58 221.51 286.44 312.79

Providing & fixing flanges to G.I. or W.I. pipes including all bolt, nuts, washers & gaskets etc. for internal diameter: a) 13 mm

38.

Rate (Rs) Labour Composite 4 5 110.86 525.81 123.64 656.01 133.73 801.06

13.5.13

m m m m m m m m m

32.36 55.43 78.30 110.86 133.73 156.00 179.66 201.94 225.01 13.2.4

Remark 7


Sr. No. 1

Description 2 in all respects internal diameter:

Unit 3

Specifica tion 6

with

a) 13 mm b) 20 mm c) 25 mm d) 32 mm e) 40 mm f) 50 mm g) 63 mm h) 75 mm i) 100 mm 40.


m m m m m m m m m

45.94 78.30 101.37 133.73 149.61 166.08 189.15 211.43 235.09

Cutting holes 230mm square through stone, brick or concrete block masonry in cement walls for pipes and making good to original condition:

13.4.7

a) Upto 455mm thickness

each

380.69

428.71

b) Upto 915mm thickness

each

502.51

599.13

41.

Cutting holes upto 230mm square for pipes in floors and roofs of bricks or tiles with base concrete and making good to original condition upto 300mm thickness.

each

190.34

204.41

-do-

42.

Cutting holes upto 230mm square for pipes in floors and roofs of cement, reinforced cement concrete or reinforced brick work & making good to original condition 150mm thickness.

each

284.75

327.15

-do-

43.

Cutting slots upto 230mm wide in cement concrete, conglomerate floors & making good to original condition upto 50mm thickness of topping.

m

499.46

684.67

-do-

44.

Providing & fixing C.I. or W.I. pipe sleeve pieces having following diameter in walls, floors & roofs. a) 13 mm b) 20 mm

13.5.8

each each

55.77 55 77

91.85 97 51

Remark 7


Sr. No. 1

45.

46.


Description

Unit

2

3

c) 25 mm

each

74.36

135.91

d) 32 mm

each

74.36

141.57

e) 40 mm

each

92.95

176.44

f) 50 mm

each

92.95

465.54

g) 63 mm

each

111.54

498.95

h) 75 mm

each

130.13

532.36

i) 100 mm

each

139.42

651.09

j) 125 mm

each

148.72

860.59

k) 150 mm

each

167.30

1079.38

Providing & fixing galvanized malleable iron holder bats or hold fasts to pipe lines fixed on walls and ceilings including cutting walls or ceiling & making good to original condition with internal diameter;

Specifica tion 6

13.5.7

a) 13 mm

each

15.98

21.19

b) 20 mm

each

30.62

37.03

c) 25 mm

each

36.19

45.80

d) 32 mm

each

44.55

57.07

e) 40 mm

each

55.68

75.17

f) 50 mm

each

61.25

93.26

g) 63 mm

each

66.82

105.79

h) 75 mm

each

72.39

116.93

i) 100 mm

each

86.31

119.91

Providing & fixing hard brass or gun metal peet valves heavy pattern with hand wheel on G.I. or W.I. pipe lines laid in the ground or inside buildings for diameter:

13.5.4

a) 13 mm

each

334.09

445.44

b) 20 mm

each

403.69

563.75

c) 25 mm

each

473.29

709.91

d) 32 mm

each

542.89

893.18

e) 40 mm

each

598.58

1099.64

f) 50 mm

each

1224.99

1930.20

g) 63 mm

each

1461.64

2742.14

h) 75 mm

each

1851.41

3521.63

i) 100 mm

each

2046.29

4927.43

Remark 7


Sr. No. 1 47.

48.

Description 2 Providing and 75mm dia G.I. (China)

Unit

fixing Union

3 each


Providing and fixing stop chocks of gun metal or hard brass, screw down type on G.I. or W.I. pipe lines, laid in trenches or inside buildings for diameter: a) 13 mm

Specifica tion 6 13.2 13.5

-do-

each

167.11 107.83

49.

50.

b) 20 mm

each

133.39

224.48

c) 25 mm

each

149.37

318.52

Providing & fixing bib tap of gun metal or hard brass, screw down type on G.I. or W.I. pipe lines having diameter;

13.5.5

a) 13 mm

each

107.83

226.14

b) 20 mm

each

133.39

234.60

c) 25 mm

each

149.37

288.16

Providing, fixing and testing gun metal gate valve complete for diameter:

13.5.4

a) 50 mm

each

174.00

3594.00

b) 75 mm

each

348.01

9948.01

51.

Providing & fixing reflux valve having diameter of 100 mm.

each

348.01

1308.39

13.5.4.2

52.

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

each

99.84

341.10

13.2.2.5

53.

Construction of peet valves or stop cock masonry chamber of size 230mm x 230mm.

each

539.57

1514.52

13.2.4.8

SURFACE DRAINS

54.

Making house outlet connection including cutting and forming parnalas and making khuras:

13.7.1

Remark 7


Sr. No. 1

55.

a) 300mm x 300mm

each

291.93 416.16 Rate (Rs) Labour Composite 4 5

Description

Unit

2

3

b) 300mm x 150mm

each

273.40

344.48

c) 230mm x 150mm

each

277.79

337.24

Tega formed first class bricks on end laid to lines, grades, slopes & shape with cement sand mortar 1:5 thick:

13.7.1

a) 75 mm

m

44.77

131.78

b) 115 mm

m

66.86

191.19

56.

First class bricks laid flat in reimbursement in & over 1:6 cement sand mortar on sides of drains and in other works where required, over cement concrete or other foundation. All joints to be left completely filled & struck flush.

sqm

217.26

616.20

57.

First class bricks laid on edge in reimbursement in & over following cement sand mortar on sides of drains & in other works where required, over cement concrete or other foundation. All joints to be left completely filled and struck flush:

58.

59.

Specifica tion 6

-do-

-do-

a) 1:5

sqm

309.24

922.47

b) 1:6

sqm

309.24

905.03

First class flat bricks herring bond pitching laid to the lines grades shapes & slopes in Cement sand mortar:

-do-

a) 1:5

sqm

202.76

611.69

b) 1:6

sqm

202.76

758.73

First class bricks on edge herring bond pitching laid to the lines, grades, shapes & slopes in Cement sand mortar:

13.7.2

a) 1:5

sqm

259.98

873.21

b) 1:6

sqm

259 98

855 77

Remark 7


Sr. No. 1

60.

Description

Unit

2

3


Constructing Punjab Standard drains consisting of drain cunette of cement concrete 1:2½:5 over cement concrete 1:6:18 in foundation complete laying to lines grades, slopes and shapes:

Specifica tion 6

13.7.1

a) Type - I

m

226.40

789.79

b) Type - II

m

324.11

1100.93

c) Type - III

m

377.80

1178.45

d) Type - IV

m

441.04

1434.00

e) Type - V

m

561.58

1774.03

f) Type - VI

m

591.38

1822.78

g) Type - VII

m

666.83

2095.42

h) Type - VIII

m

835.73

2649.73

i) Type - IX

m

1119.64

3554.65

j) Type - X

m

1218.50

3856.08

k) Type - XI

m

1286.75

4129.61

l) Type - XII

m

1412.96

4470.17

PROVIDING & FIXING SANITARY, GAS & LABORATORY INSTALLATIONS

61.

White glazed earthen ware water closet European type domestic of best quality.

each

370.80

2542.88

13.4.6.4

62.

White glazed earthen ware water closet squatting type domestic orrisa pattern of best quality.

each

370.80

1646.66

-do-

63.

White glazed earthen ware water closet squatting type domestic Indian pattern of best quality.

each

370.80

1510.80

-do-

64.

White glazed earthen ware wash hand basin domestic of supreme quality:

13.4.6.1

a) 65 cm

each

370.80

1267.17

b) 55 /56 cm

each

370.80

1093.68

c) 45 cm

each

370.80

925.97

Remark 7


Sr. No. 1


Specifica tion 6

Description

Unit

2

3

65.

White glazed earthen ware pedestal for wash basin domestic of supreme quality.

each

370.80

1205.91

13.4.6.1

66.

White glazed earthen ware sink domestic best quality (45 cm x 60 cm).

each

370.80

3154.50

13.4.6.3

67.

Stainless Steel sink:

-do-

a) 50 cm x 100 cm b) 50 cm x 125 cm

each each

370.80 370.80

3989.61 4407.17

68.

White glazed earthen ware urinal local best quality flat back/corner type.

each

556.20

1546.20

69.

Providing & fixing bath tub of best quality (fiber glass):

70.

71.

each

1038.24

6048.90

b) With Arm Rest

each

1038.24

9389.35

low level flushing cistern13.5 litres capacity best quality:

13.4.6.4

each

370.80

1723.18

each

370.80

1723.18

Cast iron high level cistern of best quality

-do-

a) 13.5 litres capacity

each

370.80

1901.84

b) 4.5 litres capacity

each

370.80

1674.50

each

370.80

5978.25

72.

White glazed earthen ware bidet with all hardware fittings complete of supreme quality.

73.

Soap dishes:

74.

13.4.6.9

a) Plain

a) White glazed earthen ware b) Plastic

13.4.6.7

13.4.6.5

13.4.6.10

a) Glazed earthenware

each

74.16

1445.45

b) Chromium plated

each

74.16

2125.04

c) Plastic

each

74.16

765.84

Toilet paper holders:

13.4.6.6


each

74.16

953.92

b) Chromium plated

each

74.16

1809.52

c) Plastic

each

74.16

526.12

Remark 7


Sr. No. 1 75.

76.

77.

78.

79.

80.

81.

82.

83. 84.

Description

Unit

2 Tooth brush holder with tooth paste dish:

3


a) Glazed earthen ware

each

74.16

1591.04

b) Chromium plated

each

74.16

2343.44

c) Plastic

each

74.16

462.44

Tumblers holders

Specifica tion 6 13.4.6.10

-do-


each

74.16

350.69

b) Chromium plated

each

74.16

267.18

c) Plastic

each

74.16

141.92

Looking glass 550mm x 400mm size 1st quality (without frame):

13.4.6.2

a) Pak made

each

74.16

693.07

b) Belgium / Japan made

each

74.16

1143.07

Chromium plated towel rail /ring:

13.4.6.10

Rail 600mm x 20mm

each

74.16

2893.57

Rail 500mm x 13mm

each

74.16

2326.64

Ring 150mm Ø

each

74.16

1774.64

Glass shelves 600mm x 125mm size with C.P. brackets:

13.4.6.12

a) With C.P. railing

each

74.16

325.05

b) Without railing

each

74.16

255.45

C.P. Pillar cocks: a) 13 mm Ø

each

53.40

494.15

b) 20 mm Ø

each

53.40

656.53

C.P. stop cocks:

13.4.6.3 13.5.5

13.5.5.

a) 13 mm Ø

each

53.40

470.95

b) 20 mm Ø

each

53.40

554.46

C.P. bib tap:

-do-

a) 13 mm Ø

each

53.40

475.59

b) 20 mm Ø

each

53.40

624.05

Brass bib tap 13mm Ø

each

53.40

192.58

C.P. waste coupling:

13.5.5. 13.4.6.3

a) 32 mm Ø

each

53.40

290.01

b) 40 mm Ø

each

53.40

498.79

Remark 7


Sr. No. 1 85.

Description 2 Rubber plug with Chain:

Unit 3



a) 32 mm Ø

each

26.70

68.45

b) 40 mm Ø

each

26.70

110.21

86.

PVC flushing pipe: 32mm Ø

each

53.40

95.15

13.4.6.4

87.

PVC flushing bend: 32mm Ø

each

53.40

76.59

-do-

88.

Waste pipe for wash hand basin 32mm Ø:

89.

-do-

a) PVC

each

53.40

95.15

b) Nickle

each

53.40

401.36

c) C.P. brass

each

53.40

691.33

Waste pipe for sinks & urinals 40mm Ø

-do-

a) PVC

each

53.40

150.82

b) Nickle

each

53.40

429.19

c) C.P. brass

each

53.40

758.60

90.

C.P. bottle trap with C.P. waste pipe 32 mm Ø

each

222.48

1196.78

91.

C.I. brackets:

92.

93.

94.

a) For wash basins

each

111.24

222.59

b) For sinks

each

111.24

264.34

Connections 13 mm Ø

-do-

13.4.6.1 13.4.6.3

13.4

a) PVC

each

111.24

166.91

b) BCP

each

111.24

208.67

Brass ball valves having diameter:

13.4.6.4

a) 13 mm

each

53.40

290.01

b) 20 mm

each

53.40

387.44

c) 25 mm

each

53.40

554.46

d) 32 mm

each

53.40

1013.77

e) 40 mm

each

53.40

1473.08

f) 75 mm

each

53.40

1974.15

C.P. tee stop cocks:

13.5.5

a) 13 mm Ø

each

111.24

459.20

b) 20 mm Ø

each

111.24

500.96

Remark 7


Sr. No. 1 95.

96.

Description

Unit

2 13mm x 100mm shower rose.

3 each

C.P.


Telephonic shower:


-do-

a) With mixing valves

each

222.48

3006.18

b) Without mixing valves.

each

53.40

821.23

97.

Chromium plated shower 13mm complete with C.P. arm, 2 Nos. C.P. stop cock 1 No. C.P. bib cock & 1 No. C.P. shower.

each

370.80

3186.98

-do-

98.

Chromium plated mixing valves.

each

1503.09

13.5.5

99.

Chromium plated or oxidised gas cock 6 mm.

111.24

13.5.1.3

a) Single way

each

55.18

398.50

b) Two way

each

77.42

504.26

c) Three way

each

116.58

613.01

100.

Nipple or bush 6mm to 10mm diameter.

each

39.16

66.99

-do-

101.

Copper pipe 6 mm to 10 mm diameter.

m

17.80

203.38

-do-

102.

Chromium plated or oxidized swan neck cocks 13 mm diameter:

103.

104.

105.

-do-

a) Single way

each

55.18

542.32

b) Two way

each

111.24

1196.88

c) Three way

each

166.42

1377.33

P. Trap brass, diameter:

13.4.6.4

a) 32 mm

each

111.24

974.19

b) 40 mm

each

111.24

1294.31

P. Trap C.P, diameter:

-do-

a) 32 mm

each

111.24

904.60

b) 40 mm

each

111.24

1224.72

S. Trap brass, diameter:

-do-

a) 32 mm

each

111.24

974.19

b) 40 mm

each

111.24

1322.15

Remark 7


Sr. No. 1 106.

Description 2 S. Trap C.P. diameter:

Unit 3


a) 32 mm

each

111.24

974.19

b) 40 mm

each

111.24

1322.15

107.

S. Trap 102 mm diameter China-ware (Pakistan made)

each

185.40

282.83

108.

Floor trap 100mm x 50mm (including 50 mm concrete chamber all round):


-do-

13.4.5

a) With C.I. grating

each

143.14

444.49

b) With C.P. grating

each

143.14

458.40

109.

Gully trap 100mm diameter of cement concrete (including 305mm x 305mm masonry chamber and C.I. grating 150mm x 150mm)

each

855.26

2104.92

-do-

110.

Gully trap 100mm diameter of cast iron (including 305mm x 305mm masonry chamber)

each

855.26

2651.02

-do-

111.

Seat & cover for European type water closet (Pakistan made)

13.4.6.4

a) Bakelite

each

56.06

668.48

b) PVC

each

56.06

515.38

PROVIDING AND FIXING SOIL PIPES & FITTINGS

112.

113.

C.I. soil pipes with lead chaulked joints for diameter:

13.3.2.1 13.3.6.5

a) 50 mm

m

87.81

1400.00

b) 100 mm

m

112.13

1952.38

C.I. soil specials with lead/wood chaulked joints for diameter:

-do-

a) 50 mm

Special

148.32

423.07

b) 100 mm

Special

222.48

659.15

Remark 7


Sr. No. 1

114.

115.

116.

Description

Unit

2

3


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

Specifica tion 6

13.3.6.5

a) 50 mm

m

60.81

1082.31

b) 100 mm

m

81.58

1615.05

C.I. soil specials having following diameter with cement joints (1:2):

-do-

a) 50 mm

Special

148.32

372.74

b) 100 mm

Special

222.48

562.91

C.I. manhole covers having following diameter with frames:

13.3.7

a) 300 mm

each

152.28

569.83

b) 450 mm

each

198.75

1033.86

Remark 7

SECTION – 14 ROAD AND ROAD STRUCTURES

SECTION- 14 ROAD AND ROAD STRUCTURES 1.


2.


Sr. No.

Description

Unit

1

2

3

Rate (Rs) Labour Composite 4

5

Specifi cation 6

EARTH WORK 1.

Earth work in all types of soils except rock for embankment lead upto 150m & lift upto 1.50m including ploughing mixing with blade or disc harrow or other suitable equipment compaction by mechanical means complete at optimum moisture content and dressing to designed sections.

cum

167.67

605.42

14.1 to 14.6 & 14.20

2.

Add extra to item No.1 above for hilly or broken areas not requiring blasting.

cum

31.44

-do-

3.

Extra for every 150m additional lead or part thereof for earth work all kind of soil (including gravel, shingle or rock).

cum

42.12

-do-

4.

Add for every 300mm lift.

extra

cum

10.68

-do-

5.

Excavation in foundation of buildings, bridges & other structures including dag belling, dressing, refilling with excavated earth including watering and ramming lead upto 30 metres and lift upto 1.5 metres.

cum

226.92

-do-

6.

Earthwork excavation in all types of soils dressed to designed sections grades & profiles and

cum

154.28

14.1 to 14.6

Remark 7


Sr. No. 1

Description

Unit

2

3


excavated material disposed off & dressed lead upto 15 metres.

Specifi cation 6 & 14.20

SUB-BASE COURSE 7.

Sub-base course of bricks on edge 115 mm 'thick'.

cum

552.92

4848.42

14.8

8.

Sub-base course of bricks ballast including compaction to required camber & grade

cum

341.19

1480.62

-do-

9.

Sub-base course of pit run gravel (granular material) including placing, mixing & compaction to required camber and grade.

cum

339.04

2997.40

14.7

BASE COURSE 10.

Base course of hand crushed stone aggregate including mixing, spreading to required depth & compaction of the base course material filling voids with stone dust with the help of sprinkling water as specified.

cum

509.70

2486.66

14.9 to 14.10

11.

Base course of machine crushed stone aggregate as specified.

cum

339.04

2938.92

-do-

SURFACING 12.

Surface treatment:

14.14

a) First coat

Sqm

13.10

284.78

b) Second coat

sqm

7.75

138.41

c) Third coat

Sqm

6.67

157.17

13.

Resurfacing of existing roads.

Sqm

12.44

226.09

-do-

14.

Priming coat using 0.5 litres kerosine oil & 0.5 kg. binder per sqm.

sqm

12.76

82.37

14.12

Remark 7


Sr. No. 1 15.

16.

17.

Description

Unit

2 Tack coat using 0.7 kg. of bitumen per sqm.

3 sqm


Plant mixed bituminous carpet, including compaction and finishing to required camber, grade & density:


14.15 to 14.17

a) 25 mm thick

sqm

185.12

680.95

b) 40 mm thick

sqm

288.24

1075.06

c) 50 mm thick

sqm

357.09

1263.73

Scarifying old road surface including removal of debris within 30 m.

cum

177.98

DISTANCE MARKS ETC. 18.

Road edging complete

19.

Providing and fixing:

m

9.73

83.40

14.17 14.33

a) K.M. stone

each

1721.06

4166.05

b) Intermediate post

each

425.61

1217.19

c) Boundary pillars

each

468.22

1462.05

d) Sign post

each

1356.73

5761.13

CONCRETE 20.

Plain cement concrete, refer Section-5 of this Schedule.

5.6 & 14.21

21.

Reinforced cement concrete works, refer Section-5 of this Schedule.

-do-

22.

Fabrication of steel reinforcement for cement concrete, refer Section-5 of this Schedule.

-do-

BRICK WORK 23.

Brick works, Section-6 of Schedule.

refer this

6.1 to 6.5

Remark 7


Sr. No. 1

Description

Unit

2

3


Specifi cation 6

STONE WORK 25.

Coursed rubble masonry dry, refer Section-7 of this Schedule.

7.32 7.11

26.

Coursed rubble masonry in cement sand mortar, refer Section-7 of this Schedule.

7.0

27.

Stone pitching works, refer Section-7 of this Schedule.

7.3

SURFACE RENDERING 28.

Cement pointing plaster works, Section-10 of Schedule.

and refer this

10.1 to 10.6

PRESTRESSED BRIDGES 29.

Rubber bearing

cum

30.

Steel bearing

each set of 1 end

31.

Prestressed main beam of specified size: a) Anchorage cones in cable for 12 / 0.276"

1.44 3028.00

708.00

b) Sheath 1-9/16" i/d 12/0.276" cable

m

47.00

c) Halical core for 12 /0.276" cable

m

8.00

d) H.T. wire for 12 / 0.276" cable

kg.

58.00

e) Assemble, place attach 12 / 0.276" cable.

m

156.25

172.25

per cable

234.53

889.18

g) Inject cable with cement grout

m

13.84

48.50

h) Cut off projecting wire end

per cable

278.41

313.06

Stress cables with jack on both ends

-do-

-doper set

f)

14.23

Remark 7


Sr. No. 1

Description i)

j)

Unit

2 Make good recesses each end of the beam with type 'A' concrete and cure.

3 each

Lift Transport & placing beams in position upto 30 metres length.

each

32.

Expansion joints.

33.

Rain water out lets.

35.

R.C.C. railing.


Specifi cation 6

14614.48

26744.65

m

456.59

754.71

14.24

each

651.18

1376.46

14.28

m

1361.54

2086.58

14.30 to 14.32

Remark 7

SECTION – 15 LINING OF CANALS

SECTION- 15 LINING OF CANALS 1.


2.


Sr. No. 1 1.

Description

Unit

2

3

Formation, dressing and preparing sub-grade: sqm

74.04

b) side slope

sqm

103.05

sqm

177.75

Stabilized layer of cement sand ratio 1:30, 50mm thick on slope.

3.

Cement plaster thick ratio 1:3

5.

6.

7.

238.53

10mm sqm

129.57

189.92

b) side slope

sqm

162.32

222.67

13mm

-do-

a) bed

sqm

129.57

185.45

b) side slope

sqm

162.32

218.20


-do-

-do-

a) bed



a) bed

2.

4.


40mm

-do-

a) bed

sqm

162.32

272.20

b) side slope

sqm

202.84

312.72

Tiles lining (300 x 150 x 50mm) in 1:5 cement sand mortar:

-do-

a) bed

cum

2025.68

5767.53

b) side slope

cum

2316.90

6058.75

Tiles lining (300 x 150 x 50mm) in 1:3 cement sand mortar:

-do-

a) bed

cum

2025.68

6226.47

b) side slope

cum

2316.90

6517.69

Remark 7

SECTION – 15 LINING OF CANALS

Sr. No. 1 8.

9.

10.

11.

Description

Unit

2 Brick, lining (230 x 115 x 75mm) in 1:5 cement sand mortar:

3


a) bed

cum

2025.68

7099.57

b) side slope

cum

2316.90

7390.79

Brick, lining (230 x 115 x 75mm) in 1:3 cement sand mortar:


-do-

a) bed

cum

2025.68

7558.48

b) side slope

cum

2316.90

7849.70

Cement concrete lining in 1:3:6 (100 mm thick).

-do-

a) bed

cum

1690.27

5810.79

b) side slope

cum

1981.50

6102.01

Cement concrete lining in 1:2:4 (3000 psi) by Mechanical means (100 mm thick).

-do-

a) bed

cum

1938.17

6993.99

b) side slope

cum

2261.49

7317.31

Remark 7

SECTION – 16 SHEET PILING

SECTION- 16 S HE ET P ILI NG 1.


2.

The composite rates constitute full compensation for the completed items of the works as per drawings, specifications and instructions of Engineer Incharge including all labour and equipment required for the finished work.

Sr. No. 1

Description

Unit

2

3

1.

Cutting Larson piles.

Ransom and, or equivalent

2.

Cutting universal piles.

3.


Specific ation 6

per cut

210.12

per cut

310.98

Driving steel piles 7.50 to 9.25 m.

sqm

480.95

4.

Driving steel piles more than 4.50 m and less than 7.50 m.

sqm

473.99

-do-

5.

Driving steel piles 4.50 m and under.

sqm

346.19

-do-

6.

Dollying piles.

each

264.39

-do-

7.

Drilling holes in piles by hand.

each

27.74

-do-

8.

Raising and machine.

m

10360.69

-do-

9.

Turning machine 90º

job

4929.14

-do-

10


job

6207.15

-do-

11.


job

8434.41

-do-

12.

Traveling machine (light)

m

415.45

-do-

13.

Loading piles.

1000 kg

256.89

-do-

14.

Dismantling machine.

each

15529.45

-do-

15.

Erecting piling machine

each

18379.42

-do-

16.

Carriage of piling machine under different conditions.

172.27

-do-

lowering

and unloading

piling

m

16.1 to 16.8 which ever applies

Remark 7

SECTION – 17 RIVER TRAINING AND DIVERSION WORKS

SECTION- 17 RIVER TRAINING AND DIVERSION WORKS 1.


2.


Sr.


Specifi cation 6

Description

Unit

1

2

3

1.

Cutting pilchi, farash or sarkanda including carriage within one km.

cum

398.09

17.1 to 17.6

2.

Weaving mattresses

sqm

230.19

-do-

No.

3.

4.

5.

Remark 7

Extra carriage would be admissible beyond one km.

a)

Supply and filling cotton / gunny / polythene bags 50kg capacity with sand or earth, sewing and stacking in dry.

each bag

23.73

35.33

-do-

b)

Supply and filling cotton / gunny / polythene bags 50kg capacity with sand or earth sewing and laying in position under water.

each bag

35.60

47.20

-do-

-do-

a)

Supply and filling cotton / gunny / polythene bags 200 to 250 kg capacity with sand or earth sewing and stacking in dry.

each bag

83.06

145.69

-do-

-do-

b)

Supply and filling cotton / gunny / polythene bags 200 to 250 kg capacity with sand or earth sewing and laying in position under water.

each bag

88.99

151.63

-do-

-do-

Carriage of cotton / gunny / polythene bags 50kg capacity filled with

-do-

Rates don't include royalty and carriage of material to be filled in the bags.


Sr. No . 1

Description

Unit

2

3

Rate (Rs) Specifi Labour Composite cation 4

5

6

Remark 7

sand or earth:

6.

7.

a) upto 30m

100 no

148.32

b) 30m to 125m

100 no

106.79

c) for subsequent 30m beyond 125m.

100 no

12.46

Carriage of cotton / gunny / polythene bags 200 to 250kg capacity filled with sand or earth:

17.1 to 17.6

a) upto 30m

100 no

593.28

b) 30m to 125m

100 no

444.96

c) Subsequent 30m beyond 125m.

100 no

71.19

Rolling mattresses to river edge and floating after unrolling:

-do-

a) Area of mattress upto 185 sqm.

sqm

70.01

b)

Area of mattress 185 to 230 sqm.

sqm

111.54

c) Area of mattress over 230 sqm.

sqm

134.08

100 no

860.26

8.

Sewing empty bags in sheets.

9.

Making compact pilchi, farash or sarkanda round bundles of specified size for work.

cum

408.77

-do-

10.

Launching the above and placing in position.

cum

251.55

-do-

11.

Carriage within 150 m:

12.

cement

929.85

-do-

-do-

a) Boulders 230 mm and above

cum

758.21

b) Over size shingle 75 mm to 230 mm

cum

507.25

c) Mix graded shingle.

cum

601.59

Providing and Weaving wire netting or wire crates with G.I. wire gauge 10:

-do-

a) 150 mm mesh

sqm

116.13

181.05

b) 100 mm mesh

sqm

154.85

252.22

If different wire is used the cost of wire can be changed accordingly.


Sr. No. 1 13.

Description Filling crates.

2 bricks-bats

Unit in

3 cum


Specifi cation 6 17.1 to 17.6 -do-

14.

Filling bricks crates and hand packing.

cum

452.67

15.

Filling stone crates.

wire

cum

628.28

-do-

16.

Laying shingle on top of bund including carriage of material within 90 m.

cum

209.43

-do-

17.

Dumping shingle spawls and boulders including carriage of material within 90 m.

cum

366.65

-do-

18.

Dumping stone by boat including loading into boat lead within 90 m.

cum

628.88

-do-

19.

Extra for anchoring boat.

cum

42.12

-do-

20.

Tipping wire crates.

cum

418.86

-do-

21.

Providing Pilchi revetment including carriage upto one km.

sqm

64.07

159.04

-do-

22.

Surface protection by providing pilchi mattresses carriage upto one km.

sqm

185.10

260.10

-do-

23.

Providing Pilchi sarkanda or farash pitching on slope.

sqm

127.56

1435.76

-do-

24.

Constructing groynes made of wooden vertical stakes 175mm to 300mm dia., 300mm apart, average lead one km.

in

17.7

a) Height upto 1.5m in single raw.

sqm

150.34

200.61

b) Height upto 3.0m in double raw

sqm

256.15

311.41

Remark 7

SECTION – 18 OUTLETS

SECTION- 18 O U T L E T S 1.


2.


Sr. No. 1 1.

2.

Description

Unit

2

3


Earth work for outlets excavation, refilling ramming and puddling for following discharges: a) upto 1.5 cumecs.

job

1483.20

b) 1.5 to 3.0 cumecs.

job

1957.82

c) 3.0 to 5.5 cumecs.

job

2966.40

d) 5.5 to 10.0 cumecs.

job

4004.64

e) over 10 cumecs.

job

5932.80

Dismantling Outlets:

Specifi cation 6

7

2.1 to 2.5

Includes consolidation of earth after refilling.

3.1 to 3.3

These rates are for dismantling and removal of material and does not include earthwork for which rates are given in item No. 1 above.

a) old types such as K.G.O: orifices etc.

each

1483.20

b) A.P.M. or O.F. Height upto 600 mm

each

2224.80

c) A.P.M. or O.F. Height from 600mm to 915mm

each

2966.40

d) A.P.M. or O.F. Height above 915 mm.

each

3708.00

e) Tail cluster bifurcation

each

2224.80

f)

Tail cluster trifurcation

each

2966.40

g) Tail cluster quadrification

each

3708.00

3.

Constructing temporary A.P.M. bricks block and fixing at site.

each

502.51

4.

Dismantling wall taking out temporary A.P.M. bricks block and fixing Iron block and rebuilding dismantled walls.

each

1290.38

3.2

5.

Dismantling walls and fitting iron block of O.F. outlet.

each

1290.38

3.1 to 3.3

821.34

Remark

6.1 to 6.5


Sr. No. 1 6.

Description

Unit

2 Constructing, watching & removing bund for outlet built in running water depth:

3

Rate (Rs) Labour Composit e 4 5

a) Upto 915 mm

each

2966.40

b) Above 915 mm

each

4004.64

Specifi cation 6 6.1 to 6.5

7.

Adjusting of tail cluster by dismantling and rebuilding throat walls.

each

816.75

1293.35

3.1 to 3.3, 6.1 to 6.5 & 18

8.

Adjusting of an A.P.M. outlet including dismantling and rebuilding.

each

1587.02

2331.18

-do-

9.

Extra labour in fixing A.P.M. and O.F. outlets blocks including dressing of brick for channel depth: each

1522.75

1657.64

b) 1.0 to less than1.5m

each

1142.06

1276.95

c) 0.75 to less than1.0m

each

913.65

1048.54

d) 0.50 to less than 0.75m

each

761.38

869.84

e) Less than 0.50 m

each

609.10

691.15

10.

Repairing damaged reducing collar of Hume Pipe Outlets.

each

502.51

711.92

11.

Laying iron outlets.

m

2999.82

20.5

12.

Hoisting and placing R.C. slab or stone in position on outlets or W.C. culverts.

each

571.53

5.9.4

13.

Fixing pipe outlets including back filling of earth and pudding for the portion:

of

7

-do-

a) 1.5m

pipes

Remark

5.9 & 18

20.5

a) Under bank

m

389.51

426.91

b) Under road beyond bank.

m

175.71

213.12

The rates do not include cost of pipe.


Sr. No. 1 14.

15.

Description

Unit

2

3


Removing pipe outlets refilling earth and pudding for the portion:

Specifi cation 6

Remark 7

2.1 to 2.5 &

a) Under bank

m

326.30

b) Under road beyond bank

m

124.59

3.1 to 3.3

Changing pipe outlets (removing one pipe and replacing it at the same site with another pipe) complete with earth and pudding for the portion: a) Under bank

m

552.66

590.07

b) Under road beyond bank

m

238.00

275.41

2.1 to 2.5 & 3.1 to 3.3 & 20.5

The rates do not include cost of pipe.

SECTION – 19 SINKING OF WELLS

SECTION- 19 SINKING OF WELLS 1.


2.


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 be recoverable from the contractor.

5.

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

6.

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

Sr. No. 1 1.

Description

Unit

2 Excavation of well in dry upto 6.0 metres below ground level and disposal of soil within 30 metres.

3


a) In ordinary soil or sand i) From 0.0 metre to 1.50 metres depth

Cum

123.41

ii) From 1.5 to 3.0 metres depth

-do-

127.18

iii) From 3.0 metres to 4.75 metres depth.

-do-

146.02

iv) From 4.75 metres to 6.0 metres depth.

-do-

169.57

i) From 0.0 metre to 1.50 metres depth

-do-

150.73

ii) From 1.5 to 3.0 metres depth

-do-

155.44

iii) From 3.0 metres to 4.75 metres depth.

-do-

174.28

iv) From 4.75 metres to 6.0 metres depth.

-do-

193.12

b) In hard soil


Remark 7

SECTION – 20 MISCELLANEOUS

SECTION - 20 MISCELLANEOUS 1.


2.


Sr. No. 1

Description

Unit

2

3


Specific ation 6

JUNGLE CLEARANCE

1.

Cutting and removing trees within a distance of 30m for girth size;

20.2.1 to 20.2.2

a) Upto 750mm

each

964.29

b) From 750mm to 1.75m

each

1607.15

2.

Uprooting stumps and removing within a distance of 30 m for 750mm to 1.75m girth.

each

1186.56

3.

Jungle clearance removing with 30m.

and

-do-

-do-

a) Light

100 sqm

89.77

b) Thick

100 sqm

208.95

IRON & STEEL/ALUMINUM WORK

4.

Small iron work such as gusset plates, knees, bends, stirrups, straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing but excluding erection in position.

kg

70.25

20.3.1 to 20.3.17

5.

Fabrication of heavy steel work with angles, tees, flat iron and sheet iron for making trusses, girders, tanks etc. including, cutting, drilling, riveting, handling, assembling and fixing but excluding erection in position.

kg

32.78

-do-

6.

Erection and fitting in position or iron trusses, staging of water tanks, etc.

kg

22.27

-do-

Remark 7


Sr. No. 1


Specific ation 6

Description

Unit

2

3

7.

Fixing G.I. sheets including riveting.

sqm

140.97

20.3.1 to 20.3.17

8.

Erecting G.I. tanks upto 6.50m height.

kg

11.42

-do-

9.

Erecting and fixing in position rolled steel beams or old rails in roofs etc.

kg

6.53

-do-

10.

Erecting rolled steel beams or rail section for posts, etc. (other than in roof).

kg

2.97

-do-

11.

Making bolts and nuts of iron rods.

kg

44.64

12.

Cutting rails, rolled steel joists and beams with hacksaw: a) Upto 150 mm b) Above 150 mm

143.64

-do-do-

Per cut

-do-

232.47 348.01

Per cut

115.54

steel

Per bend

199.06

13.

Cutting rails or rolled steel beams of size below 150mm.

14.

Bending rolled beams or rails.

15.

Fixing handles hammers.

iron

each

61.97

-do-

16.

Drilling holes in plates upto 13mm thick per 25mm Ø or part thereof.

each

53.33

-do-

17.

Extra for drilling holes in plates over 13mm thick per 25mm Ø or part thereof.

each

26.13

-do-

18.

Riveting 3mm Ø

each

6.96

-do-

19.

Cutting out rivets all sizes.

each

22.37

-do-

20.

Fitting and erection gutters of sheet iron.

m

33.50

21.

Cutting and fixing iron bars for barred windows.

Per bar

42.29

-do-

22.

Cutting G.I. sheet.

each cut

27.16

-do-

23.

Notching web or foot of rails post for housing rail beams.

to

of

Per notch

545.87

-do-

512.69

67.65

-do-

-do-

Remark 7


Sr. No.

Rate (Rs) Labour Composite

Specific ation

Description

Unit

1 24.

2 Hoop iron netted trellis work fixing with nails.

3 sqm

4 490.13

25.

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

sqm

156.83

26.

Making and fixing steel grated doors complete with locking arrangement angle iron frame 50x50x10mm and 20mm square bars at 100mm center to center.

sqm

1927.94

10627.16

-do-

Size: 2.134m x 1.220m (7’ x 4’)

27.

Making and fixing steel grated door with 2.0mm thick sheeting including angle iron frame 50x50x10mm and 20mm square bars 100mm center to center with locking arrangement.

sqm

2088.06

12174.56

-do-

Size: 2.134m x 1.220m (7’ x 4’)

28.

Making and fixing grating in opening including fixing at site with flat iron 50x10mm and 20mm square bars at 100mm center to center.

sqm

1125.16

7138.42

-do-

Size: 1.524m x 2.439m (5’ x 8’)

29.

Providing and fixing steel doors with grill work on outer face of the door as per approved design of the Engineer Incharge

sqm

1919.39

9264.56

-do-

Size: 2.134m x 1.220m (7’ x 4’)

30.

Providing and fixing steel doors without grill work on outer face of the door as per approved design of the Engineer Incharge

sqm

1406.72

7062.43

-do-

Size: 2.134m x 1.220m (7’ x 4’)

31.

Providing and fixing lifted shutter for garages etc, as per approved design of the Engineer Incharge

sqm

867.77

10679.61

-do-

Size: 2.439m x 2.744m (8’ x 9’)

32.

Providing and fixing steel window glazed and fixed (not openable) of standard frame "Z" section with 3mm glass pan as per approved design of the Engineer Incharge.

sqm

717.37

5090.71

-do-

Size: 1.829m x 1.220m (6’ x 4’)

33.

Providing and fixing steel windows glazed openable

sqm

736.02

6498.14

-do-

-do-

5

6 20.3.1 to 20.3.17

Remark 7

-do-


Sr. No.

Description

Unit

1

2

3

Rate (Rs) Labour Composite 4

5

of standard "Z" section frame as per approved design of Engineer Incharge.

Specific ation

Remark

6 7 20.3.1 to 20.3.17 which ever is applicab Size: -le 1.829m x 1.220m (6’ x 4’)

34.

Providing and fixing window grill with angle iron frame with 10mm sq. iron bars at 75mm centre to centre as per approved design of the Engineer Incharge.

sqm

465.65

4778.26

35.

Providing and fixing wire gauze SWG 144 fixed to steel windows as per approval of the Engineer Incharge.

sqm

629.47

1013.94

-do-

Size: 915mm x 1.524m (3’ x 5’)

36.

Providing and fixing steel windows (not openable) of standard tabular frame 40 x 40mm and shutters 40 x 25mm as per approved design of Engineer in chief.

sqm

1261.35

3885.23

-do-

Size: 1.829m x 1.220m (6’ x 4’)

37.

Providing and fixing steel windows (openable) of standard tabular frame 40 x 40 mm and shutters 40 x 25 mm as per approved design of Engineer in chief.

sqm

927.23

4214.59

-do-

Size: 1.829m x 1.220m (6’ x 4’)

38.

Providing and fixing window grills without angle iron frame with 10mm sq. iron bars at 75mm centre to centre as per approved design of Engineer.

sqm

869.59

3705.55

-do-

Size: 1.829m x 1.220m (6’ x 4’)

39.

Providing and fixing steel grills to openable steel windows as per drawing No.CDO(W) 301-5B/215.

sqm

803.15

3096.68

-do-

40.

Providing and fixing wire gauge 144 mesh square in openable tubular window and c-window as per drawing No. CDO(W) 3015B/215.

sqm

822.44

1646.47

-do-

41.

Providing and fixing steel frame for door of M.S. angle iron 50x50x6mm,

sqm

1097.82

4259.05

-do-


Sr. No. 1


Specific ation 6 20.3.1 to 20.3.17 which ever is applicable

Description

Unit

2 strap 50x30x3mm at 750mm c/c as per drawing No. CDO(W) 301-5B/93.

3

42.

Making grooves 25mm x 13mm.

m

24.98

27.28

43.

Providing and fixing of bent metal 16 SWG frame 345mm wide for door size 915mm x 2.134m (3' x 7') complete in all respect.

no

50.71

5920.38

44.

Providing and fixing of bent metal 16 SWG frame 250mm wide for door size 760mm x 2.134m (2.5' x 7') complete in all respect.

no

50.71

3963.82

45.

Providing and fixing steel frame of angle iron 50x50x6mm complete in all respect.

m

159.56

880.90

46.

Providing and fixing aluminum natural anodized openable hinged windows without glazing.

sqm

767.61

5482.90

-do-

47.

Providing and fixing aluminum natural anodized openable hingd doors without glazed.

sqm

1151.57

5903.90

-do-

-do-

48.

Providing and fixing aluminum natural anodized fly screen shutters.

sqm

246.02

1939.44

-do-

-do-

49.

Providing and fixing aluminum natural anodized openable double leaf door hinged without glazing.

sqm

1151.37

6820.64

-do-

-do-

50.

Providing and fixing aluminum natural anodized fixed panel without glazing.

sqm

669.72

3830.78

-do-

-do-

51.

Providing and fixing aluminum natural anodized louvers.

sqm

613.45

8036.65

-do-

-do-

52.

Providing and fixing door lock natural anodized.

each

319.50

2639.25

-do-

53.

Providing and aluminum door (single action)

each

199.69

4201.26

-do-

fixing closer natural

Remark 7

Analysis: one (1) sqm.


Sr. No. 1


Specific ation 6

Description

Unit

2

3

54.

Providing and fixing aluminum window (sliding) with fly shutter 18SWG/1.2mm section shampean or any other colour and green or blind glass 5mm thick.

sqm

246.57

7066.78

7 Analysis: one (1) sqm.

55.

Providing and fixing aluminum door (sliding) shampean or any other colour and green or blind glass 5mm thick.

sqm

188.04

5981.05

-do-

56.

Providing and fixing door closer (double action) natural anodized.

each

399.38

14433.88

57.

Providing and fixing fabricated Iron entrance Gate as per Drawing No. CDO(W)/501/5A/36.

each

25937.36

79334.64

58.

Providing and fixing G.I. 1.5m length 50 x 50 x 6mm angle iron post for barbed wire fencing around switch yard duly fixed in position (Dwg No.PD-W/TB-126).

each

334.21

1359.45

-do-

59.

Same as above but post length 750mm.

each

334.21

1016.45

-do-

60.

Filling expansion joints 13mm thick for 100mm to 150mm deep slabs with bitumen mixed with sand and saw dust.

m

29.07

108.54

-do-

61.

Providing and fixing steel ladder for overhead tank made of angle iron 50 x 50 x 6mm with 15mm Ø MS bars step 375mm post including side supports of angle iron 50 x 50 x 6mm complete in all respects.

m

1238.21

4292.90

-do-

62.

Providing and fixing in position rolled steel beam 100 x 100 x 6mm.

m

533.14

1701.17

-do-

63.

Providing and fixing side hooks used in the construction of overhead tank.

each

165.43

215.20

-do-

20.3.1 to 20.3.17 which ever is applicable

Remark


Sr. No. 1


Specific ation 6 20.3.1 to 20.3.17 which ever is applicable

Description

Unit

2

3

64.

Providing and fixing 15mm Ø bar hook for fan.

each

152.28

192.84

65.

Providing and fixing angle iron steps (40 x 40 x 6mm) 1.5m long.

each

378.01

1100.08

66.

Providing and fixing cable try 3-way of MS angle iron including anchor bolts, painting 3 coats and fixing in cable trench.

each

1192.35

2646.54

-do-

67.

Laying asphaltic mixture in 13mm wide expansion joint 200-230mm deep including cost of material and labour.

m

39.16

193.53

-do-

68.

Providing and fixing aluminum joint cover (gole) 75mm size on expansion joint.

m

35.94

214.02

20.3.2

69.

Supply and fix approved quality of aluminum channel 40 x 13 x 13mm size, U shape complete in all respects including labour and material upto 12m height.

m

51.92

122.97

-do-

70.

Supply and fix in position approved quality of aluminum angle iron size 40 x 13mm complete all labour and material upto 12m height.

m

51.92

113.32

-do-

71.

Providing and fixing of MS dowel bar of 15mm Ø 1.25m long including PVC /wooden sleeves complete as per drawing No.PDW/TV-420.

each

51.92

258.52

-do-

72.

Providing and fixing platform of 40 x 5mm GI strap flat and batton or GI tee iron 50 x 100 x 5mm, 1.75m long fixed in position complete in all respects as per drawing No.PDW/TB-626.

sqm

14111.70

20121.67

-do-

Remark 7


Sr. No. 1 73.


Specific ation 6 20.3.2

Description

Unit

2 Providing / erection of MS plate 14 SWG size 600m (trench cover) including welded with MS angle iron 25 x 25 x 3mm fixed in position as per drawing No.PDW/TB-625 complete in all respects.

3 sqm

74.

Providing and fixing GI angle iron cable rack tray 1-way including anchor bolts etc. complete as per drawing No.PDW/TB-1615

each

789.43

1046.45

-do-

75.

Fixing in position of foundation bolts duly assembled in template which will be provided by the Contractor including welding the bolts with steel caps as per drawing No.PDW TC-263.

each

108.91

236.23

20.3

76.

Providing and fixing 15m Ø 9.75m long malleable iron steps as per design.

each

76.14

292.29

20.3.7

77.

Providing and fixing C section curtain railing over 100 x 25mm Deodar wood strip.

m

103.84

573.93

-do-

78.

13 x 13mm MS Square bar, pipe railing having pipe 40mm Ø welded with MS flat 40 x 5mm.

m

2718.06

4866.02

-do-

79.

Providing and fixing WAPDA monogram on the main entry gate of G/station prepared from 16 gauge MS sheet.

each

731.92

1531.15

-do-

FENCING

80.

Providing and fixing barbed wire fencing with 4 horizontal and 2 cross wires with RCC 1:2:4 posts 1700 x 150 x 300mm (2.5m center to center) reinforced with 4 Nos 10mm Ø vertical bars and 3mm Ø stirrups 300 mm center to center complete in all respects.

-do-

Remark 7


Sr. No. 1

Description

Unit

2

3 m

a) Without cement concrete base. b) In cement base 1:4:8.


Specific ation 6

concrete

m

255.98

905.49

81.

Providing and fixing 4 rows barbed wire fencing around switch yard G.I. barbed wire 14 SWG, 2 ply, 4 points fixed on G.I. angle iron 50 x 50 x 6mm posts complete (Excluding cost of angle iron post).

m

97.15

212.56

20.3.7

82.

Providing and fixing 7 rows barbed wire fencing around switch yard G.I. barbed wire 14 SWG, 2 ply, 4 points fixed on G.I. angle iron 50 x 50 x 6mm posts complete (Excluding cost of angle iron post).

m

111.60

314.06

-do-

83.

Fixing and grouting angle iron post (only labour rate) provided by the department in pocket with PCC 1:2:4 as per drawing No.PDW/TB-786.

each

95.76

112.57

20.3.2

84.

Fixing barbed wire fencing provided by the department complete as per drawing No.PDW/TB786.

m

27.27

85.

Providing / fixing GI earth strip 30 x 3mm for switch yard fencing frame with allied bolt nuts etc. as per drawing No.PDW/TS-786

each

202.09

449.62

20.3.2

86.

Providing and fixing of tensioning rod 3.0m interval in the barbed wire fencing posts as per Dwg No. 0-3-GS-5.

each

161.11

584.32

20.4

87.

Providing and fixing of 315mm long 13mm Ø M.S anchor bolt with nuts and washers complete in all respects for corner post of barbed wire as Dwg No.

each

27.84

115.85

-do-

20.3.7

Remark 7


Sr. No. 1 88.

Description

Unit

2 Providing and fixing of boundary fencing barbed wire 14 SWG, 2ply, 4 point (8 rows horizontal + 2 diagonal) complete in all respects as per Dwg No. 0-3-GS-5.

3 m


Specific ation 6 20.4

SURVEYING

89.

Supplying bamboo bundles 3m to 3.75m with iron shoes and flags 375mm square.

each

31.73

187.08

90.

Supplying wooden pegs for leveling 40mm Ø 150mm long.

each

3.96

12.08

91.

Supplying wooden pegs for alignment 50mm to 75mm Ø 150mm long.

each

7.92

30.30

92.

CANAL AND ROADS

20.5

Fixing floating spurs with material from canal plantation within 1.5km lead for depth:

20.5.1

a) b) c) d) 93.

Upto 600 mm 600 to 915 mm 915 to 1.25 m Above 1.25 m

Staking and bushing from canal plantation Royalty to be paid to Forest Department or cost to private owner if and when required lead within 1.5km. A i) Cutting and supply unsharpened pegs 1.0m long 75-150mm Ø within 1.6km lead. ii) Driving pegs 1.0m long 75-150mm Ø (Driven) 300mm below the available bed or ground (average) iii) Tying pegs with Munj, patha, ban (on line, including tying around the pegs).

each each each each

23.24 30.22 37.82 71.87 20.5.2

No

8.52

No

7.99

per 30 m of 1 row

47.17

11.30

66.35

Remark 7


Sr. No. 1

Description

Unit

2 iv) Cutting and supplying brush wood from canal plantation or private owner lead within 1.5km and wattling between stake and interwining (Thickness of wattle brush wood 300 mm average).

3 -do-

B i) Cutting and supplying sharpened pegs 1.0m long 75-150mm Ø from canal plantation lead within 1.6km ii) Driving pegs 1.0m long 75-150mm Ø (Driven 375mm below the available bed or ground (Average) Iii) Tying pegs with Munj, patha, ban (one line including tying around the pegs). iii) Cutting and supplying brush wood from canal plantation or private source (lead within 1.5km) and wattling between stakes and interwining (Thickness of wattled brush wood 300mm) (Average) C i) Cutting and supplying sharpened pegs 1.0m long 75-150mm Ø from canal plantation lead within 1.5km (Average) ii) Driving pegs 1.5 m long 75-150mm Ø (Driven 450mm below the available bed or ground (Average) iii) Tying pegs with Munj, patha, ban (one line including tying around the pegs). iv) Cutting and supplying brush wood from canal plantation or private source (lead within1.5km) and wattling between stakes and interwining


No

9.65

12.67

No

12.44

per 30 m of 1 row per 30 m of 1 row

47.17

66.35

1055.97

1335.26

No

12.37

15.74

No

13.92

per 30 m of 1 row -do-

47.17

66.35

1163.44

1469.39

Specific ation 6

Remark 7


Sr. No. 1

Description 2 (Thickness of wattled brush wood 305mm) (Average) D i) Cutting and supplying sharpened pegs 1.75m long 75-150mm Ø from canal plantation lead within 1.5km (Average) ii) Driving pegs 1.75m long 75-150mm Ø (Driven 525mm below the available bed or ground (Average) iii) Tying pegs with Munj, patha, ban (one line including tying around the pegs).

iv) Cutting and supplying brush wood from canal plantation or private source (lead within 1.5km) and wattling between stakes and intertwining (Thickness of wattled brush wood 300mm) (Average) E i) Cutting and supplying sharpened pegs 1.752.5m long 100-200mm Ø from canal plantation lead within 1.5km (Average) ii) Driving pegs 1.75-2.5m long 100-200mm Ø (Driven 600mm below the available bed or ground (Average) iii) Tying pegs with Munj, patha, ban (one line including tying around the pegs). iv) Cutting and supplying brush wood from canal plantation or private source (lead within 1.5km) and wattling between stakes and intervening (Thickness of wattled brush wood 300mm) (Average)

Unit 3


No

13.12

16.83

No

15.40


47.17

66.35

1280.66

1612.64

No

15.10

19.27

No

16.89


47.17

66.35

1500.46

1858.47

Specific ation 6

Remark 7


Sr. No. 1 94.

Description 2 Staking with bamboo from market and brushing from canal plantation or private source (Royalty of brush wood to be paid to Forest Department or cost to private owners if and when required.

Unit 3

A i) Supplying bamboo 2.5No 3.0m long 65-125mm Ø. ii) Sharpening one end of No 2.5-3.0m long bamboo 65-125mm Ø iii) Driving bamboo 2.5No 3.0m long 65-125mm Ø (Driven 750mm below the available bed or ground) (Average). iv) Tying bamboos 65per 125mm Ø with munj, 30 m patha, ban (two lines of including tying around 1 row the bamboos). v) Cutting and supplying per brush wood from canal 30 m plantation or private of source (lead within 1 row 1.5km) and wattling between stakes and interwining) (Thickness of wattled brush wood 300mm) (Average) B i) Supplying bamboo 3.03.75m long 65-125mm Ø. ii) Sharpening one end of 3.0-3.75m long 65125mm Ø. iii) Driving bamboo 3.03.75m long 65-125mm Ø (Driven 825mm below the available bed or ground) (Average). iv) Tying bamboos 64127mm Ø with BSWG No.10 wire two (lines including tying around the bamboos and third tie around the top end only).



20.5.3 186.00 7.33

13.92

79.88

103.26

2332.37

2722.56

-doNo

218.40

No

8.37

No

15.40

per 30 m of 1 row

208.81

1144.81

Remark 7


Sr. No. 1

Description

Unit

2 v) Cutting and supplying brush wood from canal plantation or private source (lead within 1.5km) and wattling between stakes and intertwining (Thickness of wattled brush wood 300mm) (Average)

3 per 30 m of 1 row

C i) Supplying bamboo No 3.75-4.25m long 65125mm Ø ii) Sharpening one end No of 3.75-4.25m long 65125mm Ø iii) Driving bamboo 3.75No 4.25m long 65-125mm Ø (Driven 1.0m below the available bed or ground) (Average). iv) Tying bamboos 65per 125mm Ø with BSWG 30m of No.10 wire two (lines 1 row including tying around the bamboos and third tie around the top end only). v) Cutting and supplying per brush wood from canal 30m of plantation or private 1 row source (lead within 1.5km) and wattling between stakes and interwining) (Thickness of wattled brush wood 305mm) (Average) D i) Supplying bamboo 4.25-5.0m long 65125mm Ø ii) Sharpening one end of 4.25-5.0m long 65125mm Ø iii) Driving bamboo 4.255.0m long 65-125mm Ø (Driven 1.25m below the available bed or ground) (Average). iv) Tying bamboos 65125mm Ø with BSWG No.10 wire two (lines including tying around the bamboos and third tie around the top end


Specific ation 6

20.5.3 258.00

8.87

17.40

208.81

1144.81

2709.94

3179.46

20.5.3 No

294.00

No

9.67

No

18.88

per 30 m of 1 row

208.81

1144.81

Remark 7


Sr. No. 1

Description

Unit

2 v) Cutting and supplying brush wood from canal plantation or private source (lead within1.5km) and wattling between stakes and interwening) (Thickness of wattled brush wood 300mm) (Average)

3 per 30 m of 1 row

E i) Supplying bamboo 5.0No 6.0m long 65-125mm Ø ii) Sharpening one end of No 5.0-6.0m long 65125mm Ø iii) Driving bamboo 5.0No 6.0m long 65-125mm Ø (Driven 1.25m below the available bed or ground) (Average). iv) Tying bamboos 64per 127mm Ø with BSWG 30m of No.10 wire two (lines 1 row including tying around the bamboos and third tie around the top end only). v) Cutting and supplying per brush wood from canal 30m of plantation or private 1 row source (lead within 1.5km) and wattling between stakes and interwining) (Thickness of wattled brush wood 305mm) (Average)


20.5.3 366.00 11.71

20.88

208.81

1144.81

3275.24

3866.31

513.86

95.

Cutting and supplying brush wood from canal plantation or from any other source within 1.5km.

cum

421.07

96.

Filling brush wood only thoroughly packed.

cum

209.52

97.

Laying RC hume pipes in position including jointing: a. 150 - 300 mm b. 300 - 600 mm c) 600 - 915 mm

Specific ation 6

20.5.4 m m m

212.49 318.73 375.91

358.24 515.96 667.42

Remark 7


Sr. No. 1 98.



Description

Unit

2 Fixing enamelled iron gauges flush with masonry including cost of hooks.

3 m

99.

Placing boundary pillars in position including digging pits.

each

60.91

100.

Fixing main line type distance marks in position including making 1:3:6 cement concrete base block size 355x250x375mm.

each

141.07

101.

Covering road 3-3.75m wide with 75mm sarkanda or jungle upto 50m lead.

m

23.36

20.5.8

sqm

415.09

20.5.9

sqm

351.23

103. Cutting pipes upto 50mm Ø.

Per cut

57.35

20.6

104. Cutting pipe above 50mm Ø

Per cut

110.62

-do-

105.

Threading pipe ends 40 to 100 mm.

each

77.25

-do-

106.

Assembling 40mm pressure pipe.

Ø

m

55.40

-do-

107.

Boring and fixing 40mm Ø pressure pipe. a) In ordinary soil b) In clay c) In shingle

m

102. a) Gachi pitching 300mm thick. b) Gachi pitching done with silt clearance and berm dressing.

20.5.6

308.45

20.5.7

HAND PUMPS AND PRESSURE PIPES

108.

Repair to hand pump pulling out and refitting.

109.

Fixing hand (Machine only).

pump

-do-

m m m

314.44 606.12 898.09

m

131.79

-do-

each

319.50

-do-

Remark 7


Sr. No. 1

Description

Unit

2 REST HOUSE FURNITURE AND FUEL ETC

3


Specific ation 6

110.

Washing Niwar of bed.

per bed

345.06

361.10

2.7

111.

Washing Durries.

sqm

85.98

89.97

-do-

112.

a: Recaning Chairs (Cane) i) Office chairs, single, caning seat only ii) Office chairs, double caning seat only iii) Office chairs, single caning back only iv) Office chair, double caning back only v) Easy chairs, single caning seat only vi) Easy chairs, double caning seat vii) Easy chair, single caning back and seat in one piece only viii) Easy chairs, double caning back and seat in one piece or couches with caned area about 1.50 sqm.

-doeach

272.69

357.79

each

359.95

474.09

each

234.51

277.09

each

359.95

445.05

each

409.03

523.17

each

545.38

772.65

each

1090.75

1431.17

each

1363.44

2272.55

b: Recaning Chairs (plastic) i) ii) iii) iv) v) vi)

Office chairs, single, caning seat only Office chairs, double caning seat only Office chairs, single caning back only Office chair, double caning back only Easy chairs, single caning seat only Easy chairs, double caning seat only Hat

-doeach

272.69

292.71

each

447.21

486.01

each

299.96

316.48

each

359.95

382.48

each

479.93

512.47

each

654.45

712.02

each

222.48

747.56

-do-

113.

Making and fixing pegs ordinary.

114.

Weaving cot

each

599.07

872.80

-do-

115.

Sweeping chimneys

each

148.32

152.67

-do-

116.

Picture railing including making fixing and painting.

m

186.86

543.13

-do-

Remark 7


Sr. No. 1 117.

Description

Unit

2 Flapping G.I. pipes bathroom drains.

118.

Cutting fuel wood plantation.

119.

for from

3 each



Tonne

144.50

-do-

Splitting fuel wood.

Tonne

317.91

-do-

120.

Burning charcoal including loading, unloading and repairing kilns.

Tonne

6607.19

-do-

121.

Filling cement bags with coal and sewing (including cost of strings).

cum

576.17

-do-

122.

Ploughing 3 times.

4379.88

-do-

123.

Levelling dressing making lawns.

Hectare and

sqm

36.77

-do-

(excluding

sqm

29.35

-do-

125.

Supplying and fixing iron grating for fire place.

sqm

122.40

126.

Fixing copper flashing including cutting of sheets, grooving and riveting.

m

77.86

127.

Washing fan frills.

128.

Washing:

124. Turfing lawns cost of turf).

i) Table cloth ii) Napkins, dusters etc.

129.

each

119.81

5689.80

-do-

136.52

b) Beyond 3.0m depth of slush

-do-do-

each each

49.92 30.35

56.88 Error! Not a valid link.

Silt clearing 3.0m Ø wells and removal of slush outside the compound. a) Upto 3.0m depth slush

-do-

-do-

each well each well

6927.75 13855.49

SUI GAS

130.

Providing, laying and testing M.S. pipe 100mm Ø (dia) having 5mm wall thickness.

m

273.80

2361.80

20.9

131.

Providing, laying and testing M.S. pipe 50mm Ø having 4mm wall

m

194.00

920.00

-do-

Remark 7


Sr. No. 1 132.



Description

Unit

2 Providing, laying and testing M.S. pipe 25mm Ø having 3.25mm wall thickness.

3 m

133.

Providing, laying and testing M.S. pipe 19mm Ø having 3.25mm wall thickness.

m

181.54

353.21

-do-

134.

Providing, laying and jointing reducing elbow 100 x 50mm Ø at 90º.

each

144.17

1257.65

-do-

135.

Providing, laying and fixing / jointing elbow 100mm Ø at 90º or 45º.

each

144.17

840.09

-do-

136.

Providing, laying and fixing / jointing valve 102mm Ø flanged (China).

each

144.17

3067.05

-do-

137.

Providing, laying and fixing / jointing tee/elbow/union etc. 50mm Ø.

each

99.37

1908.78

-do-

138.


each

99.37

1011.04

-do-

139.


each

99.37

291.91

-do-

140.

Providing and fixing peeable regulator for sui gas network.

each

213.58

658.97

-do-

141.

Providing and fixing sui gas single burner.

each

427.16

900.39

-do-

142.

Providing and fixing sui gas double burner.

each

427.16

1331.86

-do-

143.

Providing and fixing cooking range 3 burners / oven.

each

1281.48

17519.75

-do-

144.

Providing and fixing water geyser 160 litres (35 gallons) capacity.

each

854.32

15014.32

-do-

145.

Providing and fixing water geyser 114 litres (25 gallons) capacity.

each

854.32

11293.21

-do-

Remark 7


Sr. No. 1 146.

147.


Description

Unit

2 Providing and fixing sui gas metre for WAPDA residences.

3 each

Supply and Fixing sui gas room heater double plate.

each

422.71

14582.71

1882.66


-do-

OTHER MISCELLANEOUS ITEMS

148.

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

each

1688.68

149.

Hoisting and placing sleepers for centering including carriage within 30 m.

each

62.41

20.8

150.

Dredging sumps, having not less than 5 gang men to be employed for each shift.

Shift

2966.40

-do-

151.

Repairing corners building structures.

each

185.89

-do-

152.

Chamfering sides of head regulators and masonry walls to increase width.

sqm

655.63

-do-

153.

Fixing "U" bolts in masonry or concrete including leveling and tying for fixing angle iron posts.

each

236.32

-do-

154.

Replacing bricks.

deteriorated

each

24.52

-do-

155.

a) Unwatering by hand b) Bailing out water by pump.

cum cum

78.57 6.19

-do-

156

Repairing corners of bridges and other hydraulic masonry works.

each

380.69

-do-

157.

Breaking brick ballast screening and stacking of ring size: a) 50 mm b) 40 mm c) 25 mm

of

-do-

cum cum cum

628.55 733.30 838.06

Remark 7


Sr. No. 1 158.



Description

Unit

2 Fixing broken glasses on court yard walls, with cement concrete coping 1:3:6.

3 m

159.

Extra labour for drains of bathrooms etc.

m

100.63

-do-

160.

Drilling trough.

R.C.

each

143.38

-do-

161.

Erecting and casting sunshades of precast R.C. concrete (upto 1.5x0.8 m)

each

389.59

-do-

162.

Hoisting R.S beams and wooden beams and placing in position

each

450.00

-do-

163.

Hoisting and placing in position sal ballies over roofs.

each

50.71

-do-

164.

Hoisting R.C. battens and placing in position:

holes

in

a) 1.5 - 1.75 m b) 1.75 - 2.0 m c) 2.0 - 2.5 m d) 2.5 - 2.75 m e) above 2.75 m 165.

-doeach each each each each

45.09 67.73 90.28 108.37 135.47

Hoisting and placing in position R.C. trough:

-do-

a) Upto 3 m b) 3.0 - 3.3 m c) 3.3 - 3.7 m d) 3.7 - 4.0 m e) 4.0 - 4.3 m f) 4.3 - 4.6 m g) 4.6 - 4.9 m h) 4.9 - 5.2 m i) 5.2 - 5.5 m j) 5.5 - 5.8 m k) 5.8 - 6.1 m

each each each each each each each each each each each

135.47 180.56 225.84 246.30 270.93 301.04 338.66 387.43 451.55 492.35 541.86

166.

Hoisting placing in position R.C. shelves.

each

84.86

-do-

167.

Hoisting & placing in position precast RC latrine seats.

each

338.66

-do-

Remark 7


Sr. No. 1 168.

Description

Unit

2 Hoisting and placing in position R.C. inverted battens:

3



a) Upto 3m b) 3.0 - 3.7m c) 3.7 - 4.0m d) 4.0 - 4.3m e) 4.3 - 4.6m f) 4.6 - 4.9m g) 4.9 - 5.5m h) 5.5 - 6.1m

each each each each each each each each

110.09 220.17 275.22 330.26 367.37 412.82 551.53 825.65

169.

Reinforced cement concrete spout including fixing in position with top and bottom finishes.

each

609.10

759.92

-do-

170.

Laying 50mm thick sand and bitumen carpet on top of foundation of oil tank.

sqm

155.67

353.19

-do-

171.

Cutting holes 100x150mm in stone or brick or concrete wall with chisel, repairing masonry and removing debris within 30m lead.

Per hole

304.55

-do-

172.

Cutting grooves in stone Per masonry, brick masonry or groove cement concrete wall and removing debris within 30m lead.

380.69

-do-

173.

Making 40 x 40mm groove in wall of stone or brick masonry in cement for fixing planks upto 230mm depth.

Per blank

253.79

-do-

174.

Drilling holes in stone or brick masonry upto 5.0m Ø per 25mm depth.

Per hole

74.16

-do-

175.

Laying and ramming dry ballast or Kankar.

cum

838.06

-do-

176.

Petty repairs to fire places.

each

397.06

608.11

-do-

177.

Petty repairs to main rooms above 10.75 Sq..

each

285.52

369.08

-do-

178.

Petty repairs to small rooms below 10.75 Sq..

each

142.76

182.58

-do-

Remark 7


Sr. No. 1 179.

2 Petty repairs to verandah.

3 each


180.

Constructing range as per design of residences No.120-I/3B

cooking standard WAPDA drawing

each

4484.02

13279.11

-do-

181.

Constructing fire place as per standard design of WAPDA residences drawing No. 120-I/4B

each

2025.30

3884.54

-do-

182.

Extra charges for using admixture for water proofing purpose.

Kg

139.19

-do-

183.

Providing and thermopore sheet

Description

Unit

laying


Remark 7

-do-

a) 25 mm thick b) 40 mm thick

sqm sqm

145.81 145.81

549.92 725.93

184.

Testing samples of water from laboratory.

each

118.66

311.20

185.

Providing and installation pumping set type ETA size 75 x 63mm (3”x2½") speed about 2900 rpm and 36.5m (120') head including supply and fixing one No. motor and starter 15 HP with one No. voltmeter and one No. ampere metre and main switch 60 ampere 500 volts 3 pole on steel board complete in all respects and other incidental thereto.

each

2745.63

125228.51

186.

Providing and fixing Razor barbed wire fencing having 460mm ring at 150mm centre to centre hanging on 10mm dia MS bar with 40x40x5mm angle iron post of 1.0m height complete.

m

219.32

772.22

187.

Fabrication, erection, fixing and installation of Car Shed of 5 ply fiber glass sheet with steel structure made of 18 gauge square tube 32 x 32 mm side

sqm

103.12

5538.67

-do-

Analysis for 4.0m x 2.75m divided into 9 Nos equal size


Sr. No. 1

188.

Description

Unit

2 bracing for sheet with MS flat 25 x 3 mm and 100 mm Ø 16 gauge vertical post complete in all respect.

3

Fabrication, erection, fixing and installation of Car Shed of 3 ply fiber glass sheet with steel structure made of 18 gauge square tube 32 x 32 mm side bracing for sheet with MS flat 25 x 3 mm and 75 mm Ø 16 gauge vertical post complete in all respect.

sqm


95.00

3968.36

Specific ation 6

Remark 7 panels and of 2.45m clear height.

Analysis for 4.0m x 2.75m divided into 9 Nos equal size panels and of 2.45m clear height.

SECTION –21 ELECTRIFICATION

SECTION - 21 ELECTRIFICATION 1.


2.


A-I. Internal Electrification of Building Sr. No. 1

Description

Unit

Rate (Rs)

2

3

4

Specifi cation 5

1 - POINT WIRING A)

Wiring with 1/1.13 (3/0.29) PVC insulated wire on surface steel conduit 16 SWG (1.62 mm) including bends inspection/switch box/check Nut where necessary.

1

Wiring light or fan point with 1/1.13 mm (3/0.029) PVC insulated wire in 19.1 mm dia 16 SWG (1.62 mm) thick steel conduit on surface complete with switch, holder/ceiling rose and plastic plate for switch, regulator/dimmer upto 10 metre.

per point

1662.48

21.3

2

Wire two ways light point with 1/1.13 mm (3/0.029) PVC insulated wire in 19.1 mm 16 S.W.G (1.62 mm) conduit on surface complete as per item No.5.

per point

2648.31

-do-

3

Wire multiple light point for controlling 2 lighting out let with switch, with 1.13 mm (3/.029) PVC insulated wire in M.S. Conduit 19.1 mm dia 16 SWG (1.62 mm) including bends, inspection, box switch & ceiling rose/batten holder etc.

per point

4570.11

-do-

4

As above but 3 lighting outlet will be controlled with one switch.

per point

3727.11

-do-

5

As above but 4 Nos. lighting outlet will be controlled with one switch.

per point

4530.94

-do-

6


per point

5406.48

-do-

7


per point

6499.29

-do-

Remark 6


Sr. No. 1 8

Specifi cation 4 5 1930.62 21.3

Description

Unit

2 Wiring 3/5 pin 5 Amps. Wall socket point with 1/1.13 (3/.029) PVC insulated conductor and 2.5 mm PVC insulated earthing wire in M.S. Conduit 19.1 mm dia 16 S.W.G. (1.62 mm) on surface complete with switch socket combined (concealed).

3 per point

9

Wiring 2 pin plug control point with 1/1.13 (3/.029) PVC insulated wire on switch board including plug & switch.

per point

184.07

-do-

10

Wiring call bell with 1/1.13 mm (3/.029) PVC insulated wire in 19.1 mm 16 SWG (1.62 mm) gauge steel conduit on surface complete with Buzzer Bell push & 3 Metre flexible wire 23/.0076 twin.

per point

2239.22

-do-

B)

Rate (Rs)

Wiring with 1/1.13 (3/0.29) PVC insulated wire in recessed steel conduit including bends inspection/switch boxes/check nut where necessary.

11

Wiring light or fan point with 1/1.13 mm (3/0.029) PVC insulated wire in 19.1 mm 16 SWG (1.62 mm) gauge steel conduit recessed in the wall or column complete with switch, ceiling rose/batten holder in all respects.

per point

1732.18

-do-

12

Wire two ways light point with 1/1.13 mm (3/0.029) PVC insulated wire in 19.1 mm heavy gauge steel conduit recessed the wall or column complete in all respects.

per point

2365.62

-do-

13

Wire multiple light point for controlling two lighting outlet with one switch, with 1.13 mm (3/.029) PVC insulated wire in 19.1 mm dia 16 SWG (1.62 mm) thick M.S. Conduit included Bends, inspection boxes, check nut, C.I./M.S. Box for switch and switchers, ceiling rose/batton holder complete in all respects.

per point

2591.54

-do-

14


per point

3469.71

-do-

Remark 6


Sr. No. 1 15


Description

Unit

2 As above but 4 Nos. lighting outlet will be controlled with one switch.

3 per point

16


per point

4619.00

-do-

17


per point

5717.84

-do-

18

Wiring 2 pin plug point on board with 1/1.13 (3/0.29) PVC insulated wire complete with switch and plug.

per point

184.07

-do-

19

Wiring 3/5 pin 5 Amps. Wall socket point with 1/1.13 (3.029) PVC insulated wire and 2.5 mm PVC insulated earthing conductor in M.S. Conduit 18.1 mm dia M.S. Conduit recessed in wall column complete with switch socket combined.

per point

2015.69

-do-

20

Wiring call bell with 1/1.13 mm (3.029) PVC insulated wire in 19.1 mm heavy gauge steel conduit recessed in the wall or column complete with Buzzer, Push batten & 3 Metre flexible wire 23/.0076 twin.

per point

1921.12

-do-

C)

Rate (Rs)

Wiring with 1/1.13 (3.029) PVC insulated wire in PVC Conduit 1.50 mm thick 19.1 mm dia on surface including bends, inspection switch box where necessary.

21

Wiring light or fan point with 1/1.13 mm (3/0.029) PVC insulated wire in 19.1 mm PVC Conduit 1.50 mm thick on surface complete with switch, ceiling rose/batten holder in etc.

per point

1248.27

-do-

22

Wire two ways light point with 1/1.13 mm (3/0.029) PVC insulated wire in 19.1mm PVC conduit 1.50 mm thick on surface complete with switch, ceiling rose/batten holder etc.

per point

1841.51

-do-

23

Wiring 2 pin plug point on board with 1/1.13 (3/0.29) PVC insulated wire complete with switch and plug.

per point

184.07

-do-

24

Wiring 3/5 pin 5 Amps. Wall socket point with 1/1.13(3/.029) PVC insulated wire and 2 5mm PVC

per point

1274.66

-do-

Remark 6


Sr. No. 1

25

D)

Specifi cation 5

Description

Unit

Rate (Rs)

2 conduit 19.1mm 1.50 mm thick fixed on surface complete with switch socket etc.

3

4

Wiring call bell with 1/1.13 (3/0.029) PVC insulated Wire in 19.1 mm PVC conduit fitted on surface complete with Buzzer, push & 3 Metre flexible wire 23/.0076 Twin

per point

1472.10

21.3

Wiring with 1/1.13 (3/0.029) PVC insulated wire in PVC Conduit 19.1 mm dia 1.50 thick recessed including bends, inspection/switch boxes where necessary etc.

26

Wiring light or fan point with 1/1.13 (3.029) PVC insulated wire in 19.1 mm , 1.50 mm thick PVC conduit recessed in the wall or column complete with switch plastic plate ceiling rose/batten holder.

per point

1315.67

-do-

27

Wiring two ways light point with 1/1.13 (3/0.029) PVC insulated wire in 19.1mm , 1.50mm thick PVC conduit recessed in the wall or column complete with switch, plastic plate, ceiling rose/batten holder.

per point

1727.12

-do-

28

Wiring 2 pin plug control point on board with 1.13 (3/.029) PVC insulated wire in 19.1 mm 1.50 mm thick PVC conduit recessed in the wall etc complete with switch and plug.

per point

184.07

-do-

29

Wiring multiple light point for controlling two lighting outlet with one switch with 1.13 mm (3/.029) PVC insulated wire in PVC Pipe 19.1 mm dia 1.50 mm thick complete with switch, ceiling rose/batten holder etc.

per point

1642.02

-do-

30


per point

2191.34

-do-

31


per point

2464.77

-do-

32


per point

3003.44

-do-

33

As above but 6 lighting outlet will be

per

3288.74

-do-

Remark 6


Sr. No. 1 34

Specifi cation 5

Description

Unit

Rate (Rs)

2

3

4

Wiring 3/5 pin 5 Amps. Wall socket point with 1.13 mm PVC insulated wire and 2.5 mm PVC insulated earthing conductor in 19.1 mm PVC Pipe recessed in wall/column complete with switch socket etc.

per point

1241.74

21.3

2- MISCELLANEOUS A)

Wiring with 1/1.13 (3/.029) PVC insulated wire in G.I.Pipe on surface including bends, inspection boxes where necessary etc.

1

Wiring for light or fan point with 1/1.13 (3/.029) PVC insulated wire in 15 mm G.I. Pipe laid on surface in courtyard or open terraces complete with switch button holder/ceiling rose.

per point

1847.00

-do-

2

Wiring 3/5 pin 5 Amps. Wall socket paint with 1/1.13 mm (3/.029) PVC insulated wire in G.I. Pipe 15 mm dia fixed on surface including all accessories and complete with switch socket 3 pin 5 Amps. Combined (concealed) and duly earthed with 2.5 mm PVC insulated earthing conductor.

per point

2046.04

-do-

3 - MAINS AND SUB-MAINS A)

With 2 wires in steel conduit 16 SWG (1.62 mm) thick including all accessories.

1

Wiring mains with 2-1/1.13 (3/.029) PVC insulated wire in 19.1 mm 16 SWG (1.62 mm) thick steel conduit fitted on surface including accessories.

m

170.06

-do-

2

Wiring main with 2-1/1.38 (3/.036) PVC insulated wire in 19.1 mm 16 SWG (1.62 mm) thick steel conduit fitted on surface including accessories.

m

179.93

-do-

3

Wiring main with 2-1/1.78 (7/.029) PVC insulated wire in 19.1 mm 16 SWG (1.62 mm) thick steel conduit fitted on surface including accessories.

m

202.81

-do-

Remark 6


Sr. No. 1 4

Description

Unit

2 Wiring main with 2-1/7/0.85 (7/.036) PVC insulated wire in 19.1 mm 16 SWG (1.62 mm) thick steel conduit fitted on surface including accessories.

3 m


5

Wiring main with 2-1/7/1.04 (7/.044) PVC insulated wire in 19.1 mm 16 SWG (1.62 mm) thick steel conduit fitted on surface including accessories.

m

271.95

-do-

6


m

363.86

-do-

7


m

452.92

-do-

8

Wiring main with 2-1/19(7/.044) PVC insulated wire in 25.4 mm 16 SWG (1.62 mm) gauge steel conduit fitted on surface including accessories.

m

571.42

-do-

9

Wiring main with 2-1/7/2.14) (19.052) PVC insulated wire in 38.2 mm heavy gauge steel conduit fitted on surface including accessories.

m

405.32

-do-

10

Wiring main with 2-1/19/1.53) (19.064) PVC insulated wire in 38.2 mm heavy gauge steel conduit fitted on surface including accessories.

m

552.93

-do-

B)

Rate (Rs)

With 2 wires in steel conduit 16 SWG (1.62 mm) recessed including all accessories.

11

Wiring mains with 2-1/1.13(3.029) PVC insulated wire in 19.1 mm heavy gauge steel conduit recessed in wall as required.

m

158.35

-do-

12

Wiring mains with 2-1/1.38(3.036) PVC insulated wire in 19.1 mm 16 SWG (1.62 mm) gauge steel conduit recessed in wall as required including all accessories.

m

168.22

-do-

Remark 6


Sr. No. 1 13

Description

Unit

2 Wiring mains with 2-1/1.78(7.029) PVC insulated wire in 19.1 mm 16 SWG (1.62 mm) gauge steel conduit recessed in wall as required including all accessories.

3 m


14

Wiring mains with 2-1/7/0.85(7.036) PVC insulated wire in 19.1 mm 16 SWG (1.62 mm) steel conduit recessed in wall as required including all accessories.

m

227.46

-do-

15


m

252.15

-do-

16


m

285.33

-do-

17


m

437.15

-do-

18

Wiring mains with 2-1/19/.044 PVC insulated wire in 25.4 mm 16 SWG (1.62 mm) steel conduit recessed in wall as well as required.

m

555.65

-do-

19

Wiring mains with 2-1/7/2.14 (19.052) PVC insulated wire in 38.2 mm 16 SWG (1.62 mm) gauge steel conduit recessed in wall as required.

m

531.05

-do-

20

Wiring mains with 2-1/19/1.53 (19.064) PVC insulated wire in 38.2 mm 16 SWG (1.62 mm) steel conduit recessed in wall as required including all accessories.

m

631.92

-do-

m

179.96

-do-

C)

21

Rate (Rs)

With 3 wire in steel conduit on surface including all accessories. Wiring mains with 3-1/1.13(3/.029) PVC insulated wire 660 volts grade in 19.1 mm 16 SWG (1.62 mm) gauge steel conduit on surface as required including all accessories.

Remark 6


Sr. No. 1 22

Description

Unit

2 Wiring mains with 3-1/1.38(3/.036) PVC insulated wire 660 volts grade in 19.1 mm 16 SWG (1.62 mm) gauge steel conduit on surface as required including all accessories.

3 m


23

Wiring mains with 3-1/1.78(7/.029) PVC insulated wire 660 volts grade in 19.1 mm 16 SWG (1.62 mm) gauge steel conduit on surface as required including all accessories.

m

203.90

-do-

24

Wiring mains with 3-1/7/0.85 (7/.036) PVC insulated wire 660 volts grade in 19.1 mm 16 SWG (1.62 mm) heavy gauge steel conduit on surface as required including all accessories.

m

236.54

-do-

25

Wiring mains with 3-1/7/1.04 (7/.044) PVC insulated wire 660 volts grade in 25.4 mm 16 SWG (1.62 mm) steel conduit on surface as required including all accessories.

m

302.61

-do-

26

Wiring mains with 3-1/7/1.35 (7/.052) PVC insulated wire 660 volts grade in 25.4 mm 16 SWG (1.62 mm) steel conduit on surface as required including all accessories.

m

376.44

-do-

27

Wiring mains with 3-1/7/1.70 (7/.064) PVC insulated wire 660 volts grade in 31.7 mm 16 SWG (1.62 mm) gauge steel conduit on surface as required including all accessories.

m

576.81

-do-

28

Wiring mains with 3-1/19/0.044 PVC insulated wire 660 volts grade in 31.7 mm 16 SWG (1.62 mm) gauge steel conduit on surface as required including all accessories.

m

618.16

-do-

29

Wiring mains with 3-1/7/2.14 (19/.052) PVC insulated wire 660 volts grade in 38.2 mm 16 SWG (1.62 mm) gauge steel conduit on surface as required including all accessories.

m

712.05

-do-

30

Wiring mains with 3-1/19/1.53 (19/.064) PVC insulated wire 660 volts grade in 38.2 mm 16 SWG (1 62 ) l d i

m

861.66

-do-

Rate (Rs)

Remark 6


Sr. No. 1

31

D)

Specifi cation 5

Description

Unit

Rate (Rs)

2 on surface as required including all accessories.

3

4

Wiring mains with 3-1/19/2.14 (19/.083) PVC insulated wire 660 volts grade in 50.8 mm 16 SWG (1.62 mm) gauge steel conduit on surface as required including all acce4ssories.

m

1171.80

21.3

With 3 wires in steel conduit recessed including all accessories.

32

Wiring mains with 3-1/1.13(3/.029) PVC insulated wire 660 volts grade in 19.1 mm 16 SWG (1.62 mm) steel conduit recessed in the wall as required including all accessories.

m

166.95

-do-

33

Wiring mains with 3-1/1.38(3/.036) PVC insulated wire 660 volts grade in 19.1 mm 16 SWG (1.62 mm) steel conduit recessed in the wall as required.

m

184.44

-do-

34

Wiring mains with 3-1/1.78(7/.029) PVC insulated wire 660 volts grade in 19.1 mm 16 SWG (1.62 mm) gauge steel conduit recessed in the wall as required including all accessories.

m

207.74

-do-

35

Wiring mains with 3-1/7/0.58 (7/.036) PVC insulated wire 660 volts grade in 19.1 mm 16 SWG gauge steel conduit recessed in the wall as required including all accessories.

m

257.14

-do-

36


m

281.42

-do-

37


m

366.71

-do-

38

Wiring mains with 3-1/7/1.70 (7/.064) PVC insulated wire 660 volts grade in 31.7 mm 16 SWG

m

553.51

-do-

Remark 6


Sr. No. 1

Specifi cation 5

Description

Unit

Rate (Rs)

2 gauge steel conduit recessed in the wall as required including all accessories.

3

4

39

Wiring mains with 3-1/19/.044 PVC insulated wire 660 volts grade in 31.7 mm 16 SWG gauge steel conduit recessed in the wall as required including all accessories.

m

602.85

21.3

40


m

664.21

-do-

41


m

833.52

-do-

42


m

1136.14

-do-

E)

With 4 wire in steel conduit on surface including all accessories.

43

Wiring mains with 4-1/1.13 (3/.029) PVC insulated wire 660 volts grade in 19.1 mm 16 SWG gauge steel conduit on surface as required including all accessories.

m

211.28.

-do-

44


m

234.31

-do-

45


m

248.40

-do-

46

Wiring mains with 4-1/7/0.85 (7/.036) PVC insulated wire 660 volts grade in 25.4 mm 16 SWG gauge steel conduit on surface as

m

291.65

-do-

Remark 6


Sr. No. 1 47

Description

Unit

2

3 m


Wiring mains with 4-1/7/1/04 (7/.044) PVC insulated wire 660 volts grade in 25.4 mm 16 SWG gauge steel conduit on surface as required including all accessories.

Rate (Rs)

48

Wiring mains with 4-1/7/1/35 (7/.052) PVC insulated wire 660 volts grade in 31.7 mm 16 SWG gauge steel conduit on surface as required including all accessories.

m

525.87

-do-

49

Wiring mains with 4-1/7/1.70 (7/.064) PVC insulated wire 660 volts grade in 31.7 mm 16 SWG gauge steel conduit on surface as required including all accessories.

m

687.39

-do-

50

Wiring mains with 4-1/19/.044 PVC insulated wire 660 volts grade in 31.7 mm 16 SWG gauge steel conduit on surface as required including all accessories.

m

745.12

-do-

51


m

847.89

-do-

52


m

1145.96

-do-

F)

With 4 wires in steel conduit recessed including all accessories.

53

Wiring mains with 4-1/1.13 (3/.029) PVC insulated wire 660 volts grade in 19.1 mm 16 SWG (1.62 mm) gauge steel conduit recessed in the wall as required including all accessories.

m

189.40

-do-

54

Wiring mains with 4-1/1.38 (3/.036) PVC insulated wire 660 volts grade in 19.1 mm16 SWG (1.62 mm) gauge steel conduit recessed in the wall as required including all accessories.

m

280.55

-do-

55

Wiring mains with 4-1/1.78(7/.029) PVC insulated wire 660 volts grade

m

225.55

-do-

Remark 6


Sr. No. 1

Specifi cation 5

Description

Unit

Rate (Rs)

2 conduit recessed in wall as required including all accessories.

3

4

56

Wiring mains with 4-1/7/0.85 (7/.036) PVC insulated wire 660 volts grade in 25.4 mm 16 SWG gauge steel conduit recessed in wall as required including all accessories.

m

271.47

21.3

57

Wiring mains with 4-1/7/1.04 (7/.044) PVC insulated wire 660 volts grade in 25.4 mm 16 SWG gauge steel conduit recessed as required including all accessories.

m

321.47

-do-

58


m

509.21

-do-

59


m

666.73

-do-

60


m

727.52

-do-

61


m

818.13

-do-

62

Wiring mains with 4-19/1.53 (19.064) PVC insulated wire 660 volts grade in 50.8 mm 16 SWG gauge steel conduit on surface as required including all accessories.

m

1109.85

-do-

G)

With 3 Wires in G.I. Pipe on surface including all accessories.

63

Wiring mains with 3-1/1.13 (3/.029) PVC insulated wire 660 volts grade in 19.1 mm G.I. Pipe on surface including all accessories.

m

281.06

-do-

64

Wiring mains with 3-1/1.38 (3/.036) PVC insulated wire 660 volts grad

m

297.59

-do-

Remark 6


Sr. No. 1

Specifi cation 5

Description

Unit

Rate (Rs)

2 in 19.1 mm G.I. Pipe on surface including all accessories.

3

4

65

Wiring mains with 3-1/1.78 (3/.029) PVC insulated wire 660 volts grade in 25 mm G.I. Pipe on surface including all accessories.

m

370.63

21.3

66

Wiring mains with 3-1/7/0.85 (3/0.036) PVC insulated wire 660 volts grade in 25 mm G.I. Pipe on surface including all accessories.

m

404.60

-do-

67

Wiring mains with 3-1/7/1.04 (7/0.044) PVC insulated wire 660 volts grade in 25 mm G.I. Pipe on surface including all accessories

m

472.31

-do-

68

Wiring mains with 3-1/7/1.35 (7/0.052) 1-7/0.85(7/.056) PVC insulated wire 660 volts grade in 31.7 mm G.I. Pipe on surface.

m

609.77

-do-

69

Wiring mains with 3-1/7/1.70 (7/.064) PVC insulated wire 660 volts grade in 31.7 mm G.I. Pipe on surface.

m

728.95

-do-

70

Wiring mains with 3-1/19/.044 PVC insulated wire 660 volts grade in 31.7 mm G.I. Pipe on surface.

m

772.02

-do-

71


m

910.65

-do-

72


m

1075.69

-do-

H)

With 4 wires in G.I. Pipe on surface including all accessories.

73

Wiring mains with 4-1/1.13 (3.029) PVC insulated wire 660 volts grade in 19.1 mm G.I. Pipe on surface.

m

296.27

-do-

74

Wiring mains with 4-1/1.38 (3/.036) PVC insulated wire 660 volts grade in 19.1 mm G.I. Pipe on surface.

m

320.44

-do-

75

Wiring mains with 4-1/1.78 (7/.029) PVC insulated wire 660 volts grade in 25 mm G.I. Pipe on surface.

m

389.26

-do-

Remark 6


Sr. No. 1 76

Description

Unit

2

3 m


Wiring mains with 4-1/7/0.85 (7/.036) PVC insulated wire 660 volts grade in 25 mm G.I. Pipe on surface.

Rate (Rs)

77

Wiring mains with 4-1/7/1.04 (7.044) PVC insulated wire 660 volts grade in 25 mm G.I. Pipe on surface.

m

479.85

-do-

78


m

670.74

-do-

79


m

917.22

-do-

80

Wiring mains with 4-1/19/.0449 PVC insulated wire 660 volts grade in 38.2 mm G.I. Pipe on surface.

m

976.64

-do-

81


m

1040.60

-do-

82

Wiring mains with 4-1/19/1.53 (19/.064) PVC insulated wire 660 volts grade in 50 mm G.I. Pipe on surface.

m

1885.68

-do-

I)

With 2 wires in PVC Pipe on surface including all accessories.

83

Wiring mains with 2-1/1.13 (3.029) PVC insulated wire 660 volts grade in 19.1 mm PVC conduit fitted on surface.

m

83.31

-do-

84

Wiring mains with 2-1/1.38 (3/.036) PVC insulated wire 660 volts grade in 19.1 mm PVC conduit fitted on surface.

m

102.69

-do-

85

Wiring mains with 2-1/1.78 (7/.029) PVC insulated wire in 19.1 mm PVC conduit fitted on surface.

m

110.09

-do-

86

Wiring mains with 2-1/7/0.85 (7/.036) PVC insulated wire 660 volts grade in 25 mm PVC conduit fitted on surface.

m

147.54

-do-

Remark 6


Sr. No. 1 87

Description

Unit

2

3 m

Specifi cation 4 5 178.23 -do-


Rate (Rs)

88


m

214.56

-do-

89

Wiring mains with 2-1/7/1.70 (7/.064) PVC insulated wire 660 volts grade in 31.7 mm PVC conduit fitted on surface.

m

292.84

-do-

90

Wiring mains with 2-1/19//044 PVC insulated wire 660 volts grade in 31.7 mm PVC conduit fitted on surface.

m

327.43

-do-

91


m

396.70

-do-

92


m

497.42

-do-

J)

With 2 wires in PVC Conduit recessed including all accessories.

93

Wiring mains with 2-1/1.13 (3/.029) PVC insulated wire in 19.1 mm PVC Conduit recessed in the wall as required.

m

85.87

-do-

94

Wiring mains with 2-1/1.38 (3/.036) PVC insulated wire in 19.1 mm PVC Conduit recessed in the wall as required.

m

96.95

-do-

95

Wiring mains with 2-1/1.78(7/.029) PVC insulated wire in 19.1 mm PVC Conduit recessed in the wall as required.

m

104.36

-do-

96

Wiring mains with 2-1/7/.085 (7/.036) PVC insulated wire in 25 mm PVC Conduit recessed in the wall as required.

m

145.95

-do-

97

Wiring mains with 2-1/7/1.04 (7/.044) PVC insulated wire in 25 mm PVC Conduit recessed in

m

176.61

-do-

Remark 6


Sr. No. 1 98

Description

Unit

2

3 m


Wiring mains with 2-1/7/1.35 (7/.052) PVC insulated wire in 25 mm PVC Conduit recessed in the wall as required.

Rate (Rs)

99

Wiring mains with 2-1/7/1.70 (7/.064) PVC insulated wire in 31.7 mm PVC Conduit recessed in the wall as required.

m

286.01

-do-

100

Wiring mains with 2-1/19/.044 PVC insulated wire in 31.7 mm PVC Conduit recessed in the wall as required.

m

322.54

-do-

101


m

378.91

-do-

102


m

447.92

-do-

K)

With 3 wires in PVC Conduit on surface including all accessories.

103

Wiring mains with 3-1/1.13 (3/.029) PVC insulated wire 660 volts grade in 19.1 mm conduit on surface as required.

m

104.69

-do-

104

Wiring mains with 3-1/1.38 (3/.036) PVC insulated wire 660 volts grade in 19.1 mm conduit on surface as required.

m

117.19

-do-

105

Wiring mains with 3-1/1.78 (7/.029) PVC insulated wire 660 volts grade in 25 mm conduit on surface as required.

m

140.91

-do-

106

Wiring mains with 3-1/7/0.85 (7/.036) PVC insulated wire 660 volts grade in 25 mm conduit on surface as required.

m

173.63

-do-

107

Wiring mains with 3-1/7/1.04 (7/.044) PVC insulated wire in 25 mm PVC Conduit on surface on the wall as required.

m

210.10

-do-

108

Wiring mains with 3-1/7/1.70 (7/.064) PVC insulated wire in 31.7 mm PVC Conduit on surface

m

295.38

-do-

Remark 6


Sr. No. 1 109

Description

Unit

2

3 m


Wiring mains with 3-1/7/1.70 (7/.064) PVC insulated wire in 31.7 mm PVC Conduit on surface on the wall as required.

Rate (Rs)

110

Wiring mains with 3-1/19/.044 PVC insulated wire in 31.7 mm PVC Conduit on surface on the wall as required.(fitted with G.I. Clamps)

m

453.33

-do-

111

Wiring mains with 3-1/7/2.14 (19/.052) PVC insulated wire in 38.2 mm PVC Conduit on surface on the wall as required.(fitted with G.I. Clamps)

m

531.85

-do-

112

Wiring mains with 3-1/19/1.53 (19/.064) PVC insulated wire in 38.2 mm PVC Conduit on surface on the wall as required.(fitted with G.I. Clamps)

m

675.73

-do-

L)

With 3 wires in PVC conduit recessed including all accessories.

113

Wiring mains with 3-2/1.13(3/.029) PVC insulated wire in 19.1 mm PVC Conduit on surface on the wall as required.

m

98.49

-do-

114

Wiring mains with 3-1/1.38(3/.036) PVC insulated wire in 19.1 mm PVC Conduit on surface on the wall as required.

m

115.99

-do-

115

Wiring mains with 3-1/1.78(7/.029) PVC insulated wire in 25 mm PVC Conduit on surface on the wall as required.

m

137.89

-do-

116

Wiring mains with 3-1/7/0.85 (7/.036) PVC insulated wire 660 volts grade in 25 mm PVC conduit recessed in the wall as required.

m

170.59

-do-

117


m

207.06

-do-

118


m

291.45

-do-

Remark 6


Sr. No. 1 119

Description

Unit

2

3 m


Wiring mains with 3-1/7/1.70 (7/.064) PVC insulated wire 660 volts grade in 31.7 mm PVC conduit recessed in the wall as required.

Rate (Rs)

120

Wiring mains with 3-1/19/.044 PVC insulated wire 660 volts grade in 31.7 mm PVC conduit recessed in the wall as required.

m

512.63

-do-

121

Wiring mains with 3-1/7/2.14 (19/.052) PVC insulated wire 660 volts grade in 38.2 mm PVC conduit recessed in the wall as required.

m

755.73

-do-

122

Wiring mains with 3-1/19/1.53 (19/.064) PVC insulated wire 660 volts grade In 38.2 mm PVC conduit recessed in the wall as required.

m

1081.58

-do-

M)

With 4 wires in PVC Conduit on surface: including all accessories.

123

Wiring mains with 4-1/1.13 (3/.029) PVC insulated wire 660 volts grade in 20mm PVC conduit on surface.

m

146.56

-do-

124

Wiring mains with 4-1/1.38 (3/.036) PVC insulated wire 660 volts grade in 19.1 mm PVC conduit on surface. Wiring mains with 4-1/1.78 (7/.029) PVC insulated wire 660 volts grade in 25 mm PVC conduit on surface.

m

165.84

-do-

m

188.52

-do-

126

Wiring mains with 4-1/7/0.85 (7/.036) PVC insulated wire 660 volts grade in 25 mm PVC conduit on surface.

m

212.55

-do-

127

Wiring mains with 4-1/7/1.04 (7/.044) PVC insulated wire 660 volts grade in 25 mm PVC conduit on surface.

m

304.12

-do-

128

Wiring mains with 4-1/7/1.35 (7/.052) PVC insulated wire 660 volts grade in 31.7 mm PVC conduit on surface.

m

490.49

-do-

129


m

683.27

-do-

125

Remark 6


Sr. No. 1 130

Description

Unit

2 Wiring mains with 4-1/19/.044 PVC insulated wire 660 volts grade in 38.2 mm PVC conduit on surface.

3 m


131


m

901.76

-do-

N)

With 4 wires in PVC Conduit recessed including all accessories.

132

Wiring mains with 4-1/1.13 (3/.029) PVC insulated wire 660 volts grade in 38.2 mm PVC conduit recessed.

m

136.85

-do-

133

Wiring mains with 3-1/1.38 (3/.036) and 1-1/1.13(3/.029) PVC insulated wire 660 volts grade in 19.1 mm PVC Conduit recessed in the wall as required.

m

156.12

-do-

134

Wiring mains with 4-1/1.78 (7/.029) PVC insulated wire 660 volts grade in 25 mm PVC conduit recessed in the wall as required.

m

189.78

-do-

135

Wiring mains with 4-1/7/0.85 (7/.036) and 1-1/1.78 (7/.029) PVC insulated wire 660 volts grade in 25 mm PVC Conduit recessed in the wall as required.

m

218.39

-do-

136

Wiring mains with 4-1/7/1.04 (7/.044) PVC insulated wire 660 volts grade in 25 mm PVC Conduit recessed in the wall as required.

m

647.42

-do-

137

Wiring mains with 4-1/7/1.35 (7/.052) PVC insulated wire 660 volts grade in 31.7 mm PVC Conduit recessed in the wall as required.

m

480.70

-do-

138

Wiring mains with 4-1/7/1.70 (7/.064) PVC insulated wire 660 volts grade in 31.7 mm PVC Conduit recessed in wall as required.

m

673.42

-do-

139

Wiring mains with (4-1/19/.044) PVC insulated wire 660 volts grade in 38.2 mm PVC Conduit recessed in wall as required.

m

973.61

-do-

Rate (Rs)

Remark 6


Sr. No. 1 140

Description

Unit

2

3 m

Wiring mains with 4-1/7/2.14 (19.052) PVC insulated wire 660 volts grade in 38.2 mm PVC Conduit recessed in wall as required.


Rate (Rs)

O)

With 6 Wires in G.I.Pipe on surface for Motor connection complete with all accessories.

141

Wiring from starter to motor with 6-1/7/0.85 (7/.036) PVC Insulated wires in G.I.Pipe 32 mm dia on surface including all accessories.

m

647.42

-do-

142


m

785.89

-do-

143

Wiring from starter to motor with 6-1/7/1.70 (7/.064) PVC Insulated wires in G.I.Pipe 38.2 mm dia on surface including all accessories.

m

1357.95

-do-

144

Wiring from starter to motor with 6-1/19/.044 PVC Insulated wires in G.I.Pipe 50 mm dia on surface including all accessories.

m

2172.73

-do-

145


m

2245.62

-do-

146


m

2921.53

-do-

147

Wiring from starter to motor with 6-1/19/2.14 (19/.083) PVC Cable 660 volts in G.I.Pipe 80 mm dia fixed on surface including all accessories.

m

3547.58

-do-

P)

PVC Cable Insulated /Sheathed Four Core Cables.

148

Supply and erection of PVC insulated PVC Sheathed 4 core copper cable size 19/.052(7/2.14 mm) on wooden cleats with angle iron base size 38 mm x 3 mm 60

m

1145.90

-do-

Remark 6


Sr. No. 1 149

Description

Unit

2 Supply and erection of PVC insulated PVC Sheathed 4 core copper cable size 19/.064(19/1.53 mm) 4 core on wooden cleats with angle iron base size 38 mm x 3 mm 60 mm long.

3 m


150

Supply and erection of PVC insulated PVC Sheathed 4 core copper cable size 19/.083(19/2.14 mm) 4 core on wooden cleats with angle iron base size 38 mm x 3 mm 60 mm long.

m

2843.87

-do-

151

Supply and erection of PVC insulated PVC Sheathed 4 core copper cable size 19/.052(7/2.14 mm) in existing trench.

m

768.84

-do-

152


m

1311.94

-do-

153


m

2428.73

-do-

Q)

E.C.C.

154

Providing/laying and connecting hard drawn bare copper wire 2.076 mm as earth continuity conductor with any given main or sub-main in all system of wiring.

m

10.28

-do-

155

Providing/laying and connecting hard drawn bare copper wire 3.2 mm2 (14 S.W.G) as earth continuity conductor with any given mains or sub-main in all system of wiring.

m

13.80

-do-

156

Providing & fixing hard drawn bare copper wire 5.4 mm2 (12 S.W.G) as earth continuity conductor with any given mains or sub-main in all system of wiring.

m

22.91

-do-

157

Providing & fixing hard drawn bare copper wire 8.7 mm2 (10 S.W.G) as earth continuity conductor with any given mains or sub-main in all system of wiring including metallic electrical accessories.

m

27.53

-do-

Rate (Rs)

Remark 6


Sr. No. 1 158

Description

Unit

2 Providing & fixing hard drawn bare copper wire 13 mm2 (8 S.W.G) as earth continuity conductor with any given mains or sub-main in all system of wiring including metallic electrical accessories.

3 m


159

Providing & fixing hard drawn bare copper wire 19 mm 2 (6 S.W.G) as earth continuity conductor with any given mains or sub-main in all system of wiring including metallic electrical accessories.

m

53.98

-do-

160


m

54.86

-do-

161


m

74.42

-do-

162

Providing & fixing hard drawn bare copper wire 38.6 mm 2 (2 S.W.G) as earth continuity conductor with any given mains or sub-main in all system of wiring including metallic electrical accessories.

m

89.42

-do-

163

Providing & fixing hard drawn bare copper wire 45.6 mm 2 (1 S.W.G) as earthing conductor in earthing pit/trench etc.

m

125.73

-do-

164

Providing & fixing hard drawn bare copper tap 19.1 x 3 mm as earthing conductor for laying in earthing pit/trench etc.

m

174.22

-do-

165

Providing & fixing and connecting hard drawn bare copper Tap 25.4 mm x 3 mm as earthing conductor for laying in earthing pit/trench etc.

m

230.49

-do-

166

Providing & fixing and connecting hard drawn bare copper Tap 38.2 mm x 3 mm as earthing conductor for laying in earthing pit/trench etc.

m

386.95

-do-

Rate (Rs)

Remark 6


Sr. No. 1

Description

Unit

Rate (Rs)

2

3

4

Specifi cation 5

4 - ELECTRICAL ACCESSORIES A)

Surface Type Switches

1

Providing & fixing and connecting one way S.P. 5 Amps. Switch already fixed board as replacement.

each

53.80

21.3

2

Providing & fixing and connecting two ways S.P. 10/15 Amps. Switch on already fixed a given prepared board as replacement.

each

55.97

-do-

3

Providing & fixing and connecting A.C. one way S.P. 10/15 Amps. Switch on already fixed a given prepared board.

each

73.10

-do-

B)

FLUSH TYPE SWITCHES

4

Providing & fixing/connecting A.C. one way S.P. 5 Amps, switch flush type (Piano type) as replacement on open wooden board.

each

56.66

-do-

5

Providing & fixing /connecting A.C. two ways S.P. 5 Amps, switch flush type on a given prepared board as replacement.

each

63.70

-do-

6

Providing & fixing/connecting A.C. one way S.P. 5 Amps, already flush type switch as replacement on metal board recessed in the walls or columns and covered with sheet.

each

69.27

-do-

7

Providing & fixing /connecting A.C. one way S.P. 10/15 Amps, already flush type switch as replacement on metal board recessed in the walls or columns and covered with sheet.

each

85.73

-do-

each

63.70

-do-

each

73.97

-do-

C) 8

D) 9

Flush Type Switches - Two ways Providing & fixing /connecting A.C. two ways S.P. 5 Amps, already flush type switch on metal board already recessed in the walls or columns and covered with sheet as replacement. Weather Proof Switches Providing and fixing/connecting A.C. two ways S.P. 5 Amps 250 volts switch as replacement in weather proof cast iron case

Remark 6


Sr. No. 1 10

11.

E)

Description

Unit

2 Providing and fixing A.C. one way 5 Amps 250 volts, switch in weather proof cast iron case complete with switch & C.I. Case.

3 each


Providing and fixing/connecting A.C. one way 15 Amps. 250 volts switch, weather proof cast iron case with front operated disc handle on a given board complete with C.I. Case.

each

406.49

-do-

Rate (Rs)

2-Pin, 5Amps. Plug Socket:

12.

Providing and fixing/connecting surface type 2 pin 5 Amps S.P. Plug-socket as replacement on already fixed wooden board.

each

51.42

-do-

13.

Providing and fixing/connecting surface type 2 pin 5 Amps S.P. Plug-socket, switch complete with S.W. Board as replacement.

each

101.45

-do-

14.

Providing and fixing flush type 2 pin 5 Amps S.P. Plug-socket on already fixed board.

each

50.08

-do-

15.

Providing and fixing/ connecting flush type 2 pin 5 Amps S.P. Plugsocket on Metal Board recessed in the wall or columns as replacement with plastic sheet.

each

81.56

-do-

F)

3-Pin, 5Amps. Plug Socket:

16.

Providing and fixing surface type 3 pin 5 Amps S.P. Plug-socket on a given prepared board.

each

61.32

-do-

17.

Providing and fixing type 3 pin 5 Amps flush type S.P. Plug-socket and switch complete with board.

each

241.53

-do-

18.

Providing and fixing type 3 pin 5 Amps flush type S.P. Plug-socket and switch combined on board as replacement.

each

73.94

-do-

19.

Providing and fixing flush type 3 pin 5 Amps S.P. Plug-socket, switch combined fixed on M.S./C.I Box on surface complete with C. I. Box.

each

168.30

-do-

Remark 6


Sr. No. 1 G)

Description 2 3 Pin, 15 Amps Plug Socket:

Unit

Rate (Rs)

3

4

Specifi cation 5

20.

Providing and fixing surface type 2 pin 15 Amps S.P. Plug-socket and switch as replacement on board already exit.

each

108.35

21.3

21

Providing and fixing surface type 3 pin 15 Amps S.P. Plug-socket and switch as replacement complete with board.

each

291.00

-do-

22

Providing and fixing flush type 3 pin 15 Amps S.P. Plug-socket, switch (combined) as replacement on board already exist.

each

174.43

-do-

23

Providing and fixing flush type 3 pin 15 Amps S.P. Plug-socket, switch (combined) as replacement on board already exist.

each

255.04

-do-

H)

Weather Proof Plug Socket:

24

Providing and fixing S.P. 5 Amps 3 pin plug-socket and switch as replacement in switch weather proof type cast iron case already exist.

each

147.90

-do-

25

Providing and fixing S.P. 15 Amps 3 pin plug-socket and switch as replacement in switch weather proof type cast iron case already exist.

each

191.61

-do-

26

Providing and fixing S.P. 5 Amps 3 pin plug-socket and switch in weather proof type both in one cast iron case complete with case.

each

412.57

-do-

27

Providing and fixing S.P. 5 Amps 3 pin plug-socket and switch in weather proof type both in one cast iron case complete with case.

each

615.21

-do-

I)

Electric Bells:

28

Providing and fixing A.C. or D.C. electric bell 200/250 volts 70 mm Gong as replacement.

each

130.19

-do-

29

Providing and fixing A.C. or D.C. electric Buzzer 200/250 volts as replacement

each

79.71

-do-

Remark 6


Sr. No. 1 30

J)

Description

Unit

2 Providing and fixing A.C. weather proof iron case electric bell 200/250 volts 100 mm Gong.

3 each


Rate (Rs)

Electric Bell Push:

31

Providing and fixing connecting flush type electric bell push button as replacement on a prepared board.

each

55.47

-do-

32

Providing and fixing bakelite table push with 2.74 m twin core circular P.V.C. flexible cord as replacement.

each

126.90

-do-

33

Providing and fixing multiple piano type table bell push 2 ways to be fixed with table P.V.C. flexible cord as replacement.

each

81.08

-do-

K)

Electric Bell Indicator:

34

Providing and fixing electric bell indicator 2 ways with manual repulse operation in wooden box.

each

770.54

-do-

35


each

1154.00

-do-

36


each

1934.79

-do-

37


each

1588.96

-do-

38


each

3838.21

-do-

5 - BOARDS A)

Board:

1

Providing and fixing double D.W.Board to accommodate mains or submain control switches and for other similar jobs on surface 50 mm deep with upper & bottom planks 13 mm thick

sqm

4563.03

-do-

2

Providing and fixing hinged type double D.W.Board to accommodate mains or sub-mains control switches and for other similar jobs

sqm

6712.43

-do-

Remark 6


Sr. No. 1 3

Description

Unit

2 Providing and fixing metal board to accommodate mains or sub-mains control switches and for other similar jobs on surface.

3 sqm


4

Providing and fixing metal board to accommodate mains or sub-mains control switches recessed in the wall, required including all accessories.

sqm

11568.64

-do-

5

Providing and fixing floor mounting metal board 1.20 metre high from bottom (size of angle iron 50 x 50 x 6 mm sheet 8 SWG (4.064 mm ) to accommodate mains or sub-mains control switches and for other similar jobs total high from floor in 2.20 metre

sqm

10832.44

-do-

Rate (Rs)

6 - FITTINGS & FIXTURES A)

Pendent Light Fittings:

1

Providing and fixing bakelite pendent consisting of 1.22 m twin core circular 24/0.19.1 mm (23/0.0076) PVC Insulated PVC sheathed flexible cord with bakelite lamps holder and 254 mm white plastic shade.

each

138.04

-do-

2

Providing and fixing bakelite pendent consisting of 1.22 m twin core circular 24/0.20 mm (23/0.0076) PVC Insulated PVC sheathed flexible cord with bakelite lamps holder and 254 mm E.I. Shade.

each

178.01

-do-

3

Providing and fixing Plain Pendent consisting of 1.22 m twin core circular 24/0.24 mm (23/0.0076) PVC Insulated PVC sheathed flexible cord with bakelite lamps holder and 254 mm white plastic shade.

each

156.84

-do-

4

Providing and fixing bakelite pendent consisting of 1.22 m twin core circular 16/0.19.1 mm(23/0.0076) PVC Insulated PVC sheathed flexible cord with bakelite lamps holder and 254 mm E.I. Shade.

each

196.81

-do-

Remark 6

SECTION SECTION –21 ELECTRIFICATI ELECTRIFICATION ON

Sr. No. 1 B)

Description 2 Bracket Light Fittings:

Unit

Rate (Rs)

3

4

Specifi cation 5

5

Prov Provid idin ing g and and fixi fixing ng bras brass s brac bracke kett 229 mm size fitted with brass lamp holder and 254 mm EI shade.

each

271.28

21.3

6

Prov Provid idin ing g and and fixi fixing ng bras brass s brac bracke kett 229 mm size fitted with brass lamp holder and 254 mm white plastic shade.

each

231.31

-do-

7

Prov Provid idin ing g and and fixi fixing ng bras brass s brac bracke kett 229 mm size fitted with brass lamp holder and 254 mm EI shade.

each

252.47

-do-

8

Prov Provid idin ing g and and fixi fixing ng bras brass s brac bracke kett 229 mm size fitted with brass lamp holder and 254 mm Plastic Shade.

each

212.42

-do-

C)

Batten Li Light Fi Fittings:

9

Prov Provid idin ing g and and fixi fixing ng B.C. B.C. bake bakeli lite te batten lamp holder with 254 mm EI Shade

each

119.17

-do-

10

Prov Provid idin ing g and and fixi fixing ng B.C B.C.. bake bakeli lite te batten lamp holder with 254 mm white plastic shade

each

78.99

-do-

11

Prov Provid idin ing g and and fixi fixing ng B.C. B.C. bras brass s batten lamp holder with 254 mm EI Shade

each

130.94

-do-

12

Providing and fixing B.C. brass batten lamp holder with 254 mm White Plastic shade.

each

90.98

-do-

13

Prov Provid idin ing g and and fixi fixing ng B.C. B.C. bras brass s Angular Type Holder Holder batten holder. holder.

each

67.84

-do-

14

Prov Provid idin ing g and and fixi fixing ng B.C. B.C. bra brass centre swivelling swivelling type batten holder. holder.

each

94.25

-do-

15

Prov Provid idin ing g and and fixi fixing ng B.C. B.C. batt batten en lamp holder holder with 150 mm white opal glass globe and gallery etc.

each

195.29

-do-

16

Prov Provid idin ing g and and fixi fixing ng B.C B.C.. bake bakeli lite te batten batten lamp lamp holder holder with with 200 200 mm white glass globe and gallery etc.

each

237.58

-do-

each

216.74

-do-

7 - FANS A) 1

Ceiling Fan Regulators/Dimmer Regulators/Dimmer:: Fixing A.C. Ceiling fan regulator/dimmer on S.W. board on

Remark 6


Sr. No. 1 2

B)

Description

Unit

2

3 each


Fixing A.C. Ceiling fan regulator/dimmer on metal board recessed in the walls/columns and covered with sheet.

Rate (Rs)

Fan Clamps:

3

Prov Provid idin ing g and and fixi fixing ng mild mild stee steell bar bar fan clamp 13 mm dia suitable for R.C.roof.

each

155.40

-do-

4

Pro Providi iding and and fix fixiing for for wooden den beam Mild steel flat 6 mm x 100 mm size frame box type having double bolts and double nuts on each side and with a suspension M.S. round 13 mm dia clamp as required.

each

450.24

-do-

5

Pro Providi iding and and fi fixing R.C.C .C.C.. be beam Mild steel flat 100 mm x 6mm size framed with suspension of mild steel round 13 mm dia clamp tied up with bolt and double nuts through the beam to hold the suspension clamp as required.

each

450.24

-do-

6

Prov Provid idin ing g and and fixi fixing ng gird girder er type type fan fan clamp of mild steel flat 50 mm x 6 mm size with suspension of M.S. Round 12.7 mm dia clamp tied up with double nuts and bolts on both sides as required.

each

276.27

-do-

7

Pro Providi iding and and fix fixing G.I. G.I.Pi Pip pe ty type fan clamp of mild steel flat 50 mm x 6 mm size with suspension of M.S. Round 12.7 mm dia clamp tied up with double bolts and nuts on both sides.

each

309.26

-do-

8

Pro Providi iding and and fix fixing G.I. G.I. Pipe 50 mm dia size suspension for fan clamps as required. r equired.

m

399.30

-do-

9

Pro Providi iding and and fix fixing G.I. G.I. Pipe 38.2 mm size suspension suspension for fan

m

425.63

-do-

10

Prov Provid idin ing g and and fixi fixing ng G.I. G.I. Pipe Pipe 32 mm size suspension for fan clamps as required. r equired.

m

359.86

-do-

C) 11

S/Erection of Fa Fans Supp Supply ly and and ere erect ctio ion n of of ceil ceilin ing g fan fan

-do-

Remark 6


Sr. No. 1

Description

Unit

Rate (Rs)

2 down rod with 1/1.13 mm (3/.029) PVC wire, fixing of regulator, blade, canopy etc

3

4

a) 915 mm (36”) sweep

each

3316.77

b) 1219 mm (48”) sweep

each

3669.55

c) 1422 mm (5 (56”) sweep

each

3787.10

Specifi cation 5

12

Supp Supply ly and and erec erecti tion on of 457 457 mm (18”) sweep bracket fan including wiring with 1/1.13 mm (3/.029) PVC wire, fixing of blade etc. as required.

each

2957.56

-do-

13

Erec Erecti tion on of brac bracke kett fan fan incl includ udin ing g its its connection.

each

121.09

-do-

14

Erec Erecti tion on of exha exhaus ustt fans fans of all all size sizes s in the opening already exist.

each

121.09

-do-

D)

Butterfly Sh Shutters:

15

Prov Provid idin ing g and and erec erecti tion on butt butter erfl fly y shutters for 229 mm sweep exhaust fan complete as required.

each

133.38

-do-

16


each

155.73

-do-

17


each

166.31

-do-

18


each

183.94

-do-

each

7154.41

-do-

8 - SWITCH GEARS A)

Circuit Breaker Providing and fixing distribution board comprising incoming and outgoing circuit breaker, neutral link and auxiliary wiring completely housed in M.S. Box of 1.62 mm thick sheet having detachable inner cover and outer hinged type lockable door, duly painted inside and outside with Deco spray/powdered spray/powdered paint.

1

Prov Provid idin ing g and and fixi fixing ng of dist distri ribu buti tion on board single single phase phase 30 30 Amps, Amps, 250

Remark 6


Sr. No. 1

Specifi cation 5

Description

Unit

Rate (Rs)

2 breaker 30 Amps. D.P. 4-Nos. outgoing 6-15 Amps. Single pole circuit breaker with N link on prepared board.

3

4

2

Prov Provid idin ing g and and fixi fixing ng of dist distri ribu buti tion on board single phase 60 Amps, 250 volts with 1-No. incoming circuit breaker 60 Amps. D.P. 4-Nos. outgoing 6-15 Amps. Single pole circuit breaker with N link on prepared board.

each

7700.11

21.3

3

Prov Provid idin ing g and and fixi fixing ng of dist distri ribu buti tion on board single phase 60 Amps, 250 volts with 1-No. incoming circuit breaker 60 Amps. D.P. 6-Nos. outgoing 6-15 Amps. Single pole circuit breaker with N link on prepared board.

each

9612.25

-do-

4

Prov Provid idin ing g and and fixi fixing ng of dist distri ribu buti tion on board three phase 400 volts 3 ways with 1-No. incoming circuit breaker 30 Amps. 400 volts and 3 circuit breaker 6-15 Amps. S.P. in each phase on prepared board.

each

15501.50

-do-

5

Prov Provid idin ing g and and fixi fixing ng of dist distri ribu buti tion on board three phase 60-Amps. 400 volts 4 ways per phase phase with with 1-No. 1-No. incoming circuit breaker 60 Amps. 400 volts O/Gang circuit breaker S.P. 6-15 Amps. on prepared board.

each

20740.61

-do-

6

Prov Provid idin ing g and and fixi fixing ng of dist distri ribu buti tion on board three phase 60-Amps. 400 volts 6 ways per phase phase with with 1-No. 1-No. incoming circuit breaker 60 Amps. 400 volts O/Gang circuit breaker S.P. 6-15 Amps. on prepared board.

each

24752.23

-do-

7

Prov Provid idin ing g and and fixi fixing ng of dist distri ribu buti tion on board three phase 60-Amps. 400 volts 6 ways per phase phase with with 1-No. 1-No. incoming circuit breaker 60 Amps. 400 volts O/Gang circuit breaker S.P. 6-30 Amps. complete with volt metre and indication light on each phase on prepared board.

each

27695.36

-do-

8

Prov Provid idin ing g and and fixi fixing ng of dist distri ribu buti tion on board single phase 100 Amps, 400 volts 6-ways per phase with 1-No.

each

29436.34

-do-

Remark 6


Sr. No. 1

Specifi cation 5

Description

Unit

Rate (Rs)

2 400 volts & outgoing breaker S.P. 6.30 Amps. complete with volt metre, selector switch, & phase indication lights and N link on a given board.

3

4

9

Prov Provid idin ing g and and fixi fixing ng of dist distri ribu buti tion on board three phase 100 Amps, 400 volts 8-ways per phase with 1-No. incoming circuit breaker 100 Amps. 400 volts & outgoing breaker S.P. 6.30 Amps. Complete with volt metre, selector switch, & phase indication lights and N link on a given board.

each

34222.05

21.3

10

Prov Provid idin ing g and and fixin fixing g of of dis distri tribu buti tion on boar board d thre three e phas phase e 100 100 Amp Amps, s, 400 400 volts 10-ways per phase with 1-No. incoming circuit breaker 100 Amps. 400 volts & outgoing breaker S.P. 6.30 Amps. Complete with volt metre, selector switch, & phase indication lights and N link on a given board.

each

39314.57

-do-

11

Prov Provid idin ing g and and fixin fixing g of of dis distri tribu buti tion on board three phase 150/200-Amps, 400 volts 10-ways per phase with 1-No. incoming circuit breaker 100 Amps. 400 volts & outgoing breaker S.P. 6.30 Amps. Complete with volt metre, selector switch, & phase indication lights and N link on a given board.

each

52490.24

-do-

12

Prov Provid idin ing g and and fixin fixing g of of dis distri tribu buti tion on board three phase 150/200-Amps, 400 volts 12-ways per phase with 1-No. incoming circuit breaker 100 Amps. 400 volts & outgoing breaker S.P. 6.30 Amps. Complete with volt metre, selector switch, & phase phase indicatio indication n lights lights and N link on a given board.

each

58008.29

-do-

13

Prov Provid idin ing g and and fixin fixing g of of dis distri tribu buti tion on board three phase 200 Amps. 250 volts 14 ways ways per per phase phase with I/C breaker 6-30 Amps and N link volt metre ampare metre selector switches, C.T's. indication light on each phase on surface board.

each

67544.42

-do-

14

Prov Provid idin ing g and and fixin fixing g of of dis distri tribu buti tion on board single phase 30/60 Amps,

each

7489.08

-do-

Remark 6


Sr. No. 1

Specifi cation 5

Description

Unit

Rate (Rs)

2 One No. circuit breaker 30/60 Amps. D.P.& 4-Nos. outgoing circuit breakers 6.30 Amps. & N link fixed in M.S. Box of suitable size recessed in wall.

3

4

15

Providing and fixing of distribution board single phase 30/60 Amps, 250 volts 6-ways per phase with One No. circuit breaker 30/60 Amps. D.P.& 4-Nos. outgoing circuit breakers 6.30 Amps. & N link fixed in M.S. Box of suitable size recessed in wall.

each

8873.17

21.3

16

Providing and fixing of distribution board single phase 60 Amps, 8ways per phase 250 volts with One I/Comming circuit breaker 60 Amps. D.P. & Circuit Breakers 6.30 S.P. in m.s. box of suitable size.

each

10878.92

-do-

17

Providing and fixing of distribution board three phase 60 Amps, 400 volts 3-ways per phase with One I/C circuit breaker 30 Amps. T.P. and outgoing breakers 6-30 Amps. complete with N link in wall recessed.

each

15013.75

-do-

18

Providing and fixing of distribution board single phase 60 Amps, 400 volts 4-ways per phase with One I/C circuit breaker 60 Amps. complete with N link in wall recessed.

each

20977.58

-do-

19

Providing and fixing of distribution board three phase 60 Amps, 400 volts 6-ways per phase with One I/C circuit breaker 60 Amps. T.P. and outgoing breaker 6-30 Amps. complete with N link in wall recessed.

each

27950.07

-do-

20

Providing and fixing of distribution board three phase 100 Amps, 400 volts 6-ways per phase with One I/C circuit breaker 100 Amps. T.P. and outgoing breaker 6-30 Amps. S.P. Complete with volt metre selector switch, phase indication light & N link etc. recessed in wall.

each

29729.87

-do-

21

Providing and fixing of distribution board three phase 100 Amps, 400

each

34469.72

-do-

Remark 6


Sr. No. 1

Specifi cation 5

Description

Unit

Rate (Rs)

2 I/C circuit breaker 100 Amps. T.P. and outgoing breaker 6-30 Amps. complete with N link recessed in wall.

3

4

22

Providing and fixing of distribution board 100 Amps, 400 volts 10-ways per phase with 1-No.I/C circuit breaker 100 Amps. T.P. and outgoing circuit breaker 6-30 Amps. complete with volt metre selector switch, phase indication light & Neutral link etc. recessed in wall.

each

36472.87

21.3

23

Providing and fixing of distribution board three phase 150/200 Amps, 400 volts 10-ways per phase with 1-N0. I/C circuit breaker 150/200 Amps. T.P.and outgoing circuit breaker 6-30 Amps. complete with volt, metre, selector, switch, phase indication light & N link etc. recessed in wall.

each

52681.48

-do-

24

Providing and fixing of distribution board 3-phase 400 volts 12-ways per phase with 1-No. I/C circuit breaker 150/200 Amps. T.P.and outgoing circuit breaker 6-30 Amps. complete with volt, metre, selector, switch, phase indication light & N link etc. recessed in wall.

each

53168.16

-do-

25

Providing and fixing of distribution board 3-phase 400 volts 14-ways per phase with 1-No.I/C circuit breaker 200 Amps. T.P. and outgoing circuit breaker 6-30 Amps. complete with volt, metre, ampere Metre, Selector switch, phase indication light, C.T's & & N link etc. recessed in wall.

each

72583.68

-do-

D)

Change-over Switches:

26

Providing and fixing D.P.I/C change-over switch 500 volts, 15 Amps, on a prepared board

each

865.69

-do-

27

Providing and fixing D.P.I/C change-over switch 500 volts, 30 Amps, on a prepared board

each

1269.79

-do-

28

Providing and fixing D.P.I/C change-over switch 500 volts, 60 Amps, on a prepared board.

each

1727.41

-do-

Remark 6


Sr. No. 1 29

Description

Unit

2

3 each


Providing and fixing T.P.I/C change-over switch 500 volts, 15 Amps, on a prepared board

Rate (Rs)

30


each

2151.63

-do-

31


each

2505.75

-do-

E)

Junction Boxes:

32

Providing and fixing on a prepared board iron-clad bus bar with 4 copper strips of 100 Amps in 19 mm x 4 mm section with chamber of overall size 609 mm x 336 mm.

each

4773.35

-do-

33

Providing and fixing on a prepared board iron-clad bus bar with 4 copper strips of 100 Amps in 19 mm x 4 mm section with chamber of overall size 457 mm x 336 mm.

each

4303.13

21.3

34

Providing and fixing on a prepared board iron-clad bus bar with 4 copper strips of 200 Amps in 25.4mm x 5.5 mm section with chamber of overall size 914 mm x 419 mm.

each

7595.41

-do-

35

Providing and fixing on a prepared board iron-clad bus bar with 4 copper strips of 200 Amps in 25.4mm x 5.5mm section with chamber of overall size 914 mm x 419 mm.

each

11119.90

-do-

36

Providing and fixing on a prepared board iron-clad bus bar with 4 copper strips of 200 Amps in 25.4mm x 5.5mm section with chamber of overall size 137 mm x 419 mm .

each

16265.63

-do-

37


each

8325.31

-do-

Remark 6


Sr. No. 1 38

Description

Unit

2 Providing and fixing on a prepared board iron-clad bus bar with 4 copper strips of 200 Amps in 31.7mm x 6.3mm section with chamber of overall size 914 mm x 419 mm.

3 each


39


each

17206.06

-do-

40

Providing and fixing on a prepared board iron-clad bus bar with 4 copper strips of 500 Amps in50.8 mm x 6.3 mm section with chamber of overall size 914 mm x 533 mm.

each

39547.55

-do-

41

Providing and fixing on a prepared board iron-clad bus bar with 4 copper strips of 200 Amps in 50.8 mm x 6.3 mm section with chamber of overall size 1371mm x 533 mm.

each

26525.60

-do-

42

Providing and fixing on a prepared board iron-clad bus bar with 4 copper strips of 200 Amps in 50.8 mm x 6.3 mm section with chamber of overall size 1828 mm x 533 mm.

each

52630.05

-do-

Rate (Rs)

Remark 6


A-II. Internal Electrification of Building Sr. No. 1 A)

Description

Unit

Rate (Rs)

2

3

4

PVC insulated 4 core copper cables

1

Supply and erection of PVC insulated PVC Sheathed 4 core copper cable size 3/.029(2.5 mm 2) in existing trench/tray.

m

138.97

2

Supply and erection of PVC insulated PVC Sheathed 4 core copper cable size 7/.029(2.5 mm2) in existing trench/tray.

m

280.37

3

Supply and erection of PVC insulated PVC Sheathed 4 core copper cable size 7/.036(4.0 mm 2) in existing trench/tray.

m

420.45

4

Supply and erection of PVC insulated PVC Sheathed 4 core copper cable size 7/.044(6 mm 2) in existing trench/tray.

m

609.02

5


m

847.54

6


m

1254.80

B)

PVC Insulated Single Core Copper Cables:

7

Supply and erection of PVC insulated copper cable, single core 1.5 mm2 (3/.029) in existing PVC Duct / MS channel.

m

34.12

8


m

67.70

9


m

100.65

10

Supply & erection of PVC insulated

m

145.61

Specifi cation 5

Remark 6


Sr. No. 1

Description

Unit

Rate (Rs)

2 (7/.044) in existing PVC Duct / MS channel.

3

4

11

Supply & erection of PVC insulated copper cable, single core 10.0 mm 2 (7/.052) in existing PVC Duct / MS channel.

m

199.33

12

Supply & erection of PVC insulated copper cable, single core 16.0 mm 2 (7/.064) in existing PVC Duct / MS channel.

m

296.45

C)

PVC Insulated Two Core flexible Copper Cables:

13

Supply & erection of PVC insulated copper flexible cable, two core 14/.0076 in existing PVC Duct / MS channel.

m

44.99

14


m

58.29

15


m

80.93

16


m

129.28

17


m

184.97

18


m

263.72

D)

PVC Ducts with cover:

1

Providing & fixing of PVC Ducts 16mm x 16mm on surface

m

79.86

2


m

90.56

Specifi cation 5

Remark 6


Sr. No. 1

Description

Unit

2 Providing & fixing of PVC Ducts 16mm x 38mm on surface

3 m

4 120.51

4


m

146.18

5


m

201.79

6


m

227.11

7

Providing and fixing of M S Channel 455x455mm (1.5”x1.5'') with cover 18 SWG powder coated including all accessories.

m.

445.66

8

Providing and fixing of Power Outlet board for computer housing powder coated 18 SWG 200x305x75mm (8" x 12" x 3") having German Socket 02 Nos., Power plug flat pin 01 No. Light Plug 01 No., Double Gang Switch 01 No. & MCB 6-15 A 01 No. (all switches/ sockets etc Legrand France or equivalent)

no

2995.70

9

Providing and fixing of Power Outlet board for Photocopier housing powder coated 18 SWG 200x150x60mm (8" x 6" x 2.5") having Power plug flat pin 01 No. Light Plug 01 No., & MCB 6-15 A 01 No. (all switches/ sockets etc Legrand France or equivalent )

no

1993.51

3

E)

Rate (Rs)

Exhaust Fans metal body:

1

Providing and fixing of Exhaust fan 150mm (6”) dia Metal body best quality (i.e. Royal, GFC, Pak etc)

no

2258.73

2


no

1880.47

3


no

2076.12

4

Providing and fixing of Exhaust fan 305mm (12”) dia Metal body best quality (i.e. Royal GFC, Pak etc)

no

2258.73

Specifi cation 5

Remark 6


Sr. No. 1

Description

Unit

2 Providing and fixing of Exhaust fan 405mm (16”) dia Metal body best quality (i.e. Royal GFC, Pak etc)

3 no

4 3341.36

6


no

3503.32

7


no

3907.68

8


no

4325.08

5

F)

Rate (Rs)

Exhaust Fans plastic body:

9

Providing and fixing of Exhaust fan 150mm (6”) dia Plastic body best quality (i.e. Royal, GFC, Pak etc)

no

1635.90

10


no

1988.08

11


no

6734.81

12


no

2262.00

G)

Bracket Fans:

13

Providing and fixing of Bracket fan 305mm (12”) best quality (i.e. Royal, GFC, Pak etc)

no

2379.39

14


no

2901.14

15


no

2966.36

16


no

3044.62

17

Providing and fixing of Bracket fan 605mm (24”) best quality (i.e.

no

4453.34

Specifi cation 5

Remark 6


Sr. No. 1

18

H)

Description

Unit

Rate (Rs)

2 Providing and fixing of Bracket fan 355mm (14”) Louver Type best quality (i.e. Royal, GFC, Pak etc)

3 no

4 2914.18

Indoor type lights:

1

Providing and fixing of Down Light 100 mm / 125 mm (4" / 5”) Dia complete with Energy Saver 23 W

no

640.23

2

Providing and fixing Recessed Mounting Light Fixture 605x605mm (2’ x 2’) (4 X 18W PHILIPS TBS088/418 G2 or equivalent) complete with 4XTDL-18W/54 & 4X20W Starter.

no

3801.15

3

Providing and fixing of Indoor Light Fixture Batten Type 1 x TLD-36W (Philips TMS/015/136 or equivalent) complete with Chock 1xTLD36W/54 & 2 x 40W starter & chain for suspension mounting.

no

1520.68

4

Providing and fixing of Indoor Light Fixture Batten Type 1 x TLD-36W (Philips TMS/015/136 or equivalent) complete with Electronic Ballast etc.

no

2544.61

5

Providing and fixing of Indoor Light Fixture Batten Type 2 x TLD-36W (Philips TMS/015/236 or equivalent) complete with Chock 2xTLD36W/54 & 2 x 40W starter & chain for suspension mounting.

no

2466.35

6

Providing and fixing of Indoor Light Fixture Batten Type 2 x TLD-36W (Philips TMS/015/236 or equivalent) complete with Electronic Ballast.

no

3164.19

I)

Cable Tray: 7

Providing and fixing of Cable Tray 230x75mm (9” x 3”) with angle support

m

1579.42

8

Providing and fixing of Cable Tray 100x75mm (4” x 3”) with angle support

m

1058.89

Specifi cation 5

Remark 6


B. O/H Transmission & Distribution Sr. No. 1 A)

Description

Unit

Rate (Rs)

2

3

4

Specifi cation 5

Erecting Structures/Poles 1

Collection from designated stores, construction of foundation & erection of given H.T. structures 36' with complete foundation size 610x610x1981 mm as per WAPDA Specification & backfilling.

each

7033.26

P-34 (1967)

2

Collection from designated stores, Installation and erection of H.T. P.C. Pole with backfilling as per Wapda Specifications.

each

3014.25

P-5 (1967)

3

Collection from designated stores, Installation and erection of L.T. P.C. Pole with backfilling as per WAPDA Specifications.

each

2210.45

-do-

B)

Earthing of Structures/Poles/SubStation Capacitors

1

Collection from designated stores, Installation and earthing arrangements for H.T. steel structures as per Wapda Drawing No.PDW/DF-246

each

401.90

2

Collection from designated stores, Installation for arrangement for L.T. tubular pole as per Wapda Drawing No.PDW/DF-247.

each

301.43

3

Collection from designated stores, Installation for arrangement for L.T. steel structure pole as per Wapda Drawing No.PDW/DF-246.

each

401.90

4

Collection from designated stores, Installation of earthing arrangement (Configuration for Dist. Transformer on single structure according to specification as per Drawing No.PDW/DF-263.

each

1004.75

5

Collection from designated stores, construction of foundations and erection of L.T steel structures 9.49metre (31ft) with complete foundation size 508x508x1829 mm and back filling as per WAPDA Specification.

each

4014.99

P-34 (1967)

Remark 6


Sr. No. 1

Description

Unit

Rate (Rs)

2

3

4

6

Collection from designated stores, Installation of earth rod (configuration) for distribution transformer on double structures/poles according to Wapda Drawing No.PDW/DF-264.

each

1205.70

7

Collection from designated stores, Installation of earthing arrangements for 300/600 KVARH Capacitor as per Wapda drawing No.PDW/DF-262.

each

502.38

C)

Specifi cation 5

Cross Arms (11 KV Overhead Lines): 1

Collection from designated stores, Installation of wooden cross arms Wapda spec. P-1:76 on H.T. Structures 100x125x200 mm size, complete with nuts, bolts, washers etc as required as per Drawing No.ES/DD-14-1L

each

150.71

P-1:76 (1967)

2

Collection from designated stores, Installation of double cross arms on H.T. steel pole 100x125x200 mm size, complete with clamps, nuts, washers as required as per Drawing No.ES/DD-2L.

each

301.43

-do-

3

Collection from designated stores, Installation of wooden cross arms size 100x125x200 mm on H.T. steel pole single dead end assembly with all nuts, bolts, washers etc as required as per Drawing No.ES/D7L.

each

301.43

-do-

4

Collection from designated stores, Installation of OFF set single cross arms size 100x125x200 mm assembly H.T. steel per Drawing No.ES/DD-15L.

each

301.43

-do-

P-24:82 P-6 (1967)

D)

Insulators (11 KV): 1

Collection from designated stores, Installation of 11 KV Pin insulator with 11KV Pin as per spec. No.P24:82 on wooden cross arms as per Wapda spec. No. P-6 with washers etc.

each

30.15

2

Collection from designated stores, Installation and fixing of 11 KV Pin

each

30.15

Remark 6


Sr. No. 1

3

E)

Specifi cation 5 P-24:82 P-6 (1967)

Description

Unit

Rate (Rs)

2 arms as per Wapda spec. No.DDS-12.

3

4

Collection from designated stores, Installation & fixing of 11 KV Disc insulator as per spec. No.P-7:66 on wooden X-arms dead on assembly single as per WAPDA Drawing No.8L.

each

100.48

P-7:66 (1967)

Stringing of Conductors: 1

Collection from designated stores & Stringing of given aluminium conductor Gnat size 7/.089 single phase 2-wire L.T. 230 V line

per km

8038.01

-

2

Collection from designated stores & Stringing of given aluminium conductor ANT size 7/.122 single phase 2-wire L.T. 230 V line

per km

8038.01

-

3

Collection from designated stores & Stringing of given aluminium conductor WASP size 7/.173 single phase 2-wire L.T. 230 V line

per km

8038.01

-

4

Collection from designated stores & Stringing of given aluminium conductor Gnat size 7/.089 3-phase 4-wire L.T. 400 V line

per km

10047.51

-

5

Collection from designated stores & Stringing of given aluminium conductor ANT size 7/.122 3-phase 4-wire L.T. 400 V line

per km

10047.51

-

6

Collection from designated stores & Stringing of given aluminium conductor WASP size 7/.173 3phase 4-wire L.T. 400 V line

per km

10047.51

-

7

Collection from designated stores & Stringing of given ACSR Gopher conductor size 7/.093 for 3-phase 11 KV line.

per km

11052.26

-

8

Collection from designated stores & Stringing of given ACSR RABBIT conductor size 7/.132 for 3-phase 11 KV line.

per km

13061.76

-

9

Collection from designated stores & Stringing of given ACSR DOG conductor for 3-phase 11 KV line.

per km

16076.01

-

Remark 6


Sr. No. 1

Description

Unit

Rate (Rs)

2

3

4

Specifi cation 5

10 Collection from designated stores & Stringing of given ACSR OSPREY conductor for 3-phase 11 KV line.

per km

28133.02

-

11 Collection from designated stores & Stringing of given ACSR PANTHER conductor for 3-phase 11 KV line.

per km

28133.02

-

each

502.38

-

F)

Stay Set 1

G)

Collection from designated stores & installation and fixing of stay set complete. Street Lights

1

Installation and fixing of ordinary bulb fitting (complete) for street light as per WAPDA specification.

each

140.67

-

2

Installation and fixing of tube light (single) fitting complete for street light as per WAPDA specification.

each

200.95

-

3

Installation and fixing of Mercury bulb fitting (complete) for street light as per WAPDA specification.

each

200.95

-

Remark 6

SECTION – 22 BASIC RATES OF MATERIAL FOR CIVIL WORKS

SECTION-22 BASIC RATES OF MATERIAL FOR CIVIL WORKS Sr. No.

Name of Article

Unit

Rate ( Rs.)

1

2

3

4

1

A. C. Pipe 100mm (4") Ø

m

481

2

A. C. Pipe 150mm (6") Ø

m

925

3

A. C. Pipe 200mm (8") Ø

m

1,479

4

A. C. Pipe 250mm (10") Ø

m

2,386

5

A. C. Pipe 300mm (12") Ø

m

3,194

6

A. C. Pipe 400mm (16") Ø

m

5,261

7

A. C. Pipe 75mm (3") Ø

m

8

Acid carbolic

litre

9

Acoustic Tile false ceiling (300X300X20mm)

sqm

185

10

Adhesive

litre

451

11

Admixture (water proofing purpose)

kg

113

12

Aluminum Angle Iron 1.5"x0.5" size

m

94

13

Aluminum Channel 1.5"x0.5"x0.5" size (U) shape

m

118

14

Aluminum Door closer (double action)

No.

11,368

15

Aluminum Door closer (single action)

No.

3,241

16

Aluminum Joint Cover 3" size (gole)

m

17

Aluminum Anodized Double Leaf

sqm

4,510

18

Aluminum Anodized Fixed Panel

sqm

2,499

19

Aluminum Anodized Fly Screen

sqm

20

Aluminum Anodized Frame

sqm

3,758

21

Aluminum Anodized Louver

sqm

6,013

22

Aluminium Window

sqm

3,750

23

Anchor bolt & Nut

kg

81

24

Anchorage cones in sets for 12/0.276" cable

Set

1,330

25

Andrine

kg

26

Bamboo (2.45 to 3 m long & 65 to 125 mm Ø.)

No.

155

27

Bamboo (3.1 to 3.7 m long & 65 to 125 mm Ø.)

No.

182

28

Bamboo (3.7 to 4.3 m long & 65 to 125 mm Ø.)

No.

215

29

Bamboo (4.3 to 4.9 m long & 65 to 125 mm mm Ø.)

No.

245

30

Bamboo (4.9 to 6.1 m long & 65 to 125 mm mm Ø.)

No.

305

31

Bamboo (normal size)

No.

94

32

Bamboo (small size)

No.

68

33

Barbed wire

kg.

112

34

Basket (required during road surfacing)

No.

45

35

Bath Tub (Plain)

No.

4,059

36

Bath Tub (With Arm Rest)

No.

6,765

37

BCP Connection 13mm (1/2") Ø

No.

38

Bent metal 16SWG, 345mm wide (3'x7')

No.

4,500

39

Bent metal 16SWG, 250mm wide (2.5'x7')

No.

3,000

319

2,210

141

1,372

2,954

79


Sr. No.

Name of Article

Unit

Rate ( Rs.)

2

3

4

1 40

Bewelled Nuts

No.

4

41

Bhoosa

kg.

5

42

Bib Tap 13mm (1/2") Ø

No.

96

43

Bib Tap 20mm (3/4") Ø

No.

132

44

Bib Tap 25mm (1") Ø

No.

180

45

Bidet Complete

No.

46

Binder (required during road surfacing)

kg

23

47

Binding Wire

kg.

105

48

Bitumen

49

Bitumen washers

No.

2

50

Black Japan Paint

litre

94

51

Bolt 1/2"(13mm) Ø 3"(75 mm) long

kg.

60

52

Bolts, nuts & washer

No.

60

53

Bolts, nuts, nail etc

kg.

60

54

Bolts, nuts, washers, brackets, hooks

No.

9

55

Bond Cement

cum

550

56

Bowl Valve

No.

135

57

Brass Ball Valve 13mm (1/2") Ø

No.

192

58

Brass Ball Valve 20mm (3/4") Ø

No.

271

59

Brass Ball Valve 25mm (1") Ø

No.

406

60

Brass Ball Valve 32mm (1.25") Ø

No.

778

61

Brass Ball Valve 40mm (1.5") Ø

No.

1,150

62

Brass Ball Valve 75 mm (3") Ø

No.

1,556

63

Brass Bib Tap 13mm (1/2") Ø

No.

113

64

Brass Finger Plates

No.

94

65

Brass Hook

66

Brass P. Trap 32mm (1.25") Ø

No.

699

67

Brass P. Trap 40mm (1.5") Ø

No.

958

68

Brass S. Trap 32mm (1.25") Ø

No.

699

69

Brass S. Trap 40mm (1.5") Ø

No.

981

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.

730

73

Brass Sliding Bolt (300mm)

No.

900

74

Brass strainer 100mm (4") Ø

m

1,954

75


m

3,129

76


m

3,007

77


m

3,335

78


m

3,833

M. Ton

Packet (100 Nos.)

4,538

85,000

4,000


Sr. No.

Name of Article

Unit

Rate ( Rs.)

2

3

4

1 79


m

4,388

80


m

4,895

81


m

6,832

82


m

10,645

83

Brass strainer 40mm (1.5") Ø

m

658

84


m

911

85


m

86

Brick 230x115x75mm

87

Brick/Stone Ballast 1.5" size (40 mm)

88

Brick Tiles coping (300x150x40mm)

89

Brick/Stone Ballast (13 mm)

90

1,146

100 Nos.

700

cum

788

100 Nos.

1,100

cum

788

Bricks (Standard Size)

1000 Nos.

700

91

Bricks Tiles (9"x4.5"x1.5")(230x115x40mm)

100 Nos.

600

92

Brick tiles (12"x6"x1½") (300x150x40mm)

100 Nos.

900

93

Broken Bricks

cum

621

94

Brush 2-1/2" (65 mm)

No.

243

95

Brush 4" (100 mm)

No.

175

96

Building Paper 2 Ply

sqm

136

97

Building Stone (Ordinary)

cum

98

Burnt Bricks

100 Nos.

700

99

Burnt Clay Tiles (300x150x32mm)

100 Nos.

400

100

Burnt Clay Tiles (300x150x50mm)

100 Nos.

600

101

Bush Wood

102

C.I Brackets (For sink)

pair

90

103

C.I Brackets (For wash hand basin)

pair

124

104

C.I. Cistern (13.5 litre Capacity)

No.

1,240

105

C.I. Cistern (4.5 litre Capacity)

No.

1,056

106

C.I. Cover with frame 300mm (12") Ø

No.

338

107

C.I. Cover with frame 450mm (18")

No.

676

108

C.I. Grating 150x150mm

No.

32

109

C.I. Grating for Floor Trap 100x50mm

No.

28

110

C.I. Head 3"(75 mm) Ø

No.

208

111

C.I. Head 4"(100 mm) Ø

No.

334

112

C.I. Pipe 4½"(115 mm) Ø

m

1,398

113

C.I. Pipe (sandcast) 100mm (4") Ø

m

1,274

114

C.I. Pipe (sandcast) 50mm (2") Ø

m

115

C.I. Pipe 10" Ø (250 mm)

m

116

C.I. Pipe 12" Ø (300 mm)

m

9,467

117

C.I. Pipe 13mm (1/2") Ø

m

96

118

C.I. Pipe 14" Ø (375 mm)

m

11,211

119

C.I. Pipe 2" Ø (50 mm)

m

kg

1,291

2

851

7,723

1,018


Sr. No.

Name of Article

Unit

Rate ( Rs.)

2

3

4

1 120

C.I. Pipe 2.5" (65 mm)

m

1,059

121

C.I. Pipe 20mm (3/4")Ø

m

111

122

C.I. Pipe 25mm (1")Ø

m

123

C.I. Pipe 90 mm ( 3½")Ø

m

163 1,099

124

C.I. Pipe 75 mm (3’’)Ø

m

1,099

125

C.I. Pipe 32mm (1.25")Ø

m

126

C.I. Pipe 100 mm (4")Ø

m

179 1,398

127

C.I. Pipe 40mm (1.5")Ø

m

128


m

129


130

222

m

1,945 2,492


m

4,236

131


m

5,980

132

C.I. Shoes, bends, Offsets

each.

520

133

C.I. Specials 100mm (4") Ø

No.

263

134

C.I. Specials 50mm (2") Ø

No.

180

135

C.P Brass Waste Pipe 32mm (1.25") Ø

No.

517

136

C.P Brass Waste Pipe 40mm (1.5") Ø

No.

571

137

C.P Waste Coupling 32mm (1.25") Ø

No.

192

138

C.P Waste Coupling 40mm (1.5") Ø

No.

361

139

C.P. Bib Cock 13mm (1/2")Ø

No.

376

140

C.P. Bib Tap 13mm (1/2")Ø

No.

342

141

C.P. Bib Tap 20mm (3/4")Ø

No.

462

142

C.P. Bottle Trap with C.P. waste pipe 32mm (1.25")

No.

789

143

C.P. Grating for Floor Trap 100x50mm

No.

39

144

C.P. Knob

No.

15

145

C.P. mixing valve

No.

146

C.P. Pillar cock 13mm (1/2")Ø

No.

357

147

C.P. Pillar cock 20mm (3/4")Ø

No.

489

148

C.P. Rod

m

15

149

C.P. shower arm 13mm (1/2")Ø

No.

150

C.P. Shower Rose 13mm x 100mm

No.

195

151

C.P. Stop Cock 13mm (1/2")Ø

No.

338

152

C.P. Tee Stop Cock 13mm (1/2")Ø

No.

282

153

C.P. Tee Stop Cock 20mm (3/4")Ø

No.

406

154

C.P.Stop Cock 20mm (3/4")Ø

No.

316

155

Cane Bamboo

kg.

698

156

Cane Plastic

kg.

235

157

Carbon (Low) Steel

kg

78

158

Catcher

No.

25

159

Caustic Soda

kg.

160

Cement

bag

100 440

1,127

1,033


Sr. No.

Name of Article

Unit

2

3

1

Rate ( Rs.) 4

161

Cement Concrete Tiles (150x150x20 mm)

100 Nos.

1,500

162


100 Nos.

1,600

163


100 Nos.

1,800

164


100 Nos.

2,300

165

Cement White

bag

678

166

Centring shuttering

cum

940

167

Ceramic tile light color glazed finish (150X150mm)

sqm

690

168


sqm

630

169


sqm

643

170


sqm

893

171

Ceramic tile light color matt finish (150X150mm)

sqm

725

172


sqm

710

173


sqm

636

174


sqm

690

175

Chalk

kg

13

176

Charcoal

kg.

12

177

Chisel

No.

56

178

Chip Board 1/2" (13 mm) thick

sqm

302

179

Chip Board 3/4" (20mm) thick

sqm

341

180

Cinder

cum

312

181

Clamp 3" (75 mm) Ø

No.

28

182

Clamp 4" (100 mm) Ø

No.

65

183

Cloth for Flags

m

23

184

Coirban

kg

113

185

Colchisin

kg

2,193

186

Coloured Cement Tiles (225x225x20mm)

100 Nos.

3,100

187

Coloured Glazed Tiles (150x150x6mm)

100 Nos.

2,600

188

Colouring material

kg

113

189

Concure 90

litre

55

190

Conmix SP4

litre

90

191

Cooking Range (3 burner / oven)

No.

192

Copper Pipe 6mm to 10mm Ø

193

13,153

m

150

Corrugated A.C. Sheets

sqm

531

194

Corrugated ridge sheets

pair

106

195

Cotton Bag (200-250 kg)

No.

51

196

Cotton Bag (50 kg)

No.

9

197

Cotton Waste

kg

38

198

Cow dung

cum

3,251

199

Creosote Paint

litre

105

200

Curtain Railing (C-Section)

m

93

201

Dampo

kg

103


Sr. No.

Name of Article

Unit

2

3

1 202

Dawan

203

Rate ( Rs.) 4

kg

75

Diluted Termite Proofing Solution

litre

1,115

204

Deodar Wood

cum

141,280

205

Dhajji

kg

9

206

Diesel Oil

litre

110

207

Distemper

kg

45

208

Door Handle

No.

125

209

Door Lock Anodised

No.

210

Door Stop

No.

211

Double Action Hinges 5" (125 mm) (Imported)

pair

212

Double Action Hinges 5" (125 mm) (Local)

pair

250

213

Double Burner (sui gas)

No.

733

214

Drawer Lock

No.

49

215

Drawer Railing

No.

160

216

Dressed Stone

cum

217

Earth (fine Clay)

cum

399

218

Earth (ordinary)

cum

399

219

Elbow 100 mm Ø 45 degree

No.

564

220

Electrode

Packet

338

221

Emulsion

litre

251

222

Enamel Synthetic

litre

480

223

Expanded Metal 1/2" - 3/4"(13 to 20mm) Mesh

sqm

364

224

Fence Handle

No.

30

225

Ferrule 13mm (1/2") Ø

No.

96

226

Ferrule 20mm (3/4") Ø

No.

132

227

Ferrule 25mm (1") Ø

No.

199

228

Fiber Glass Pipe 150mm (6") Ø

m

3,461

229


m

4,038

230


m

4,976

231


m

6,552

232


m

9,858

233

Fiber Glass strainer 150mm (6") Ø

m

4,395

234


m

235


m

6,509

236


m

8,247

237


m

12,909

238

Fiber Sheet 3ply

sqm

969

239

Fiber Sheet 5ply

sqm

1,500

240

Filler Dust

cum

526

241

Fine grit

cum

242

Fine Powder Murum

cum

1,879 11

1,000

1,483

5,252

1,381 394


Sr. No.

Name of Article

Unit

2

3

1

100 Nos.

Rate ( Rs.) 4

243

Fire brick

244

Fire hydrant 50mm (2")Ø (Pak made)

No.

911

245

Fire hydrant 65mm (2.5")Ø (Pak made)

No.

1,240

246

Fixation material for Gully Trap

kg

366

247

Flaps (including hinges)

No.

45

248

Floor Trap 100x50mm

No.

188

249

Flush Door (Complete)

sqm

2,488

250

Foundation Bolt Template Drawing No. PDW/TC 263

No.

54

251

Frame for cooking range

No.

32

252

French Polish

litre

209

253

Fuel wood

kg

6

254

G.I Pipe 65 mm (2.5" Ø)

m

656

255

G.I Pipe 100 mm (4" Ø)

m

1,086

256


m

1,609

257

G.I Pipe 13 mm (1/2" Ø)

m

112

258


m

1,979

259

G.I Pipe 20 mm (3/4" Ø)

m

161

260


m

229

261

G.I Pipe 30 mm (1.25" Ø)

m

301

262

G.I Pipe 40 mm (1.5" Ø)

m

381

263


m

477

264


m

769

265

G.I Sheet corrugated

kg.

110

266

G.I Sheet Gutter

m

23

267

G.I Sheet plain

kg.

108

268

G.I. Flanges 100mm (4")Ø

pair

1,250

269


pair

1,920

270

G.I. Flanges 13mm (1/2")Ø

pair

124

271


pair

2,200

272


pair

2,480

273


pair

2,760

274

G.I. Flanges 20mm (3/4")Ø

pair

169

275


pair

3,040

276


pair

3,320

277


pair

207

278


pair

3,600

279

G.I. Flanges 32mm (1.25")Ø

pair

248

280


pair

3,880

281


pair

650

282


pair

700

283


pair

860

2200


Sr. No.

Name of Article

Unit

Rate ( Rs.)

2

3

4

1 284


pair

1,050

285

G.I. Wire No. 15

kg

138

286

Gas Cock 6mm to 10mm Ø (Single way)

No.

278

287

Gas Cock 6mm to 10mm Ø (Three way)

No.

402

288

Gas Cock 6mm to 10mm Ø (Two way)

No.

346

289

Gas Room Heater (double plate)

No.

290

Gas (LPG)

kg

291

Gate Valve 50 mm (2") Ø.

No.

2,850

292

Gate Valve 75 mm (3") Ø

No.

8,000

293

GI Union 75mm(3") Ø (China)

No.

1,028

294

Glass panes 3 mm (16 oz to 18 oz)

sqm

475

295

Glass panes 5 mm (24 oz to 26 oz)

sqm

564

296

Glass shelf with C.P. Railings (600 mm x 125 mm)

No.

169

297

Glass shelf without C.P. Railings (600 mm x 125 mm)

No.

113

298

Glass Strip 1.5" wide 5 mm thickness

m

13

299

Glass Strip 25mm wide 5 mm thickness

m

10

300


m

11

301


m

13

302


m

14

303

Glue

kg.

90

304

Granite Glazed Tiles

Sqm

305

Grip Handle

No.

9

306

Gully Trap 100mm of Cast Iron

No.

643

307

Gully Trap 100mm of Cement Concrete

No.

169

308

Gum, indigo

kg

150

309

Gun powder and fuse

No.

169

310

Gypsum

kg

124

311

Gypsum board

Sqm

120

312

H.T. wire for 12/0.276" cable

kg

109

313

Hack saw Blade

No.

38

314

Handles 10"(250 mm)

each

128

315

Handles 6" (150 mm)

each

57

316

Handles 8" (200 mm)

each

85

317

Hanger Chock

No.

9

318

Hard Board

sqm

346

319

Hard Murum

cum

179

320

Hasp and staple

doz.

406

321

Hemp

kg

26

322

Helical core for 12/0.276" cable

m

15

323

Hinges 10" (250 mm)

doz.

324

Hinges 2" (50 mm)

doz.

11,800 122

1,200

3,072 84


Sr. No.

Name of Article

Unit

Rate ( Rs.)

2

3

4

1 325

Hinges 4" (100 mm)

doz.

192

326

Hinges 5" (125 mm)

doz.

396

327

Hinges 6" (150 mm)

doz.

768

328

Hinges 8" (200 mm)

doz.

1,536

329

Hold Fast

kg.

83

330

Hold Fast (7/8" MS bar with 3/8" flate)

No.

676

331

Hold Fast 100 mm (4") Ø

No.

28

332

Hold Fast 13mm (1/2")Ø

No.

4

333

Hold Fast 20mm (3/4")Ø

No.

5

334

Hold Fast 25mm (1")Ø

No.

7

335

Hold Fast 32mm (1.25")Ø

No.

10

336

Hold Fast 40mm (1.5")Ø

No.

16

337

Hold Fast 50 mm (2") Ø.

No.

26

338

Hold Fast 65 mm (2.5") Ø

No.

32

339

Hold Fast 75 mm (3") Ø

No.

36

340

Hook for fixing Gauge

No.

3

341

Iron Gratings (for fire places)

sqm

342

Iron Shoe

No.

28

343

Jointing Solution

kg

366

344

Jute

kg.

170

345

Jute Bag

No.

62

346

Kail or Cheer wood

cum

48,565

347

Kerosine Oil

litre

97

348

Kiker Wood

cum

29,139

349

KSB Pump (2900 rpm 37 metre head) & Seimens Motor (15 Hp) with Accessories

No.

99,215

350

Laminated (double side) sheet 20mm thick

Sqm

467

351

Laminated (single side) sheet 20mm thick

Sqm

252

352

Lead

kg.

147

353

Lead wool

kg

90

354

Lime Slaked (White Lime)

40 kg.

560

355

Lime Unslaked

40 kg.

369

356

Limpet washers

No.

7

357

Linseed Oil

litre

596

358

Lock Superior quality

No.

66

359

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 (White glazed earthen ware/ Pak Made Best Quality)

No.

362

Lubricating Oil

litre

221

363

Molding Gola 20mm

m

26

4,510

1,299


Sr. No.

Name of Article

Unit

Rate ( Rs.)

2

3

4

1 364

Molding Plain 20 mm

m

365

M.S. (Plain bars) 40 Grade(Tensile Strength 276 MPa)

M. Ton

366

M.S. (Plain bars) 60 Grade(Tensile Strength 420 MPa)

M. Ton

80,000

367

M.S. Angles

M. Ton

81,000

368

M.S. Deformed Bars 40 Grade(Tensile Strength 276 MPa)

M. Ton

76,000

369

M.S. Deformed Bars 60 Grade(Tensile Strength 420 MPa)

M. Ton

82,000

370

M.S. Flat Iron

kg

81

371

M.S. Pipe 1.0" Ø (25 mm)

m

173

372

M.S. Pipe 1.5" Ø (40 mm)

m

442

373

M.S. Pipe 1/2" (13mm)

m

98

374

M.S. Pipe 3/4" (20mm)Ø

m

139

375

M.S. Pipe Conduit 4" Ø (100 mm)

m

1,740

376


m

2,290

377


m

2,990

378

M.S. Plates

M. Ton

118,000

379

M.S. Section (Channel)

M. Ton

106,000

380

M.S.Pipe 100mm (4") Ø

m

1,740

381


m

2,290

382


m

2,990

383


m

384


m

5,018

385


m

6,179

386


m

7,340

387


m

9,600

388


m

14,250

389


m

18,900

390


m

605

391


m

1,194

392

Main Lock for Iron Gate

No.

1,082

393

Manila Rope

kg

78

394

Manure

cum

291

395

Marble chips

bag

97

396

Marble Flooring 1"(25mm) thick

sqm

1,820

397

Marble Flooring 3/4"(19mm) thick

sqm

398

Marble Powder

399

Marble Tile (Boticina) 300x300x12mm

sqm

545

400


sqm

696

401


sqm

1,245

402

Mineral Oil

403 404

kg

16 75,000

4,004

1,688 2

kg

38

Mirror 22" x 16" (550x400mm)(Pak.)

each

500

Mirror 22" x 16" Belgium Genuine(550x400mm)

each

875


Sr. No.

Name of Article

Unit

Rate ( Rs.)

2

3

4

1 405

Mobil Oil / C. Oil

litre

381

406

Mortar (1:2:4)

cum

5,602

407

Mosaic tiles (6"x6"x3/4")(150x150x20mm)

100 Nos.

1,900

408

Mosaic tiles (6"x6"x3/4")(150x150x20mm)

100 Nos.

2,400

409

Mosaic tiles 6"x6"x3/4"(150mmx150mmx20mm)

100 Nos.

410

Motrice Lock

411

MS 18 gauge Square tube 32x32mm (1¼ x 1¼)

412

1,700

each

516

m

156

MS Bail Plug 100mm (4") Ø

No.

460

413


No.

564

414


No.

780

415


No.

836

416


No.

883

417


No.

977

418


No.

1,052

419


No.

1,127

420


No.

1,240

421

MS Bail Plug 40mm (1.5") Ø

No.

422


No.

423


No.

301

424


No.

526

425

MS bars (square)

kg

79

426

MS Eye Hook

No.

6

427

MS Iron Hook

No.

26

428

MS sheet 2 mm thick

kg

92

429

MS Sheet 22 SWG

kg

106

430

MS strap

kg

79

431

MS Tee

kg

79

432

MS Tubular Pipe

m

237

433

Muller Tee 20mm Ø

No.

156

434

Muller Tee 25mm Ø

No.

738

435

Muller Tee 50mm Ø

No.

436

Munj, ban or patha

kg

53

437

Neoprene Gasket

kg

695

438

Nickel Waste Pipe 32mm (1.25") Ø

No.

282

439

Nickel Waste Pipe 40mm (1.5") Ø

No.

304

440

Nipple\bush

No.

23

441

Oil and Grease

kg.

372

442

Oil Bond Distemper

litre

152

443

P. Trap CP 32mm (1.25") Ø

No.

643

444

P. Trap CP 40mm (1.5") Ø

No.

902

445

Packing Material

kg

94

122

1,644

1,466


Sr. No.

Name of Article

Unit

Rate ( Rs.)

2

3

4

1 446

Paint

litre

436

447

Partal Wood

cum

42,384

448

Pedistal for Wash Basin

No.

676

449

Peeable Regulator

No.

361

450

Peet Valve 100mm (4") Ø

No.

451

Peet Valve 13mm (1/2") Ø

No.

90

452

Peet Valve 20mm (3/4") Ø

No.

130

453

Peet Valve 25mm (1") Ø

No.

192

454

Peet Valve 32mm (1.25") Ø

No.

284

455

Peet Valve 40mm (1.5") Ø

No.

406

456

Peet Valve 50 mm (2") Ø.

No.

571

457

Peet Valve 65 mm (2.5") Ø

No.

1,037

458

Peet Valve 75 mm (3") Ø

No.

1,353

459

Peg (wooden)

No.

15

460

Petrol

litre

103

461

Pigment for cement/concrete

kg.

95

462

Pigment for colour wash

kg.

175

463

Pilchi

cum

996

464

Pit run gravel/granular material

cum

465

Plain A C sheet False ceiling (1200x1200x6mm)

No.

864

466

Plain Asbestos Cement Sheets

sqm

551

467

Plain Concrete block (solid) 200X200X300mm

No.

48

468

Plain Concrete block (solid) 150X200X300mm

No.

47

469

Plain Concrete block (hollow)200X200X400mm

No.

51

470

Plain Concrete block (hollow) 150X200X400mm

No.

43

471


No.

44

472


No.

33

473

Plastic Emulsion Paint

litre

325

474

Plastic Pipe 19 mm Ø (3/4")

m

47

475

Ply Wood (3mm)

sqm

349

476

Ply Wood (5 mm)

sqm

403

477

Polythene Sheet 0.20 mm thick

kg.

255

478

Private Plantation Wood

kg

2

479

Putty

kg

94

480

PVC class 'B' Pipe 100mm (4") Ø

m

534

481


m

728

482


m

483


m

484


m

485


m

4,631

486


m

6,153

2,334

1,691

1,031 1,587

3,109


Sr. No.

Name of Article

Unit

Rate ( Rs.)

2

3

4

1 487


m

352

488

PVC class 'B' strainer 100mm (4") Ø

m

458

489


m

650

490


m

919

491


m

1,411

492


m

2,766

493


m

3,819

494


m

4,872

495


m

312

496

PVC class 'D' Pipe 100mm (4") Ø

m

831

497


m

1,239

498


m

1,798

499

PVC class 'D' Pipe 32mm (1.25") Ø

m

125

500


m

175

501


m

231

502


m

364

503


m

496

504

PVC class 'D' strainer 100mm (4") Ø

m

807

505


m

506


m

1,749

507

PVC class 'D' strainer 32mm (1.25") Ø

m

112

508


m

148

509


m

226

510


m

354

511


m

482

512

PVC Connection 13mm (1/2")Ø

No.

45

513

PVC Flushing Bend 32mm Ø

No.

34

514

PVC Flushing Pipe 32mm Ø

No.

19

515

PVC Gasket

kg

47

516

PVC sockets 75 mm (3") Ø Class 'B'

each

38

517


each

74

518


each

153

519


each

233

520


each

379

521


each

447

522


each

517

523


each

618

524

PVC sockets 50 mm (2") Ø Class 'D'

each

24

525


each

62

526


each

94

527


each

237

1,204


Sr. No.

Name of Article

Unit

Rate ( Rs.)

2

3

4

1 528

PVC sockets150 mm (6") Ø Class 'D'

each

250

529

PVC Tiles (300x300x3mm)

sqm

540

530

PVC Waste Pipe 32mm (1.25") Ø

No.

34

531

PVC Waste Pipe 40mm (1.5") Ø

No.

79

532

PVC water stopper 190 mm wide

m

357

533

R.C.C. Pipe (BSS&ASTM) 4" (100 mm)

m

146

534

R.C.C. Pipe (BSS&ASTM)10"(250mm)

m

723

535


m

851

536


m

1,086

537

R.C.C. Pipe (BSS&ASTM)18" (450 mm)

m

1,301

538


m

1,530

539

R.C.C. Pipe (BSS&ASTM)24" (600 mm)

m

1,760

540


m

2,288

541


m

2,793

542

R.C.C. Pipe (BSS&ASTM)6" )150 mm

m

381

543

R.C.C. Pipe (BSS&ASTM)7"(175 mm)

m

570

544


m

605

545

R.C.C. Pipe (BSS&ASTM)9"(225 mm)

m

616

546

Rawl Plug

No.

2

547

Razor Barbed wire

kg

11

548

RCC Pre-stressed Batten

No.

541

549

Red Oxide

kg

62

550

Reducer 100mm (4") Ø

No.

217

551


No.

424

552


No.

630

553


No.

837

554


No.

1,043

555


No.

1,250

556


No.

1,456

557


No.

1,663

558


No.

1,869

559


No.

2,076

560


No.

85

561


No.

121

562

Reducing Elbow 100x50 mm 90 degree

No.

902

563

Reflux valve 100 mm (4") Ø

No.

778

564

Retarder Admixture (Conmix P4R)

litre

40

565

Rim Lock (Adjustable)

each

631

566

Rim Lock 10" (250 mm)

each

591

567

Rolling Spring

No.

19

568

Rubber Bearing for Prestressed Bridges

cu cm

3


Sr. No.

Name of Article

Unit

Rate ( Rs.)

2

3

4

1 569

Rubber Plug with Chain 32mm (1.25") Ø

No.

34

570

Rubber Plug with Chain 40mm (1.5") Ø

No.

68

571

Rubber Strip (Joint Filler)

m

113

572

Rumbi

litre

88

573

RW 043 Regulator

No.

574

S. Trap 102mm China ware (Pak.made)

No.

79

575

S. Trap CP 32mm (1.25")Ø

No.

699

576

S. Trap CP 40mm (1.5")Ø

No.

981

577

Sand (Coarse)

cum

869

578

Sand (Fine)

cum

489

579

Sand Paper

No.

14

580

Saw Dust

kg

20

581

Scarping material for pained brick works

kg

141

582

Scrap Wood

kg

12

583

Screws

100 Nos.

500

584

Seat & Cover (Backelite) for European type W.C

No.

496

585

Seat & Cover (PVC) for European type W.C

No.

372

586

Sheath 1-9/16" i/d 12/0.276"cable

m

88

587

Sheet Glass 5mm Plain

sqm

475

588

Shutter (MS)

m

160

589

Simple Burner

No.

180

590

Single Burner (sui gas)

No.

383

591

Sink stain less steel (50Cm x 100 Cm)

No.

2,931

592

Sink stain less steel (50Cm x 120 Cm)

No.

3,270

593

Sink white glazed earthen ware domestic type

No.

2,255

594

Sliding Bolt (300 mm)

No.

150

595

Sliding Bolt 10" (250 mm)

each

125

596

Sluice valve 100mm (4")Ø

No.

25,650

597


No.

36,000

598


No.

4,800

599


No.

7,150

600


No.

9,500

601


No.

10,213

602


No.

10,925

603


No.

19,110

604


No.

27,295

605


No.

606

Sluice valve 65mm (2-1/2")Ø

No.

1,100

607


No.

16,500

608

Snowcem Cement Base

pack

1,344

609

Soap Dish (Chromium plated)

No.

1,699

1,804

1,165


Sr. No.

Name of Article

Unit

Rate ( Rs.)

2

3

4

1 610

Soap Dish (glazed earthen ware)

No.

1,133

611

Soap Dish (Plastic)

No.

566

612

Socket 100mm (4") Ø

No.

696

613


No.

1,529

614


No.

2,361

615


No.

3,194

616


No.

617


No.

4,859

618


No.

5,691

619


No.

6,524

620


No.

7,356

621


No.

8,189

622

Socket 50mm (2") Ø

No.

148

623

Socket 75mm (3") Ø

No.

475

624

Soft board

sqm

654

625

Solignum Paint

litre

105

626

Soling Stone 6"x9" (150x230 mm)

cum

394

627

Solvent

litre

156

628

Specials (pipe fittings)

No.

94

629

Spikes, Wire nails

kg.

142

630

Sprit

litre

78

631

Spun Yarn

kg

45

632

Stack

No.

9

633

Staple (heavy)

kg

338

634

Stead Handles

No.

19

635

Steam Coal

kg

13

636

Steel Bearing for Prestressed Bridges

each

5,690

637

Stone (Machine Crushed.)Bajri

cum

1,291

638

Stone (Quarried & Screened)

cum

1,432

639

Stone Ballast (Hand Broken)

cum

1,291

640

Stone Dust

cum

996

641

Stone for Rubbing Floor

No.

156

642

Stone Hammer Dressed

sqm

149

643

Stone Tiles coping (300x150x40mm)

644

Stop Cock 15mm (1/2")Ø

No.

77

645

Stop Cock 20mm (3/4")Ø

No.

118

646

Stop Cock 25mm (1")Ø

No.

220

647

Stopper for Window

No.

23

648

Sui Gas Metre

No.

649

Sulphate Resisting Cement

bag

451

650

Surface Box ( 100x100mm)

No.

195

100 Nos.

4,026

1,700

5,073


Sr. No.

Name of Article

Unit

Rate ( Rs.)

2

3

4

1 651

Surface Box ( 230x150mm)

No.

457

652

Surface Box (230x230mm)

No.

970

653

Surkhi

cum

322

654

Sutlee

kg

56

655

Sutlee Nylon (polythene)

kg

94

656

Swan Neck Cock 13mm Ø (Single way)

No.

395

657

Swan Neck Cock 13mm Ø (Three way)

No.

981

658

Swan Neck Cock 13mm Ø (Two way)

No.

879

659

SWG18/1.2mm

sqm

750

660

T. Hinges

doz.

780

661

Teak Wood

cum

215,452

662

Telephone Shower with mixing Valves

No.

663

Telephone Shower without mixing Valves

No.

622

664

Template Drawing No. PDW/TC 263

No.

361

665

Termite proofing concentrated

litre

666

Terpantine Oil

litre

147

667

Thermopore sheet (13mm thick)

No.

193

668

Thermopore sheet (40mm thick)

kg

340

669

Thermosole

sqm

267

670

Trough Stone

No

17

671

Timber (Shisham)

cum

61,810

672

Toilet Paper Holder (Chromium plated)

No.

673

Toilet Paper Holder (glazed earthen ware)

No.

713

674

Toilet Paper Holder (Plastic)

No.

357

675

Tooth Brush Holder & Tooth Paste Dish (Chromium plated)

No.

676

Tooth Brush Holder & Tooth Paste Dish (glazed earthen ware)

No.

1,254

677

Tooth Brush Holder & Tooth Paste Dish (Plastic)

No.

314

678

Towel Rail 500 x 15 mm (Chromium plated)

No.

1,867

679

Towel Rail 600 x 20 mm (Chromium plated)

No.

2,334

680

Towel Ring 150 mm i/d (Chromium plated)

No.

1,407

681

Tower Bolt 4"(100mm)

doz.

216

682

Tower Bolt 6" (150mm)

doz.

348

683

Tower Bolt 8" (200 mm)

doz.

384

684

Tuff tile

Sqm

485

685

Tumbler Holder (Chromium plated)

No.

147

686

Tumbler Holder (glazed earthen ware)

No.

214

687

Tumbler Holder (Plastic)

No.

45

688

Ultra Plasticizer 300

litre

36

689

Ultra superplasticizer 437

litre

690

Urinal white glazed earthen ware

No.

45 825

2,255

1,115

1,426

1,881


Sr. No.

Name of Article

Unit

2

3

1

Rate ( Rs.) 4

691

Valve 102 mm Ø flanged (China)

No.

2,368

692

Varnish

Litre

405

693

Wash Basin 45 cm

No.

1,150

694

Wash Basin 55/56 cm

No.

1,400

695

Wash Basin 65 cm

No.

1,600

696

Washing Powder

kg

68

697

Washing Soap

No.

30

698

Water Closet European type

No.

1,800

699

Water Geyser 115 litres (25 gallons)

No.

8,456

700

Water Geyser 160 litres (35 gallons)

No.

11,800

701

Wax Polish

kg

156

702

Weather Shield Paint

litre

435

703

Wedge & stakes

cum

470

704

Welding rod

kg.

122

705

White Glazed Tiles (6"x6"x1/4")(150mmx150mmx6mm)

100 Nos.

114

706

White Glazed Water Closet, Squatting Type

No.

23

707

White Glazed Water Closet, Squatting Type Orrissa pattern (Pak Made Best Quality)

No.

708

White Paint

litre

225

709

Wire 10 SWG

kg

120

710

Wire 144 SWG

m

28

711

Wire Brush

No.

79

712

Wire gauze 22 SWG (mesh)

sqm

126

713

Wire gauze mesh 144 SWG

sqm

291

714

Wooden Beading

715

Wooden Plugs

No.

5

716

Zinc

kg

94

m

1,033

75,163

SECTION – 23 BASIC RATES OF MATERIAL FOR ELECTRICAL WORKS

SECTION-23 BASIC RATES OF MATERIAL FOR ELECTRICAL WORKS Sr. No. 1

Description

Unit

2

3

Rate (Rs.) 4

PVC WIRES 1.

a) PVC insulated single core copper conductor

m

12

b) PVC insulated single core copper conductor 250/440 Volts size 1/1.38 mm (3/.036)

m

16

c) PVC insulated single core copper conductor 250/440 Volts size 1/1.78 mm (7/.029)

m

22

d) PVC insulated single core copper conductor 250/440 Volts size 7/0.85 mm (7/.036)

m

33

e) PVC insulated single core copper conductor 250/440 Volts size 7/1.04 mm (7/.044)

m

49

PVC insulated single core copper conductor 250/440 Volts size 1/1.35 mm (7/052)

m

75

g) PVC insulated single core copper conductor 250/440 Volts size 1/1.70 mm (7/.064)

m

99

h) PVC insulated single core copper conductor 250/440 Volts size (19/.044)

m

162

f)

2.

i)

PVC insulated single core copper conductor 660/1100 Volts size 19/1.53 mm (19/.064)

m

262

j)

PVC insulated single core copper conductor 660/1100 Volts size 19/2.14 mm (19/.083)

m

298

a) PVC insulated and PVC sheathed single core copper conductor 250/440 volts size 1/1.13 mm (3/.029)

m

12

b) PVC insulated and PVC sheathed single core copper conductor 250/440 volts size 1/1.38 mm (3/.036)

m

20

c) PVC insulated and PVC sheathed single core copper conductor 250/440 volts size 7/.058 mm ( 7/.029)

m

26

d) PVC insulated and PVC sheathed single core copper conductor 250/440 volts size 7/.085 mm (7/.036)

m

39

e) PVC insulated and PVC sheathed single core copper conductor 250/440 volts size 7/1.04 mm (7/.044)

m

53

PVC insulated and PVC sheathed single core copper conductor 250/440 volts size 7/1.4 mm (7/.052)

m

79

g) PVC insulated and PVC sheathed single core copper conductor 250/440 volts size 7/1.70 mm (7/.064)

m

114

a) PVC insulated and PVC sheathed twin core circular copper conductor flexible wire size16/.20 mm (14/.0076)

m

37

b) PVC insulated and PVC sheathed twin core circular copper conductor flexible wire size24/.20 mm (23/.0076)

m

41

c) PVC insulated and PVC sheathed twin core circular copper conductor flexible wire size16/.20 mm (14/.0076)

m

37

f)

3.


Sr. No. 1

4.

5.

Rate (Rs.) 4

Description

Unit

2

3

d) PVC insulated and PVC sheathed twin core circular copper conductor flexible wire size24/.20 mm (23/.0076)

m

41

a) PVC insulated and PVC sheathed Two core copper conductor 250/440 volts size 7/.085 mm (7/.029)

m

59

b) PVC insulated and PVC sheathed Two core copper conductor 250/440 volts size 7/.085 mm (7/.036)

m

87

c) PVC insulated and PVC sheathed Two core copper conductor 250/440 volts size 7/.1.04 mm (7/.044)

m

128

d) PVC insulated and PVC sheathed Two core copper conductor 250/440 volts size 7/1.4 mm (7/.052)

m

173

e) PVC insulated and PVC sheathed Two core copper conductor 250/440 volts size 7/1.70 mm ( 7/.064)

m

250

a) PVC insulated and PVC sheathed Four core copper conductor 250/440 volts size 7/.058 mm (7/.029)

m

124

b) PVC insulated and PVC sheathed Four core copper conductor 250/440 volts size 7/.085 mm (7/.036)

m

185

c) PVC insulated and PVC sheathed Four core copper conductor 250/440 volts size 7/1.04 mm (7/.044)

m

260

d) PVC insulated and PVC sheathed Four core copper conductor 250/440 volts size 7/1.40 mm (7/.052)

m

359

e) PVC insulated and PVC sheathed Four core copper conductor 250/440 volts size 7/1.70 mm (7/.064)

m

520

PVC insulated and PVC sheathed Four core copper conductor 250/440 volts size 7/1.40 mm (19/.052)

m

847

g) PVC insulated and PVC sheathed Four core copper conductor 250/440 volts size 7/1.70 mm (19/.064)

m

1,149

h) PVC insulated and PVC sheathed Four core copper conductor 250/440 volts size 7/2.14 mm (19/.083)

m

2,197

m

3,795

a) Steel conduit 19.1 mm gauge 15/16 (3/4”)

m

75

b) Steel conduit 25.4 mm gauge 15/16 (1”)

m

79

c) Steel conduit 31.7 mm gauge 15/16 (1-1/4”)

m

132

d) Steel conduit 38.2 mm gauge 15/16 (1-1/2”)

m

142

e) Steel conduit 50.8 mm gauge 15/16 (2”)

m

225

a) Bend solid dia 19.1 mm (3/4”)

doz

355

b) Bend solid dia 25.4 mm (1”)

doz

426

c) Bend solid dia 31.7 mm (1-1/4”)

doz

709

d) Bend solid dia 38.2 mm (1-1/2”)

doz

1,182

e) Bend solid dia 50.8 mm (2”)

doz

1,490

f)

i)

PVC insulated and PVC sheathed Four core copper conductor 250/440 volts size 7/.085 mm (37/.083) STEEL CONDUITS AND FITTINGS

6.

7.


Sr. No. 1 8.

9.

10.

11.

12.

13.

14.

Description

Unit

2

3

Rate (Rs.) 4

a) Bend inspection 25.4 mm (1”)

doz

335

b) Bend inspection 31.7 mm (1-1/2”)

doz

404

c) Bend inspection 38.2 mm (1-1/2”)

doz

1,044

d) Bend inspection 50.8 mm (2”)

doz

1,458

a) Tee inspection 19.1 mm (3/4”)

doz

296

b) Tee inspection 25.4 mm (1”)

doz

355

c) Tee inspection 31.7 mm (1-1/4”)

doz

384

d) Tee inspection 38.2 mm (1-1/2”)

doz

1,064

e) Tee inspection 50.8 mm (2”)

doz

1,230

a) Elbow solid 19.1 mm (3/4”)

doz

189

b) Elbow solid 25.4 mm (1”)

doz

207

c) Elbow solid 31.7 mm (1-1/4”)

doz

355

d) Elbow solid 38.2 mm (1-1/2”)

doz

434

e) Elbow solid 50.8 mm (2”)

doz

788

f)

doz

296

g) Elbow inspection 31.7 mm (1-1/4”)

doz

443

h) Elbow inspection 38.2 mm (1-1/2”)

doz

906

i)

doz

1,143

a) Socket 19.1 mm (3/4”)

doz

142

b) Socket 25.4 mm (1”)

doz

197

c) Socket 31.7 mm (1-1/4”)

doz

307

d) Socket 38.2 mm (1-1/2”)

doz

520

e) Socket 50.8 mm (2”)

doz

757

a) Nipple 19.1 mm (3/4”)

doz

189

b) Nipple 25.4 mm (1”)

doz

284

c) Nipple 31.7 mm (1-1/4”)

doz

315

d) Nipple 38.2 mm (1-1/4”)

doz

414

e) Nipple 50.8 mm (2”)

doz

709

a) Saddles 19.1 mm (3/4”)

doz

128

b) Saddles 25.4 mm (1”)

doz

136

c) Saddles 31.7 mm (1-1/4”)

doz

217

d) Saddles 38.2 mm (1-1/2”)

doz

256

e) Saddles 50.8 mm (2”)

doz

370

a) Chuk nuts 19.1 mm (3/4”)

doz

71

b) Chuk nuts 25.4 mm (1”)

doz

83

c) Chuk nuts 31.7 mm 1-1/4”)

doz

130

d) Chuk nuts 38 2 mm (1-1/2”)

doz

162

Elbow inspection 19.1 mm (3/4”)

Elbow inspection 50.8 mm (2”)


Sr. No. 1 15.

16.

17.

18.

Rate (Rs.) 4

Description

Unit

2 e) Chuk nuts 50.8 mm (2”)

3 doz

a) Joint boxes 1,2,3 & 4 way (Aluminum) 19.1 mm (3/4”)

doz

256

b) Joint boxes 1,2,3 & 4 way (Aluminum) 25.4 mm (1”)

doz

315

c) Joint boxes 1,2,3 & 4 way (Aluminum) 31.7 mm (1-1/4”)

doz

709

d) Joint boxes 1,2,3 & 4 way (Aluminum) 58.2 mm (2”)

doz

1,281

a) Adopter size 19.1 mm (3/4”)

doz

167

b) Adopter size 25.4 mm (1”)

doz

189

c) Adopter size 31.7 mm (1-1/4”)

doz

276

d) Adopter size 38.2 mm (1-1/2”)

doz

367

e) Adopter size 50.8 mm (2”)

doz

473

a) Bushes size 19.1 mm (3/4”)

doz

213

b) Bushes size 25.4 mm (1”)

doz

284

c) Bushes size 31.7 mm (1-1/4”)

doz

355

d) Bushes size 38.2 mm (1-1/2”)

doz

426

e) Bushes size 50.8 mm (2”)

doz

532

a) Flexible pipe size 19.1 mm (3/4”)

doz

59

b) Flexible pipe size 25.4 mm (1”)

doz

71

c) Flexible pipe size 31.7 mm (1-1/4”)

doz

106

d) Flexible pipe size 38.2 mm (1-1/2”)

doz

122

e) Flexible pipe size 50.8 mm (2”)

doz

148

284

G.I. PIPES AND FITTINGS 19.

a) G.I. Pipe dia 15 mm (1/2”)

m

97

b) G.I. Pipe dia 20 mm (3/4”)

m

136

c) G.I. Pipe dia 25 mm (1”)

m

185

d) G.I. Pipe dia 32 mm (1-1/4”)

m

240

e) G.I. Pipe dia 40 mm (1-1/2”)

m

296

f)

G.I. Pipe dia 50 mm (2”)

m

386

g) G.I. Pipe dia 80 mm (3”)

m

603

h) G.I. Pipe dia 100 mm (4”)

m

945

G.I. tee size 15 mm (1/2”)

doz

422

a) G.I. tee size 20 mm (3/4”)

doz

611

b) G.I. tee size 25 mm (1”)

doz

709

c) G.I. tee size 32 mm (1-1/4”)

doz

828

d) G.I. tee size 40 mm (1-1/2”)

doz

985

e) G.I. tee size 50 mm (2”)

doz

1,419

f)

doz

4,729

doz

5,675

i) 20.

G.I. tee size 65 mm (2-1/2”)

g) G.I. tee size 80 mm (3”)

8,536


Sr. No. 1 21.

22.

23.

24.

Description

Unit

2

3

Rate (Rs.) 4

a) Check nut size 15 mm (1/2”)

doz

118

b) Check nut size 20 mm (3/4”)

doz

142

c) Check nut size 25 mm (1”)

doz

213

d) Check nut size 32 mm (1-1/4”)

doz

307

e) Check nut size 40 mm (1-1/2”)

doz

378

f)

Check nut size 50 mm (2”)

doz

757

g) Check nut size 65 mm (2-1/2”)

doz

1,419

h) Check nut size 80 mm (3”)

doz

2,128

i)

doz

2,483

a) Long bend size 15 mm (1/2”)

doz

520

b) Long bend size 20 mm (3/4”)

doz

589

c) Long bend size 25 mm (1”)

doz

875

d) Long bend size 32 mm (1-1/4”)

doz

1,277

e) Long bend size 40 mm (1-1/2”)

doz

1,655

f)

Long bend size 50 mm (2”)

doz

2,365

g) Long bend size 65 mm (2-1/2”)

doz

2,463

h) Long bend size 80 mm (3

doz

5,557

i)

doz

11,350

a) Gate valve size 15 mm (1/2”)

doz

631

b) Gate valve size 20 mm (3/4”)

doz

780

c) Gate valve size 25 mm (1”)

doz

1,182

d) Gate valve size 32 mm (1-1/2”)

doz

1,557

e) Gate valve size 40 mm (1-1/2”)

doz

1,892

f)

Gate valve size 50 mm (2”)

doz

2,838

g) Gate valve size 65 mm (2-1/2”)

doz

3,389

h) Gate valve size 80 mm (3”)

doz

7,094

i) Gate valve size 100 mm (4”)

doz

10,877

a) G.I socket size 13 mm (1/2”)

doz

166

b) G.I socket size 20 mm (3/4”)

doz

236

c) G.I socket size 25 mm (1”)

doz

402

d) G.I socket size 32 mm (1-1/4”)

doz

520

e) G.I socket size 40 mm (1-1/2”)

doz

709

f)

G.I socket size 50 mm (2”)

doz

1,088

g) G.I socket size 65 mm (2-1/2”)

doz

1,951

h) G.I socket size 80 mm (3”)

doz

2,128

i)

doz

4,769

doz doz

260

Check nut size 100 mm (4”)

Long bend size 100 mm (4”)

G.I socket size 100 mm (4”)

j) G.I socket size 15 mm (1/2”) k) G I socket size 20 mm (3/4”)

339


Sr. No. 1 25.

26.

Description

Unit

2

3

Rate (Rs.) 4

a) G.I union size 25 mm (1”)

doz

355

b) G.I union size 32 mm (1-1/4”)

doz

394

c) G.I union size 40 mm (1-1/2”)

doz

709

d) G.I union size 50 mm (2”)

doz

828

e) G.I union size 65 mm (2-1/2”)

doz

1,971

f)

doz

2,975

g) G.I union size 100 mm (4”)

doz

4,020

a) Flanges size 15 mm (1/2”)

doz

69

b) Flanges size 20 mm (3/4”)

doz

85

c) Flanges size 25 mm (1”)

doz

128

d) Flanges size 32 mm (1-1/4”)

doz

146

e) Flanges size 40 mm (1-1/2”)

doz

181

f)

Flanges size 50 mm (2”)

doz

246

g) Flanges size 65 mm (2-1/2”)

doz

382

h) Flanges size 80 mm (3”)

doz

414

i)

doz

473

a) PVC pipe dia 20 mm (3/4”)

m

24

b) PVC pipe dia 25 mm (1”)

m

30

c) PVC pipe dia 30 mm (1-1/4”)

m

32

d) PVC pipe dia 40 mm (1-1/2”)

m

39

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

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

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

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

G.I union size 80 mm (3”)

Flanges size 100 mm (4”) PVC PIPES AND FITTINGS

27.

28.

29.

30.

31.


Sr. No. 1 32.

Description

Unit

2

3

Jointing solution

Rate (Rs.) 4

kg.

410

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

24

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

57

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

113

l)

m

130

m

151

a) Switch one way S.P. 5 amps

each

20

b) Switch two way S.P. 5 amps

each

24

c) Switch one way S.P. 10/15 amps

each

30

a) Switch one way S.P. 5 amps

each

16

b) Switch two way S.P. 5 amps

each

22

c) Switch one way S.P. 15 amps

each

30

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

30

a) Bakelite ceiling rose with two terminals

each

24

b) Bakelite ceiling rose with two terminals

each

28

a) Brass pendent lamp holder

each

30

b) Brass pendent lamp holder, screw type

each

26

39.

a) Brass batten holder

each

24

each h

24

40

b) Brass batten holder angle type B k lit L H ld P d t

HARD DRAWN BARE COPPER WIRE 33.

H.D.B. copper wire 61 mm sq. (No.2/0 SWG)

m) H.D.B. copper wire 70 mm sq. (No. 3/0 SWG) ELECTRICAL ACCESSORIES Surface Type Switches 34.

Flush Type Switches (Piano) 35.

Plugs and Sockets Surface Type 36.

Ceiling Rose 37.

Bakelite Lamp Holder Bayonet Cap Type 38.

14


Sr. No. 1

Description

Unit

2

3

Rate (Rs.) 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

65

a) Switch A.C. one way S.P. 5 amps with side operating fixed handle

each

138

b) Switch A.C. two way S.P. 5 amps with side operating fixed handle

each

167

c) Switch A.C. one way S.P. 15 amps with side operating fixed handle

each

276

a) 3 Pin 5 amps plug and socket

each

197

b) 3 Pin 15 amps plug and socket

each

276

c) 3 Pin 5 amps plug and socket with switch in one case

each

118

d) 3 Pin 15 amps plug and socket with switch in one case

each

167

e) 3 Pin 15 amps plug and socket with ICDP control with side operating handle cable entries with lamp S.P. fuse.

each

177

a) D.P. change over switch (15 amps)

each

548

b) D.P. change over switch (30 amps)

each

887

c) D.P. change over switch (60 amps)

each

1,192

a) T.P. & N change over switch (15 amps)

each

1,163

b) T.P. & N change over switch (30 amps)

each

1,537

c) T.P. & N change over switch (60 amps)

each

1,833

d) T.P. & N change over switch (100 amps)

each

6,680

e) T.P. & N change over switch (200 amps)

each

11,823

f)

each

14,404

a) 100 amps bus bar chamber 0.6 m (2 ft) long 2 strips

each

1,783

b) 100 amps bus bar chamber 1.37 m (4.5 ft) long 2 strips

each

3,310

c) 100 amps bus bar chamber 1.82 m (6 ft) long 2 strips

each

5,636

d) 100 amps bus bar chamber 0.6 m (2 ft) long 3 strips

each

3,153

e) 100 amps bus bar chamber 1.37 m (4.5 ft) long 3 strips

each

6,660

f)

each

7,685

g) 100 amps bus bar chamber 0.6 m (2 ft) long 4 strips

each

3,547

h) 100 amps bus bar chamber 1.37 m (4.5 ft) long 4 strips

each

7,685

i)

each

11,429

Weather Proof Switches in c/l Case 45.

Weather Proof and Cast iron Case 46.

Change Over Switches 47.

48.

T.P. & N change over switch (300 amps)

Bus Bar Chamber 49.

100 amps bus bar chamber 1.82 m (6 ft) long 3 strips



Sr. No. 1 50.

Description

Unit

2

3

Rate (Rs.) 4

a) 200 amps bus bar chamber 0.6 m (2 ft) long 2 strips

each

2,759

b) 200 amps bus bar chamber 0.91 m (3 ft) long 2 strips

each

5,636

c) 200 amps bus bar chamber 1.82 m (6 ft) long 3 strips

each

11,271

d) 200 amps bus bar chamber 0.6 m (2 ft) long 3 strips

each

5,123

e) 200 amps bus bar chamber 0.91 m (3 ft) long 3 strips

each

7,685

f)

each

15,370

g) 200 amps bus bar chamber 0.6 m (2 ft) long 4 strips

each

5,912

h) 200 amps bus bar chamber 0.91 m (3 ft) long 4 strips

each

8,769

i)

200 amps bus bar chamber 1.37 m (4.5 ft) long 4 strips

each

13,005

j)


each

17,341

k) 300 amps bus bar chamber 0.91 m (3 ft) long 2 strips

each

3,251

l)

each

8,079

m) 300 amps bus bar chamber 0.6 m (2 ft) long 4 strips

each

6,503

n) 300 amps bus bar chamber 0.91 m (3 ft) long 4 strips

each

9,951

o) 300 amps bus bar chamber 1.37 m (4.5 ft) long 4 strips

each

13,794

p) 300 amps bus bar chamber 1.82 m (6 ft) long 2 strips

each

1,986

q) 300 amps bus bar chamber 0.6 m (2 ft) long 4 strips

each

7,685

r)

each

16,365

s) 500 amps bus bar chamber 1.82 m (6 ft) long 3 strips

each

27,587

t)


each

10,247

u) 500 amps bus bar chamber 1.37 m (4.5 ft) long 3 strips

each

26,602

v) 500 amps bus bar chamber 1.82 m (6 ft) long 4 strips

each

43,351

w) 300 amps bus bar chamber 0.6 m (2 ft) long 4 strips

each

15,764

x) 500 amps bus bar chamber 0.91 m (3 ft) long 4 strips

each

2,168

y) 500 amps bus bar chamber 1.37 m (4 ft) long 4 strips

each

32,513

a) Electrical bell 70 mm (2.5”) gong

each

83

b) Buzzer (Electric)

each

41

c) W.P. Electrical bell 100 mm (4”) gong

each

577

d) W.P. Electric bell 150 mm (6”) gong

each

867

a) Piano type wall push button

each

24

b) Flush type push button

each

24

c) Table push button

each

26

a) ACS P Exhaust fan Plastic body 6”

each

1,015

b) ACSP exhaust fan 228 mm (8”) sweep complete

each

1,379

each

1,419




ELECTRICAL BELLS AND BUZZERS 51.

BUSH BUTTONS 52.

EXHUAST FANS 53.

c) ACSP exhaust fan 228 mm (10”) sweep complete with


Sr. No. 1

Unit

2

3

d) ACSP exhaust fan 305 mm (12”) sweep complete with regulator

each

1,892

e) ACSP exhaust fan 380 mm (16”) sweep complete with regulator

each

2,404

ACSP exhaust fan 457 mm (18”) sweep complete with regulator

each

4,138

g) ACSP exhaust fan with plastic blade A.C. sweep (8”) 200 volt

each

1,596

h) ACSP exhaust fan with plastic blade A.C. sweep (10”) 200 volt

each

1,695

a) Bracket fan with plastic moveable loovers (12”)

each

1,911

b) Bracket fan with plastic moveable loovers (16”/18”)

each

2,365

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

89

f)

54.

Rate (Rs.) 4

Description

WOODEN MATERIAL 55.

Rawal plug

each

1

56.

Wooden/Rubber bush

each

2

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

0.69

d) Brass screws 31.7 mm (1-1/4”)

each

1.18

e) Brass screws 38.0 mm (1-1/2”)

each

2

f)

each

2

each

3

TINNED SCREWS 57.

Brass screws 44.4 mm (1-3/4”)

g) Brass screws 50.8 mm (2”) TINNED STRAP CLIPS 58.

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

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

22

e) Bolts and nuts size 19.1 mm (3/4”)

each

28

BOLTS AND NUTS 59.


Sr. No. 1

Description

Unit

2

3

Rate (Rs.) 4

SHEETS 60.

a) Masonite sheet

sqm

1,596

b) Plastic sheet

sqm

1,438

c) Tufnol sheet

sqm

2,522

d) Delaron sheet

sqm

3,153

OVERHEAD TRANSMISSION AND DISTRIBUTION 61.

i.

Channel iron (3”x1.5”x1.5”x1/4”) 76x38x38x6.3 mm

m

355

ii.

Channel iron (4”x2”x2”x1/2”) 101x50x60x6.3 mm

m

512

i.

Flat iron (2”x3/8”) 50.8x9.5 mm

m

71

ii.

Flat iron (3”x3/8”)76.2 x 9.5 mm

m

158

a) Galvanized M.S. flat (1.5”x3/16”) 38 x 4.7 mm

m

75

b) Galvanized M.S. flat (1.75”x1/4”) 44 x 6.3 mm

m

118

c) Galvanized M.S. flat (1.5”x3/16”) 38 x 4.7 mm

m

83

d) Galvanized M.S. flat (1”x3/16”) 25.4 x 4.7 mm

m

71

e) Galvanized M.S. flat (2”x1/4”) 50 x 6.3 mm

m

130

a) Angle iron (2”x2”x1/4”)50x50x6.3 m

m

256

b) a) Angle iron (2.5”x2.5”x1/4”)63x63x6.3 m

m

296

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

G.I. bolts with (4”x5/8”)101x15.8 mm

each

26

G.I. bolts with pin type insulator

each

26

a) Shackle insulator medium pressure (2.5”x2”)63x50 mm

each

20

b) Shackle insulator medium pressure (3.5”x3”)89x76 mm

each

26

68.

Pin type insulator medium pressure

each

32

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 withdrawable

each

51

c) Aerial service fuse with (60 amps) fuse carrier with drawable

each

63

d) Aerial service fuse strip type 10/15 amps

each

43

71.

Lighting arrestor horn type

each

3,251

72.

G.I. eye holt with nut (4”x5/8”) 101 x 15.8 mm

each

24

73.

G.I. Thimble

each

30

74.

a) G.I. stay wire (7/8) size 22.2 mm

m

71

b) G.I. stay wire (7/10) size 17.7 mm

m

81

62.

63.

64.

65.

66.

67.


Sr. No. 7 75.

76.

77.

Description

Unit

2

3

Rate (Rs.) 4

c) G.I. stay wire (7/14) size 12.7 mm

m

91

a) Rail 132.6 Kg per metre (90 lbs per foot)

m

3,941

b) Rail 88.4 kg. Per metre (60 lbs per foot)

m

2,365

a) Stay swivel (14”x1.5”) 355 x 38 mm

each

187

b) Stay rod 1.82 Mt. X 19.0 mm (6”x3/4”) with base plate c) Stay rod 1.82 Mt. X 9.5 mm (6”x3/8”) with base plate

each each

512

a) G.I. strips 2x152x33.3 x 1.5 mm (2x6x1-5/16x1/16”) with bolts and nuts

each

167

b) G.I. strips 2x190x38 x 3.1mm (2x7.5”x1.5”x1/8”) with bolts and nuts

each

217

512

BOARDS FITTINGS AND FIXTURES U.G. CABLE AND EARTHING Boards 78.

79.

80.

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

148

a) Angle iron 38x38x6.3 mm (1.5”x1.5”x1/4”)

m

386

b) Angle iron 50x50x8.3 mm (2”x2”x1/4”)

m

404

M.S. round bar 15.8 mm (5/8” dia)

m

122

a) White opel glass globe 150 mm (6”)

each

217

b) White opel glass globe 200 mm (8”)

each

246

Fitting and Fixture 81.

UNDER GROUND CABLE 82.

Empire tape 19 mm (3/4”)

roll

217

83.

Tin ingot

roll

1,025

84.

Kointing ferruls

set

138

85.

Cable compound

kg

128

a) Copper plate 50x50x3.1 mm (2”x2”x1/8”)

kgs

296

b) Copper bolts with nut washers 12.70 x 76 mm (1/2”x3”)

each

69

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.

116

90.

G.I. bolts with nuts and washer 76 x 15.8 mm (3”x5/8”)

each

30

91.

0.91 m (3 ft.) lighting copper rod with 5 spikes and ball etc. complete

each

1,971

92.

Copper tape (1.5” x 1/8”) size 38 x 3.1 mm

93.

Saddles with fixing material

Earthing 86.

kg.

276

each

39


Sr. No. 1

Description

Unit

2

3

Rate (Rs.) 4

WATER PUMPS 94.

95.

96.

97.

a) M.S. bolts with nuts 228 mm long with steel base plate

each

118

b) M.S. bolts with nuts 304 mm long x 38 mm with steel base plate

each

414

c) M.S. bolts with nuts 457 mm long x (18”) long with steel base plate

each

532

a) Pressure gauge 114 mm (4.5”) dia

each

640

b) Pressure gauge 152 mm (6”) dia

each

828

a) Star delta motor starter 7/15 amps manual operated

each

1,409

b) Star delta motor starter 12/25 amps manual operated

each

3,035

c) Star delta motor starter 7/15 amps automatic

each

5,320

d) Star delta motor starter 12/25 amps automatic

each

7,291

a) Direct on starter upto 4/8 amps

each

2,207

b) Direct on starter upto 7/15 amps

each

828

a) 36” sweep Best Quality Pak Made

each

2,562

b) 48” sweep Best Quality Pak Made

each

2,857

c) 56” sweep Best Quality Pak Made

each

2,956

each

2,365

a) Electric choke ECCO /EKKO 40 W

each

195

b) Electric choke ECCO /EKKO 20 W

each

152

Pkt of 25 pieces

281

b) Tube holder

doz.

197

c) Tube holder AlWIS TYPE

pair

59

CEILING AND BRACKET FANS Ceiling Fan 98.

Bracket Fan 99.

(a) 18” sweep Best Quality Pak Made ADDITIONAL ELECTRICAL ITEMS

100.

101.

a) Tube starter 20/40 W

102.

Lamp holder brass screw for 500/100 w lamp type

each

59

103.

a) Halogen tublar lamp 500 w (China)

each

158

b) Halogen tublar lamps 1000 w (China)

each

177

104.

Switch socket 20 amps with porceline base PPI

each

591

105.

Switch socket flat type 13 amp imported

each

236

106.

Shoe 13 Amp. Flat pin type imported

each

99

107.

Switch socket 2 pin with earth-link & box imported

each

1,084

108.

Circuit breaker shoe type 16 Amp Busch

each

985

109.

Switch socket 16 amp Busch

each

236

110.

a) Circuit breaker 2 Amp shoe type Busch

each

1,094


Sr. No. 1

Description

Unit

2

3

Rate (Rs.) 4

b) Circuit breaker 2 Amp shoe type AEG

each

1,025

c) Circuit breaker 15 Amp with porceline Base

each

680

d) Circuit breaker 2 Amp with porceline Base

each

729

111.

Bell Ding Dong

each

128

112.

Bell Electronic Remote Control

each

522

113.

a) Pignum wire Ghazilex No. 34 SWG

kg

729

b) Pignum wire Ghazilex No.36 SWG

kg.

788

114.

Cotton Tape ¾” roll

doz

189

115.

a) Leatherrite Paper (China)

kg.

473

b) Leatherrite Paper (Italy)

kg.

528

116.

V.D. Paper

kg.

985

117.

Varnish (Insulations)SAMAKA

litre

79

118.

Fan Hook in M.S. Box (Circular)

no.

177

119.

Dimmer for Fan

no.

118

120.

a) Patti fitting 24 SWG M.S Sheet Painted with white stone enameled paint complete with choke ECCO/EKKO 40 w holder and tube light 40w.

no.

414

b) Patti fitting 24 SWG M.S Sheet Painted with white stone enameled paint complete with choke ECCO/EKKO 20 w holder and tube light 20w .

no.

335

a) Masonry Drill 7mm (¼”) Pak

doz.

154

b) Masonry Drill 13mm (½”) Pak

each

218

c) Masonry Drill 25mm (1”) Pak

each

522

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

69

e) Capacitor ½ HP Motor (China)

each

91

f)

Capacitor 1 HP Motor (China)

each

150

g) Capacitor 1 HP Motor (China)

each

30

a) Rawal Belt 3/8” Pak

each

30

b) Rawal Belt ½” Pak

each

49

121.

122.

123.

SECTION – 24 BASIC RATES OF LABOUR

SECTION-24 BASIC RATES OF LABOUR Sr. No.

Trade

Unit

Rate (Rs.)

1

2

3

4

1

Armature Winder

No

441

2

Belcha man

No

401

3

Belder

No

401

4

Bellows man

No

401

5

Blacksmith

No

680

6

Boatman

No

481

7

Boiler Foreman

No

562

8

Bullockman

No

441

9

Bullockman 1/2 pair

No

401

10

Cable Jointer

No

562

11

Caner

No

441

12

Carpenter 2nd Class

No

401

13

Carpenter Ist Class

No

720

14

Carrier

No

401

15

Cart man (with cart)

No

642

16

Chakriman

No

401

17

Chiseller

No

646

18

Chowkidar

No

401

19

Cleaner

No

401

20

Compressor operator

No

646

21

Concrete Lining Machine Operator

No

802

22

Crane Driver/Operator

No

562

23

Diesel Engine Mechanic

No

562

24

Diesel Engine Operator Grade-I

No

646

25

Diesel Engine Operator Grade-II

No

401

26

Digger

No

401

27

Diver (Deep Water)

No

562

28

Diver (Shallow Water)

No

441

29

Dolley man

No

401

30

Dozer Operator

No

562

31

Dresser

No

584

32

Driller

No

562

33

Driver (Sheep Foot Roller)

No

661

34

Driver (Sheep Foot Roller)

No

661

35

Driver (Tractor)

No

646

36

Electrician

No

640

37

Fitter

No

646

38

Fitter (Electrical)

No

481

39

F

N

720

(Ci il)

SECTION – 24 BASIC RATES OF LABOUR

Sr. No.

Trade

Unit

Rate (Rs.)

1

2

3

4

40

Foreman (Electrical)

No

680

41

Glazier

No

441

42

Greaser

No

441

43

Gutti Man

No

401

44

Hammer Man

No

646

45

Heavy Duty Driver

No

646

46

Helper

No

440

47

Light Duty Driver

No

646

48

Lineman

No

646

49

Machine Mistry

No

521

50

Mali

No

441

51

Mason

No

752

52

Mate

No

481

53

Mechanic

No

521

54

Meter Reader

No

441

55

Operator (well sinking)

No

481

56

Painter

No

640

57

Plumber

No

720

58

Polisher

No

592

59

Quarry man

No

441

60

Rammer

No

401

61

Sawyer

No

441

62

Skilled Labour

No

646

63

Smithy cooly

No

441

64

Spray Man

No

441

65

Sprayman Helper

No

401

66

Supervisor

No

562

67

Surveyor

No

481

68

Switchboard Attendant

No

481

69

Tailor

No

481

70

Tiles Layer

No

481

71

Trailer Driver

No

562

72

Unskilled Labour/Cooly

No

480

73

Water man

No

480

74

Welder Grade-I

No

640

75

Welder Grade-II

No

441

76

Well Borer

No

441

77

Wireman

No

441

78

Work Mistry

No

481

Note: These Rates are hiring charges of Man-power/Labour, per day and one working day is based on eight (8) hours

SECTION – 25 BASIC RATES OF MACHINERY USAGE

SECTION-25 BASIC RATES OF MACHINERY USAGE Sr. No. 1

Machinery

Unit

Rate (Rs.)

2

3

4

1

Asphalt Plant Capacity 20 Ton

hour

10,019

2

Asphalt Plant Capacity 80 Ton

hour

11,363

3.

Assembling Bench for Prestressed Girder

job

9,900

4.

Beading Machine

hour

364

5.

Boring with Rig (12”-14”)

hour

463

6.

Bull Dozer 90 HP

hour

1,450

7.

Bull Dozer 120 HP

hour

1,865

8.

Cable Forms for Prestressed Girder

9.

job

319

Compressor Capacity 300 CFM

hour

650

10.

Concrete Batching Plant Capacity 30 cum

hour

3,450

11.

Concrete Batching Plant Capacity 50 cum

hour

5,750

12.

Concrete Lining Machine

hour

2,277

13.

Concrete Static mixer 0.2 cum capacity

hour

390

14.

Concrete Static mixer 0.4 cum capacity

hour

515

15.

Concrete Pump 45 cum

hour

2,190

16.

Concrete Transit mixer 4 cum capacity

hour

1,913

17.

Concrete Transit mixer 6 cum capacity

hour

2,318

18.

Concrete vibrator (160cc)

hour

342

19.

Cone Fixer for Prestressed Girder

job

51,615

20.

Densotaps for Prestressed Girder

job

284

21.

Donkey pump with motor 4" delivery (Diesel)

hour

341

22.

Dredger/Motor Scraper/Crane (with bucket & boom)

hour

6,750

23.

Drilling bore hole 1200 mm dia including concreting with tremmie pipe per meter

job

24.


job

25.


job

26.


job

27.


job

28.


job

29.

Drilling Machine 457 mm dia or above

hour

875

30.

Dumper 10 Ton Capacity

hour

1,540

31.

Dumper 18 Ton Capacity

hour

1,775

32.

Educator Pipe

hour

38

2,742

3,200

3,279

1,385

1,584

2,513

SECTION – 25 BASIC RATES OF MACHINERY USAGE

Sr. No.

Machinery

Unit

Rate (Rs.)

1

2

3

4

33.

Excavator Chain Type

hour

1,780

34.

Excavator (Ex 200)

hour

2,117

35.

Excavator Tire Type

hour

1,805

36.

Front End Loader 1.5 cum

hour

2,400

37.


hour

2,813

38.


hour

3,900

39.

Grader 140 HP

hour

1,955

40.

Grader 165 HP

hour

2,811

41.

Grouting Pump for Prestressed Girder

job

22,772

42.

Heavy compactor roller

hour

2,250

43.

Hoses for Prestressed Girder

job

4,554

44.

Hydraulic pump for Prestressed Girder

job

154,846

45.

Lifting Tackle for jack for Prestressed Girder

job

103,231

46.

Mechanical rammer / compactor for sloping portion

hour

375

47.

Mixer (road material)

hour

835

48.

Mobile Crane 3 Ton

hour

815

49.

Mobile Crane 10 Ton

hour

1,491

50.

Molding machine

hour

825

51.

Paint Spray Machine

hour

45

52.

Pneumatic Roller 18 Ton Capacity

hour

1,903

53.

Power Generator 150 KVA

hour

2,270

54.

Pump for Dewatering with delivery pipe 4" dia (Diesel)

hour

260

55.

Rail Track for Prestressed Girder

job

531,335

56.

Road Roller Tandem 10-12 Ton

hour

1,988

57.

Road Roller Tandem Vibratory 1.5 Ton

hour

425

58.

Road Roller Tandem Vibratory 6 Ton

hour

865

59.

Road Roller Tandem Vibratory 8 Ton

hour

1,160

60.

Road Roller Vibratory & Static Roller 10-12 Ton

hour

1,645

61.

Saw / Wood Cutter Machine (Petrol) 45 cc

hour

625

62.

Sheep Foot Roller

hour

868

63.

Steel Plate Cutter

hour

85

64.

Steel Bar Cutting Machine

hour

75

65.

Steel Bar Bending Machine

hour

55

66.

Stressing jack for Prestressed Girder

67.

Tar Boiler

hour

911

68.

Tractor 50 HP Capacity

hour

400

69.

Tractor with Trolley

hour

442

70.

Tripod & Chain Pulley

hour

170

71.

Trolleys for Prestressed Girder

job

job

206,462

75,905

zone2 csr rates punjab

Recommend Documents