COMPOSITE SCHEDULE OF RATES 2002 - Government of ...

COMPOSITE SCHEDULE OF RATES

BALOCHISTAN

TABLE OF CONTENTS

SECTION DESCRIPTION

1. CARRIAGE

2. LOADING, UN-LOADING AND STACKING.

3. EARTH WORK.

4. DISMANTLING (DEMOLITION).

5. PLAIN AND REINFORCED CONCRETE.

6. PRESTRESSED CONCRETE.

7. PILE FOUNDATION CONCRETE.

8. DAMP PROOF COURSE AND WATER PROOFING

9. CEMENT CONCRETE BLOCK MASONRY.

10. CEMENT CONCRETE HOLLOW BLOCK MASONRY.

11. BRICK WORK.

12. STONE MASONRY

13. ROOFING.

14. FLOORING.

15. FINISHING.


BALOCHISTAN

TABLE OF CONTENTS

SECTION DESCRIPTION

16. WOOD AND PLACTICS WORK

17. PAINTING AND VARNISHING.

18. LINING OF CANALS.

19. PROTECTION AND DIVERSION WORKS.

20. OUTLETS.

21. ROAD AND ROAD STRUCTURES.

22. SHEET PILING.

23. PLUMBING, SANITARY INSTALLATIONS AND GAS

FITTINGS.

24. SURFACE DRAINAGE.

25. SEWERAGE.

26. SINKING OF WELLS.

27. TUBEWELL AND WATER SUPPLY.

28. IRON, STEEL AND ALUMINIUM WORKS.

29. HORTICULTURE AND AGRICULTURE.

30. ELECTRICAL INSTALLATIONS.

31. MISCELLANEOUS


BALOCHISTAN

TABLE OF CONTENTS

SECTION DESCRIPTION

LABOUR

MATERIAL

EQUIPTMENT

LIST OF LABORTORY TESTS

Government of Balochistan Composite Schedule of Rates

Version 2018

PREFACE

COMPOSITE SCHEDULE OF RATES 2018

The Government of Balochistan deeply felt the need to update the Composite Schedule of Rates (CSR)

1998 since quite some time, in order to bring it in harmony with the latest engineering developments, trends

and practices, the current market rates, etc., besides, imminent boost in the construction industry on

account of CPEC (China Pakistan Economic Corridor). Consequently, the services of National Engineering

Services Pakistan (Pvt.) Limited (NESPAK) were hired in October 2016, by the Government of Balochistan

for this onerous assignment, being the largest consulting firm in the country and having rich experience in

the field.

Accordingly, NESPAK undertook the task of updating the prevalent Composite Schedule of Rates (CSR)

1998, of Government of Balochistan, and worked in close liaison with the concerned Departments, keeping

in view their needs and requirements. The CSR 2018 thus developed, comprises three robust volumes,

constituting thirty one chapters, representing necessary items of work, namely:

1. Volume-I Summary of CSR.

2. Volume-II Detailed Rate Analysis.

3. Volume-III Technical Specifications.

Care has been made to link each item number with corresponding Technical Specification number(s)

description for pellucidity and completeness. A detailed list is provided of over three thousand supply items

as well, to inter alia, reduce the practice of ‘Non Schedule Rates’ in variations. A list of mandatory tests

requirements related to Construction Materials and execution of Works have also been provided in CSR.

It is worth mentioning that during the course of preparation of this Document, NESPAK took all stakeholder

departments on board and their input and feedback was taken into account and consideration. Several

rounds of interactive sessions were also held, before finalization, involving rich participation of the

concerned Departments (Client), and review of each item of work included in the CSR, through their

nominated officials, under the direct supervision of the Secretary C&W, Government of Balochistan.

The highlight of CSR is the related “Software”, which is dynamic, user friendly and updatable. It is capable

to develop Cost Estimates and Quantity Calculation, thereby enabling the efficient preparation of PC-I (s)

and calculating details of various quantities/costs etc. All Departments are expected to take keen interest

and ensure necessary implementation to effectively benefit and enjoy the fruits of this versatile software.

The Document contains qualitative as well as contractual requirements of all types of engineering works

normally carried out by various Departments. However, no originality can be claimed in compilation of this

Document, and in fact, a number of relevant books and codes available on this subject have been

consulted/referred. The rates included in the Schedule are based on the prevailing prices in and around

Quetta during the months of February/March 2018. These market rates have been used very carefully using

best professional judgment. The Standing Rates Committee P&D Department constituted by the

Government of Balochistan is expected to monitor and resolve difficulties that may arise in the application

of the rates contained in this Schedule by fixing appropriate premium to cope with the regional imbalances

at a given time. Furthermore, this Schedule will form basis for inviting tenders for which specific items of

works included in the works estimate shall be identified for the quotation of percentage above or below the

rates.

The rates for items of Works not covered by this Schedule shall be prepared and approved by the

Competent Authority, in compliance with the necessary regulations and procedure, as non-scheduled

items. Moreover, the composite rates and the basic material, labor and machinery usage rates listed in this

Schedule are for the purpose of preparation of cost estimates /Engineer’s estimates for the Government of

Balochistan Projects. Therefore, neither the Contractor shall use these rates for making claim nor shall be

used for hiring labor on daily wages, under specific preference of choice.

Since the science of engineering is undergoing rapid changes and advancements, specifications of various

items provided in this document are likely to be revised or even completely replaced, over a period of time,

therefore, the need for periodic improvement/revision in this Document cannot be overemphasized. The

Document, therefore, requires periodic revision/ improvement. These iterative procedures, besides intrinsic

refinement, would also ensure a significant reduction in the number of non-scheduled items, on becoming

part of CSR in due course.

This Document stands approved vide Notification No. P&D-RO/C&T(32)1/2018-19/ 7299 dated July 16,

2018. In conclusion, we graciously acknowledge the positive contribution of officials of various Departments

of the Government of Balochistan, (Acknowledgement List attached), especially, Mr. Sher Khan Bazai,

Secretary C&W, and Mr. Abdul Jabbar Khan, Technical Advisor C&W, Government of Balochistan, for their

overwhelming support and involvement in the successful completion of this Schedule.

-----------------------------------------------------------------------------

Government of Balochistan

CSR-2018

Volume-I

GENERAL CONDITIONS

1. The work contained in this Schedule of Rates shall be carried out in accordance with the specifications given briefly for each item and the applicable provisions of the Technical Specifications (Volume-III).

2. The rates entered against all items in the Schedule of Rates are those referred to

in contract as the basic rates which cover the cost of all materials, transportation to site of work, labour, equipment, tools, plants, supervision charges, all Government levies, imports, octroi charges, overheads, profits and incidental cost thereto required for the satisfactory completion of the work. Charges for testing for the Public Health Engineering and Electrical Works are also included in this schedule.

3. Unless otherwise stipulated, measurements for payment for the work done shall

conform to the specifications for execution of works (Volume-III). 4. For certain items of the work floor-wise rates have been entered in this schedule.

For this purpose, the rates for the basement shall be applied to all works below the foundation up to the top of roof of basement. Rates for the ground floor include the cost of all works from the top of basement roof up to top of ground floor roof and so on. Parapet, water tank and stair wall etc. shall be considered as part of the floor above which these are constructed.

5. If a discrepancy is found between various documents, the order of precedence

given below shall govern to determine the scope of the contracted work forming part of the contract based on this schedule:

- Schedule of Quantities

- Technical Specification

- Special Conditions of the Agreement

- Conditions of Contract

- Drawings

6. The unit rates of plant, materials and labor given in this schedule are indicative and shall not form basis for a claim by the Contractor for the works let out on percentage above or below the Composite Rates for various items.

7. Nominal conversion figures from System International to System Imperial have

been given as complete switch over has not yet been achieved.

Government of Baluchistan

CSR-2018,

Volume-I

ABBREVIATIONS USED

SYSTEM IMPERIAL

SYSTEM INTERNATIONAL

Running foot R.ft. Millimeter mm

Square foot Sq.ft Centimeter cm

Cubic foot Cu.ft. Running Meter RM

Pound Lb Square Meter Sq.m.

Ounce Oz Cubic Meter Cu.m.

Pounds per Square inch Psi Kilogram Kg.

Gross Grs Newton per millimeter square N/mm2

Maund Mnd Hundred Hund

Dozen Dz


CSR-2018

Volume-I

CONVERSION FACTORS

TO CONVERT

INTO

MULTIPLY BY

LENGTH

Inch Millimeter 25.40

Millimeter Inch 0.0394

Foot Meter 0.3048

Meter Foot 3.2808

Yard Meter 0.9144

Meter Kilometer 1.6093

Kilometer Mile 0.6214

Canal Mile (500 feet) Kilometer 1.524

Kilometer Canal Mile 0.6562

Girah Millimeter 57.15

Mile International

Nautical (6076.12 feet) Meter 1852.00

Mile UK nautical (6080 feet) Meter 1853.18

MASS WEIGHT

Pound Kilogram 0.4536

Kilogram Pound 0.2046

Ounce Gram 28.3495

Gram Ounce 0.0353

Quintal Kilogram 100.00

Grain Milligram 64.7989

Hundred weight Kilogram 50.8023

Tonne Hundred weight 19.6841

Ton Kilogram 1016.047

MASS WEIGHT

Ton Tonne 1.0160

Tonne Ton 0.9842

Seer Kilogram 0.9331

Maund Kilogram 37.324

Tola Gram 11.664

Short ton (2000 lbs) Tonne 0.9072


CSR-2018

Volume-I

Government of AJ&K

CSR-2009 (I)

Volume-I

CONVERSION FACTORS

TO CONVERT

INTO MULTIPLY BY

AREA

Square Inch Square millimeter 645.16

Square millimeter Square Inch 0.0015

Square foot Square meter 0.0929

Square meter Square foot 10.7639

Square yard Square meter 0.8361

Square meter Square yard 1.1960

Acre Square meter 4046.8564

Acre Hectare 0.4047

Hectare Acre 2.4710

Hectare Square meter 10000

Square mile Square Kilometer 2.5899

Square Kilometer Square mile 0.3861

Square mile Hectare 258.999

Hectare Square mile 0.00386

CAPACITY, VOLUME AND MODULUS OF SECTION

Pint (UK)

Liter

0.5683

Gallon (Imperial) Liter 4.5461

Cubic foot Liter 28.3168

Cubic meter Liter 1000

Liter Cubic foot 0.0353

Cubic inch Millimeter 16.3871

Fluid ounce Millimeter 28.413

Liter Gallon (Imperial) 0.2199

Cubic inch Cubic millimeter 16387.1

Cubic foot Cubic meter 0.0283

Cubic meter Cubic foot 35.3147

Cubic yard Cubic meter 0.7645

Cubic meter Cubic yard 1.3080

Acre foot Hectare meter 0.1233


CSR-2018

Volume-I

Government of AJ&K

CSR-2009 (I)

Volume-I

CONVERSION FACTORS

TO CONVERT

INTO

MULTIPLY BY

VELOCITY AND SPEED

Foot per second Meter per second 0.3048

Foot per minute Meter per second 0.0051

Foot per second Kilometer per hour 1.0973

Kilometer per hour Foot per second 0.9113

Mile per hour Meter per second 0.4470

Kilometer per hour Mile per hour 0.6214

Mile per hour Kilometer per hour 1.6093

FORCE

Kilogram force Newton 0.8066

Pound force Newton 4.4482

Ton force Kilo Newton 9.9640

Newton Pound force 0.2248

Kilo Newton Ton force 0.1004

FORCE PER UNIT LENGTH

Pound force per foot Newton per meter 14.5939

PRESSURE, STRESS AND MODULUS OF ELASTICITY (1Pa=lN/m2)

Pound force per square foot Pascals 47.8803

Pound force per square inch Kilo Pascals 6.8948

Ton force per square inch Kilo Pascals 107.252

Kilo Pascals Pound force per square foot 20.8354

Ton force per square inch Mega Pascals 15.4443

Mega Pascals Pound force per square inch 145.038

MASS PER UNIT LENGTH

Pound per foot Kilogram per meter 1.4882

Kilogram per meter Pound per foot 0.6720

Ton per mile Tonne per Kilometer 0.6313


CSR-2018

Volume-I

Government of AJ&K

CSR-2009 (I)

Volume-I

CONVERSION FACTORS

TO CONVERT

INTO

MULTIPLY BY

MASS PER UNIT AREA

Ton per Square mile Kilogram per square kilometer 392.298

Pound per square foot Kilogram per square Meter 4.8824

Kilogram per square meter Pound per square foot 0.2048

MASS PER UNIT VOLUME

Pound per Cubic foot Kilogram per cubic meter 16.0185

Pound per Cubic foot Grams per liter 16.0185

Kilogram per cubic meter Pound per cubic foot 0.06243

Grams per liter Pound per cubic foot 0.06243

VOLUME RATE OF FLOW

Cubic foot per second (cusec) Cubic meter per second (cusec) 0.02832

Cubic foot per second (cusec) Liter per second 28.3168

Gallon per minute Liter per second 0.0757

Cubic foot per thousand acres Liter per hectare 0.0670

Cubic foot per thousand acres Cubic meter per square Kilometer 0.0070

FUEL CONSUMPTION

Gallon per mile Liter per kilometer 2.825

Mile per gallon Kilometer per liter 0.354

MOVEMENT OF FORCE TORQUE

Pound force foot

Newton meter

1.3558

Pound force inch Newton meter 0.1130

Ton force foot Kilonewton meter 3.0370

Ton force inch Kilonewton meter 0.2531


CSR-2018

Volume-I

Government of AJ&K

CSR-2009 (I)

Volume-I

CONVERSION FACTORS

TO CONVERT

INTO

MULTIPLY BY

SECOND MOMENT OF AREA

Inch4 Millimeter4 416231

PLANE ANGLE

Degree

Radian

0.0174

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

Kilowatt hour

Kilo Joule

3600

Foot pound force Joule 1.3558

Horse Power Kilowatt 0.7457

Horse Power Kilogram force meter per sec 76.0402

* For exact values, please consult Standard Hand Books


Volume-1

Composite Schedule of Rates

SECTION - 1

CARRIAGE

1. CARRIAGE OF MATERIALS

INCLUDES LOADING, UNLOADING

AND STACKING AT SITE

2. THE TERM “KM” WHENEVER

USED IS TO MEAN STATUTE KILOMETER

3. THE RATES FOR CARRIAGE

BY BOAT OR STREAMER SHALL BE THE

SAME AS BY ANY OTHER MECHANICAL MEANS ON LOAD

4. CARRIAGE ITEM RATES CANNOT BE USED

WITHOUT PRIOR APPROVAL FROM THE

COMPETENT AUTHORITY THAT IS PDWP/DAC


Vol-1, 2018

Chapter -1,

[Carriage]

1 1.1

25 % Extra to be paid for hilly area, 25% Extra for Hard Area, 20%

more for Kucha Road, 15% more for desert road

a. Upto 1st Km Per Km 302.1

b. 2nd Km Per Km 303.1

c. 3rd Km Per Km 214.9

d. 4th Km Per Km 167.9

e. 5th Km Per Km 138.4

f. 6th Km Per Km 118.4

g. 7th Km Per Km 103.8

h. 8th Km Per Km 92.7

i. 9th Km Per Km 83.9

j. 10th Km Per Km 76.9

k. 11th Kms to 200Kms Per Km 16.9

l. Subsequent Km Per Km 13.3

2 1.1














Sr. No.

Carriage of 100 Cft. (2.83 cu.m) of all materials like Clay, stone

aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150 Cft.

(4.25 cu.m) of timber, by truck or by any other means owned by the

contractor.

Carriage of 5 tons of all material like coal, stone lime(unslaked),

etc. B.G. Rail fastenings, points and crossing,Bridge Girders, pipes,

sheets, Rail, M.S. bars, etc. etc.by truck or any other means owned

by the contractor.

Ref. Tech.

Specs.UnitDescription Rate (Rs.)

1 - 1


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Chapter -1,

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3 1.1













k. 11th to 200 Kms Per Km 11.6


4 1.1













k. 11th & subsequent Kms Per Km 92.8

Carriage of 100 maunds of fuel wood by truck or any other means

owned by the contractor:

Carriage of 1000 Nos. bricks 10"x5"x3" (250x125x75 mm) or 1000

Nos. tiles 12"x6"x2" (300x150x50 mm) by truck or any other means

owned by the contractor :-

1 - 2


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5 1.1















6 1.1













Carriage of 5 tons of all material like coal, stone lime (unslaked),

etc. B.G. Rail fastening, points and crossing, Bridge girders, pipes,

sheets, Rail, M.S. bars, etc. etc. by means of material trolly.

Carriage of 100 cft. (2.83 cu.m) of all material like stone, aggregate,

spawl, kankar lime(unslaked), surkhi, etc. or 150 cft. (4.25 cu.m) of

timber, by means of material trolly

1 - 3


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7 1.1

25 % Extra to be paid for hilly area












8 1.1














Carriage of 100 maunds of fuel wood, by means of material trolly.

Carriage of 1000 Nos. tiles 12"x6"x2" (300x150x50 mm), by means

of material trolly.

1 - 4


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Chapter -1,

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Sr. No.Ref. Tech.


9 1.1














10 Carriage of 1000 No. tiles 9"x4½"x1½" (225x113x38 mm). 1.1














11 Carriage of 100 bags of cement each bag weighing Cwt. (50 Kg) by

10 Wheeler trailer. 1.1


more for Kucha Road, 15% more for desert road.


Carriage of 1000 No. bricks, 9"x4½"x3"(225x113x75 mm) or

8"x4"x4" (200x100x100mm) (nominal)

1 - 5


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12 Carriage of 100 Nos. empty cement bags including bundling.






d. 4th Km & subsequent Kms Per Km 14.9

13 1.1













k. 11th Km & subsequent Per Km 33.1

Carriage of 100 (2.83 cu.m) cft. of Sarkanda or pilchi, frash or

brushwood, by boat or road :-

1 - 6


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Chapter -1,

[Carriage]

Sr. No.Ref. Tech.


14 a 1.1



i. Upto 1st Km Per Km 417.1

ii. 2nd Km Per Km 247.4

iii. 3rd Km Per Km 180.7

iv. 4th Km Per Km 144.6

v. 5th Km Per Km 121.7

vi. 6th Km Per Km 105.9

vii. 7th Km Per Km 94.1

viii. 8th Km Per Km 85.1

ix. 9th Km Per Km 77.9

x. 10th Km Per Km 72.1

xi.11th Km & subsequent

Per Km 23.2

14 b



i.Upto 1st Km

Per Km 1,395.7

ii.2nd Km

Per Km 1,401.8

iii.3rd Km

Per Km 978.9

iv.4th Km

Per Km 753.6

v.5th Km

Per Km 612.9

vi.6th Km

Per Km 517.5



ix.9th Km

Per Km 353.6

x.10th Km

Per Km 320.3

Carriage of light machinery weighing upto 3 tonne upto 1000 ft.

(300 metre) Execeeding 1000 to 5000 ft (300 to 1500 metre)

Carriage of Heavy machinery weighing more than 3 tonne using

trailer including loading and unloading cost.

1 - 7


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Chapter -1,

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Sr. No.Ref. Tech.


xi. 11th Km & subsequent Per Km 19.4

15 Cooly load for distance:- 1.1

a. Upto 1000 ft. (300 metre) Per Km 189.6

b. Exceeding 1000 to 3000 ft. (300 to 900metre) Per Km 150.7

c. Upto 1st Km Per Km 129.4

d. 2nd Km Per Km 111.6

e. 3rd Km & subsequent Per Km 89.0

16 Carriage of small consignments weighing upto 5 maunds (job rates) 1.1

a. Carriage of consignments odd jobs.

i. Donkey load for distance upto 500 feet. Per Km 37.9

ii. Upto 1000 feet Per Km 26.5

iii. Upto ½ Mile/ 0.8 Km Per Km 17.8

iv. Upto one Mile/ 1.6 Km Per Km 14.0

v. Upto three Miles/ 4.8 Km Per Km 11.1

vi. Exceeding 3 Miles Per Km 9.6

b. Cart load for a distance :-

i. upto 4 Miles/ 6.4 Km Per Km 12.5

ii. Exceeding 4 Miles(6.4 Km) to10 Miles(16 Km) Per Km 12.0

17 Hire charges of:- 1.1

a. truck (10 Ton Capacity) Per Day 5,192.3

b. tractor with trolly Per Day 2,884.6

c. tractor without trolly Per Day 1,923.1

18 Carriage of bitumen, tar or other lubricants, in drums: 1.1

a. Upto 1st Km ton 81.7

b. 2nd Km ton 82.0

c. 3rd Km ton 58.1

d4th Km

ton 45.3

e5th Km

ton 37.4

f6th Km

ton 32.0

1 - 8


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g 7th Km ton 28.0

h 8th Km ton 25.0

i9th Km

ton 22.6

j10th Km

ton 20.7

k 11th Km & subsequent ton 3.5

19 1.1



a. 3" (75 mm) i/d pipes:-












b. 4" (100 mm) i/d pipes:-







Carriage of Cement Concrete pipes BSS Class 'B" with comet joint

and rubber ring, including loading, unloading and stacking (rate per

100 Rft. (30 m pipes):-

1 - 9


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c. 6" (150 mm) i/d pipes:-












9" (225 mm) i/d pipes:












d.

1 - 10


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12" (300 mm) i/d pipes:-












16" (400 mm) i/d pipes:-












g. 18" (450 mm) i/d pipes:-




e.

f.

1 - 11


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h. 20" (500 mm) i/d pipes:-











xi. 11th Km & subsequent Kms Per Km 27.0

24" (600 mm) i/d pipes:-









i.

1 - 12


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30" (760 mm) i/d pipes:-












36" i/d pipes:-












j.

k.

1 - 13


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Chapter -1,

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Sr. No.Ref. Tech.


20 1.1



a. 3" (75 mm) i/d pipes:-












4" (100 mm) i/d pipes:-












5" (125 mm) i/d pipes:-





c.

Carriage of PVC, UPVC, PPRC or HDPE pipes B.S.S. all Classes

including loading, unloading and stacking (Rate per 1000 ft.) (300

b.

1 - 14


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6" (150 mm) i/d pipes:












8" (200 mm) i/d pipes:-










d.

e.

1 - 15


Vol-1, 2018

Chapter -1,

[Carriage]

Sr. No.Ref. Tech.




10" (250 mm) i/d pipes:-

Upto 1st Km Per Km 279.0

i.2nd Km Per Km 279.4

ii.3rd Km Per Km 202.5

iii.4th Km Per Km 161.3

iv.5th Km Per Km 135.4

v.6th Km Per Km 117.8

vi.7th Km Per Km 104.8

vii.8th Km Per Km 94.9

viii.9th Km Per Km 87.1

ix.10th Km Per Km 80.8

x.11th Km & subsequent Kms Per Km 27.5

xi.12" (300 mm) i/d pipes:-

1st chain (1st 30 m)












(315 mm) i/d pipes:-




f.

h.

g.

1 - 16


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i. Upto 1st Km Per Km 1,246.8

ii. 2nd Km Per Km 1,245.9






i.

j.

1 - 17


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iii. 3rd Km Per Km 1,750.9

iv. 4th Km Per Km 1,379.1

v. 5th Km Per Km 1,144.8











iii. 3rd Km Per Km 2,823.4

iv. 4th Km Per Km 2,223.9

v. 5th Km Per Km 1,846.0

vi. 6th Km Per Km 1,586.7

vii. 7th Km Per Km 1,395.6

viii. 8th Km Per Km 1,249.8

ix. 9th Km Per Km 1,133.5

x. 10th Km Per Km 1,039.6


k.

l.

1 - 18


Volume-1


SECTION - 2

LOADING,

UN-LOADING

AND

STACKING

1. THE RATES FOR LOADING FROM

MOBILE TRUCKS TROLLIES AND

BOATS WILL BE THE SAME AS

FOR RAILWAY WAGONS


Vol-1, 2018Chapter-2 (Loading, Unloading and stacking)

Labour Composite

Cu.m. 288.80 288.80 2.1.1

Cu.ft. 8.20 8.20 2.1.3

840.00 840.00 2.1.1

2.1.3

2.1.1

2.1.3

2.1.1

2.1.3

% Kg. 15.80 15.80 2.1.1

Cwt. 8.00 8.00 2.1.3

Tonne 168.00 168.00 2.1.1

Ton 170.70 170.70 2.1.3

2.1.1

2.1.3

Loading or unloading packages of sorts weighing upto 50 kgs. Each 25.20 25.20 2.1.1

2.1.3

Tonne 231.50 231.50 2.1.1

Ton 235.20 235.20 2.1.3

% Kg. 63.00 63.00 2.1.1

Cwt. 32.00 32.00 2.1.3

Tonne 370.40 370.40 2.1.1

Ton 376.35 376.35 2.1.3

Cu.m. 87.80 87.80 2.1.1

Cu.ft.. 2.50 2.50 2.1.3

Loading or unloading building stone including clearing Cu.m. 113.90 113.90 2.1.1

Cu.ft.. 3.25 3.25 2.1.3

Unloading oils. 2.1.1

a) Crude oil (to be pumped from tanker into tank) 1000 Litre 221.90 221.90 2.1.3

% Gallon 100.90 100.90

b) Crude oil (drained by gravity) 1000 Litre 221.90 221.90

% Gallon 100.90 100.90

c) Fuel oil into empty drums including stacking upto 100 ft (30 m) Tonne 329.40 329.40

Ton 334.70 334.70

d) Petrol (4.5 litre tin) 100 Nos. 423.40 423.40

e) Kerosine (18 litre tin) 100 Nos. 840.00 840.00

Loading or unloading timber logs or timber for shuttering, into or from

mobile trucks including stacking lead upto 100 ft (30 m)

Loading or unloading into or from mobile trucks empty cement bags

(inside or outside the godown) and stacking lead upto 100 ft (30 m)

Loading or unloading bricks or tiles into or from mobile trucks

properly laid and stacked lead upto 100 ft (30 m)

Loading or unloading into or from mobile trucks cement in bags

(inside or outside the godown) and stacking lead upto 100 ft (30 m)

Loading or unloading into or from mobile trucks (inside or outside the

godown) and stacking, white lime in bags lead upto 100 ft (30 m)

Loading or unloading into or from mobile trucks structural steel, R.S

joists etc. lead upto 100 ft (30 m)

Loading or unloading bhoosa into or from mobile trucks lead upto

150 ft. (45 m)

Loading or unloading 205 litre drums fuel into or from mobile trucks,

lead upto 100 ft (30 m)

Loading or unloading timber scrap or wooden plugs into or from

mobile trucks including stacking and lead upto 100 ft (30 m)

Loading or unloading pitching stone or spawl from mobile trucks

including clearing

2-3-1

Loading or unloading into or from mobile trucks, coarse aggregate,

sand, stone/ brick ballast, surkhi, ashes, kankar, brick/stone bats,

coal or lime etc. lead upto 100 ft (30 m)

50.40Each 50.40

1000

Nos.

100

Nos.

2-4-1

2-5-1

Sr. No. Description

2-1-1

2-2-1

UnitRate (Rs.)

80.90

100

Nos.840.00 840.00

80.90

2-6-1

2-9-1

2-7-1

2-8-1

2-11-1

2-10-1

Ref. Tech.

Specs.

2-14

2-12-1

2-13-1

2 - 1


Vol-1, 2018Chapter-2 (Loading, Unloading and stacking)

Labour CompositeSr. No. Description Unit

Rate (Rs.) Ref. Tech.

Specs.

Removing and stacking lead upto 100 ft (30 m) 2.1.1

2.1.3

a) Cu.m. 118.70 118.70

Cu.ft.. 3.35 3.35

b) Bricks % Nos. 896.00 896.00

c) Rails, girders, pipes, cement etc. Tonne 164.90 164.90

Ton 167.55 167.55

d) Bailey bridges & wooden structural members % Nos. 367.50 367.50

10.40 10.40

Tonne 370.70 370.70 2.1.1

Ton 376.65 376.65 2.1.3

Tonne 211.80 211.80 2.1.1

Ton 215.20 215.20 2.1.3

Tonne 222.40 222.40 2.1.1

Ton 225.95 225.95 2.1.3

Cu.m. 288.80 288.80 2.1.1

Cu.ft.. 8.20 8.20 2.1.3

% Nos. 147.00 147.00 2.1.1

4.15 4.15 2.1.3

Tonne 577.50 577.50 2.1.1

Ton 586.75 586.75 2.1.3

Tonne 315.00 315.00 2.1.1

Ton 320.05 320.05 2.1.3

Stone, spawl, brick bats, shingle, sand, lime, surkhi, ashes, kankar

and coal etc.

Loading into mobile trucks girders, rails, permanent way material,

iron work. pipes etc including lead upto 100 ft (30 m) and stacking

Unloading from mobile trucks girders, permanent way material, iron

work, pipes, etc. lead upto 100 ft (30 m) but excluding stacking.

Loading or unloading bitumen, asphalt or tar in drums, into or from

mobile trucks lead upto 100 ft (30 m)

Loading bailey bridge wooden structural members including stacking

lead upto 100 ft (30m)

Unloading bailey bridge wooden structural members excluding

stacking lead upto 100 ft (30m)

Loading into mobile trucks, steel fabrication/bars including lead upto

100 ft (30m) and stacking inside trucks.

2-20

2-21-1

2-22-1 Unloading from mobile trucks, steel fabrication/bars including lead

upto 100 ft (30m) and stacking

2-19-1

2-17-1

2-18-1

2-15

2-16-1

2 - 2


Volume-1


SECTION - 3

EARTH WORK

1. THE SOIL CLASSIFICATION

WILL BE

APPROVED BY THE SUPERINTENDING ENGINEER.

2. NO DEDUCTION WILL BE MADE

FOR RAMMED/ COMPACTED FILL.

3. DEDUCTION FOR SETTLEMENT FROM THE BANK

MEASUREMENTS WHEN THE EARTHWORK

INDONE BY DIFFERENT TYPE OF MACHINERY

BE AS UNDER;

I. TRACTOR 6%

II. BULLZODERS 4%

III. SCRAPERS 3%

WHERE THE ABOVE EQUIPTMENT IS DEPLOYED

IN FLEET THE MINIUM FACTOR

SPECIFIED WILL BE APPLIED

4. CARRIAGE ITEM RATES CANNOT BE USED

WITHOUT PRIOR APPROVAL FROM THE

COMPETENT AUTHORITY I.E PDWP/DSC


Vol-1, 2018Chapter -3, (Earthwork)

Labour Composite

3.2 & 3.7

A) Manual (For Covered area of less than 250 sft)

i) In ashes, sand, soft soil or silt clearance. Cu.m. 89.25 89.25

Cu.ft.. 2.55 2.55

ii) In ordinary soil Cu.m. 107.10 107.10

Cu.ft.. 3.05 3.05

iii) In hard soil Cu.m. 183.75 183.75

Cu.ft.. 5.20 5.20

iv) In shingle or gravel Cu.m. 367.50 367.50

Cu.ft.. 10.40 10.40

B) Equiptment


Cu.ft.. 2.10 2.10


Cu.ft.. 2.80 2.80


Cu.ft.. 3.40 3.40


Cu.ft.. 4.25 4.25

Earth work excavation undressed, lead upto 50 ft. (15m.) 3.2 & 3.7



Cu.ft.. 3.70 3.70


Cu.ft.. 4.45 4.45


Cu.ft.. 6.25 6.25


Cu.ft.. 12.65 12.65

B) Equiptment


Cu.ft.. 4.30 4.30


Cu.ft.. 5.75 5.75


Cu.ft.. 7.05 7.05

Sr. No. Description

3.1

3-2

Rate (Rs.)

Earth work excavation undressed, lead upto a single throw

of kassi, phaorah, shovel.

UnitRef. Tech.

Specs.

3 - 1



Labour CompositeSr. No. Description

Rate (Rs.)

UnitRef. Tech.

Specs.


Cu.ft.. 9.50 9.50

3.11

A) Excavated material undressed Cu.m. 165.90 165.90

Cu.ft.. 4.70 4.70

B) Excavated material dressed in specified manner. Cu.m. 178.50 178.50

Cu.ft.. 5.05 5.05

3.11

3.12

3.2

A) In ashes, sand, soft soil or silt clearance. Cu.m. 178.20 178.20

Cu.ft.. 5.05 5.05

B) Ordinary soil Cu.m. 228.00 228.00

Cu.ft.. 6.45 6.45

C) Hard soil Cu.m. 274.80 274.80

Cu.ft.. 7.80 7.80

D) Shingle or gravel Cu.m. 386.40 386.40

Cu.ft.. 10.95 10.95

3.11

3.12

3.2

A. Sand

i) 95% maximum modified AASHTO dry density Cu.m. 5.25 166.20

Cu.ft.. 0.15 4.70

ii) 90% maximum modified AASHTO dry density Cu.m. 5.25 161.45

Cu.ft.. 0.15 4.55

iii) 85% maximum modified AASHTO dry density Cu.m. 5.25 140.95

Cu.ft.. 0.15 4.00

B. Ordinary soil


Cu.ft.. 0.20 7.95


Cu.ft.. 0.20 7.20


Cu.ft.. 0.20 7.05

C. Hard soil

3-3

3-4

3-5

Bed clearance in ordinary soil and dressing slopes of drains

to required section including removal of weeds, roots etc.

and disposal of excavated material within 50 ft. (15m) lead.

Borrow pit excavation depth upto 10 ft. (3 m) undressed

lead upto 100 ft. (30m)

Earthwork for embankment lead upto 1000 M and

compaction by mechanical means at optimum moisture

content, dressing to designed section including laying,

leveling and watering.

3 - 2




Rate (Rs.)

UnitRef. Tech.

Specs.


Cu.ft.. 0.25 11.20


Cu.ft.. 0.25 9.50


Cu.ft.. 0.25 8.40

D. Shingle or gravel


Cu.ft.. 0.25 13.40


Cu.ft.. 0.25 12.75


Cu.ft.. 0.25 12.05

3.13

3.2

A) Sand Cu.m. 283.50 283.50

Cu.ft.. 8.05 8.05


Cu.ft.. 9.35 9.35

C) Hard soil Cu.m. 504.00 504.00

Cu.ft.. 14.25 14.25


Cu.ft.. 19.50 19.50

3.1

3.7


Cu.ft.. 0.60 4.80


Cu.ft.. 0.60 6.10

C) Hard soil Cu.m. 22.75 261.40

Cu.ft.. 0.65 7.40


Cu.ft.. 0.65 9.40

3-6

3-7 Earthwork excavation in open cutting upto 5ft. (1.5m) depth

for storm water channels, drains in open area, roads, streets

lanes and shoring to protect existing works, shuttering and

timbering the trenches dressed to designed level and

dimension, trimming from trenches, backfilling and disposal

of surplus excavated material upto 50ft (15m) including

dressing, excluding removal of surface water from drains.

Earthwork for embankment lead upto 100 ft. (30m) and

compaction by Manual (Maximium Area 250 Sft) labour at

optimum moisture content, dressing to designed section,

laying, leveling and watering.

3 - 3




Rate (Rs.)

UnitRef. Tech.

Specs.

3.1

3.7


Cu.ft.. 1.55 5.90


1.70 7.25

C) Hard soil Cu.m. 69.15 311.70

Cu.ft.. 1.95 8.85


Cu.ft.. 2.35 10.75

3.1

3.7


i) Dry Cu.m. 331.80 331.80

Cu.ft.. 9.40 9.40

ii) Wet Cu.m. 521.85 521.85

Cu.ft.. 14.80 14.80

iii) In flowing water Cu.m. 664.65 664.65

Cu.ft.. 18.80 18.80

iv) Under water including dewatering Cu.m. 656.30 888.75

Cu.ft.. 25.15 25.15

ii) Machinery

i) Dry Cu.m. - 180.00 3.7

Cu.ft.. - 5.10

ii) Wet Cu.m. - 240.00

Cu.ft.. - 6.80

iii) In flowing water Cu.m. - 300.00

Cu.ft.. - 8.50

iv) Under water including dewatering Cu.m. - 697.50

Cu.ft.. - 19.75

3.1

3.7



Cu.ft.. 4.70 4.70

Earthwork excavation in irrigation channels drains etc. to

designed section, grades and profiles excavated material

disposed off and dressed within 50 ft (15m) lead.

3-8

3-9

3-10

Earthwork excavation in open cutting from 5ft. to 10 ft (1.5m

to 3 m) depth for storm water channels, drains in open area,

roads, streets lanes and shoring to protect existing works,

shuttering and timbering the trenches dressed to designed

level and dimension, trimming from trenches, backfilling and

disposal of surplus excavated material upto 100 ft (30 m)

including dressing, excluding removal of surface water from

drains.

Excavation in shingle or gravel formation, undressed lead

upto 100 ft. (30m)

3 - 4




Rate (Rs.)

UnitRef. Tech.

Specs.

ii) Ordinary soil Cu.m. 210.00 210.00

Cu.ft.. 5.95 5.95

iii) Hard soil Cu.m. 270.90 270.90

Cu.ft.. 7.65 7.65

iv) Shingle or gravel formation Cu.m. 435.75 435.75

Cu.ft.. 12.35 12.35

B) Machinery


Cu.ft.. 0.35 4.00


Cu.ft.. 0.40 5.20


Cu.ft.. 0.50 6.55

iv) Shingle or gravel formation Cu.m. 21.90 318.90

Cu.ft.. 0.60 9.05

3.1

3.8

A) Cu.m. 78.75 540.00

Cu.ft.. 2.25 15.30

B) Medium hard rock schist or laterite requiring occasional

blasting

Cu.m. 742.80 817.10

Cu.ft.. 21.05 23.15

3.1

3.8

A) Grade I Cu.m. 437.75 547.20

Cu.ft.. 12.40 15.50

B) Grade II Cu.m. 494.65 673.05

Cu.ft.. 14.00 19.05

C) Grade III Cu.m. 554.00 760.50

Cu.ft.. 15.70 21.55

D) Grade IV Cu.m. 621.00 869.30

Cu.ft.. 17.60 24.60

E) Grade V Cu.m. 720.35 938.80

Cu.ft.. 20.40 26.60

F) Grade VI Cu.m. 799.60 985.75

Cu.ft.. 22.65 27.90

Excavation in hard rock requiring blasting and disposal of

excavated material (blasted material) upto 50 ft. (15m) lead,

(including dressing and levelling to designated section).

3-11

Soft rock, slate, shale, work, with pick and crow bar.

Excavation in rock dressed to designed section, grades and

profiles, excavated material disposed of within 100 ft.(30 m)

& lift upto 6.5 ft. (2m.)

3-12

3 - 5




Rate (Rs.)

UnitRef. Tech.

Specs.

3.1

3.8

A) Grade I Cu.m. 590.70 738.40

Cu.ft.. 16.75 20.90

B) Grade II Cu.m. 667.50 841.75

Cu.ft.. 18.90 23.85

C) Grade III Cu.m. 754.30 1,052.20

Cu.ft.. 21.35 29.80

D) Grade IV Cu.m. 849.75 1,019.70

Cu.ft.. 24.05 28.90

E) Grade V Cu.m. 1,011.20 1,121.67

Cu.ft.. 28.65 31.75

F) Grade VI Cu.m. 1,112.30 1,233.84

Cu.ft.. 31.50 34.95

Rehandling of earthwork

A) Lead upto a single throw of Kassi, phaorah or shovel Cu.m. 73.50 73.50

Cu.ft.. 2.10 2.10

B) Upto a lead of 50 ft. (15 m.) Cu.m. 105.00 105.00

Cu.ft.. 2.95 2.95

C) Upto a lead of 100 ft. (30 m.) Cu.m. 136.50 136.50

Cu.ft.. 3.85 3.85

Rehandling of gravel work or excavated rock, lead upto 50

ft. (15m.)

Cu.m. 237.30 237.30

Cu.ft.. 6.70 6.70

Filling, watering and compacting earth under floors in layers

not exceeding 8 inchs in thickness.3.11.3

A) With surplus earth from foundation etc. Cu.m. 60.35 134.05

Cu.ft.. 1.70 3.80

B) Cu.m. 60.35 235.75

Cu.ft.. 1.70 6.70

C) Cu.m. 11.55 1,347.50

Cu.ft.. 0.35 38.15

3.11.3

A) For earthwork soft, ordinary, hard and very hard Cu.m. 2.50 2.50

Cu.ft.. 0.05 0.05

B) For gravel, shingle or rock Cu.m. 3.25 3.25

Cu.ft.. 0.10 0.10

Excavation in hard rock requiring blasting but blasting

prohibited and disposal of excavated material within 50 ft.

(15m) lead, (including dressing and levelling to designed

section etc.).

With new earth excavated from outside, lead upto 100 ft.

(30m) and lift upto 5 ft. (1.5m) including royality of Clay

Filling, watering and ramming earth under floors for every 50

ft. (15m) additional lead or part thereof (Maximum upto 1000

ft.) (300 m)

With sand excavated from outside, lead upto 25 km

including royality of sand, no additional lead shall be paid

without prior approval of Engineer incharge.

3-15-1

3-16

3-17

3-13

3-14

3 - 6




Rate (Rs.)

UnitRef. Tech.

Specs.

Dressing and levelling of earthwork to designed section. 3.7

A) Ashes, sand, silt or soft soil Cu.m. 8.40 8.40 3.11

Cu.ft.. 0.25 0.25

B) Ordinary or hard soil Cu.m. 14.70 14.70

Cu.ft.. 0.40 0.40

C) Gravel work or soft rock not requiring blasting Cu.m. 35.70 35.70

Cu.ft.. 1.00 1.00

R.M. 6.30 6.30 3.11

R.ft.. 1.90 1.90

3.11

A) Dressing slopes of banks or ground surface Sq.m. 9.45 9.45

Sq.ft.. 0.90 0.90

B) Sq.m. 16.80 16.80

Sq.ft.. 1.55 1.55

3.7

A) Manual

i) Sand, ashes or loose soil Cu.m. 214.20 214.20

Cu.ft.. 6.05 6.05


Cu.ft.. 7.05 7.05

iii) Hard soil or soft murum Cu.m. 279.30 279.30

Cu.ft.. 7.90 7.90

iv) Shingle or gravel Cu.m. 325.50 325.50

Cu.ft.. 9.20 9.20

B) Machinery

i) Sand, ashes or loose soil Cu.m. 45.50 177.15

Cu.ft.. 1.30 5.00


Cu.ft.. 1.70 6.85

iii) Hard soil or soft murum Cu.m. 76.15 301.80

Cu.ft.. 2.15 8.55


Cu.ft.. 2.60 10.25

Cu.m. 1,726.50 2,001.00 3.11

Cu.ft.. 48.90 56.65

Dressing of earthwork by machinery or otherwise and left

undressed

Cutting hard rock such as granite, ballast, hard lime stone or

sand stone etc. with chisels and hammers for small

foundation.

Dressing dowels of canal banks, marginal bunds and flood

protection bunds.

Excavation in foundation of buildings and bridges including

layout, dressing, refilling around structures with excavated

earth, watering & ramming lead upto 100 ft. (30m) & lift upto

5 ft. (1.5m)

3-21

3-22-1

3-19-1

3-18

3-20

3 - 7




Rate (Rs.)

UnitRef. Tech.

Specs.

Extra for excavation requiring shoring. Cu.m. 33.20 47.40 3.11

Cu.ft.. 0.95 1.35

Manual (Maximium Area 250 Sft) Compaction of earthwork

(soft, ordinary, or hard soil)

3.13.3

A) Cu.m. 28.40 28.40

Cu.ft.. 0.80 0.80

B) Compaction by rolling with animal driven roller/hand

rammed.

i) Soft and sandy soil Cu.m. 61.50 61.50

Cu.ft.. 1.75 1.75


Cu.ft.. 1.90 1.90


Cu.ft.. 2.05 2.05


Cu.ft.. 2.25 2.25

C) Ramming earth work (all type of soil) Cu.m. 36.24 36.24

Cu.ft.. 1.05 1.05

D) Ramming earth work behind retaining wall Cu.m. 47.96 47.96

Cu.ft.. 1.35 1.35

3.13.3

3.13.4

A) 95% maximum modified AASHTO dry density. Cu.m. 31.95 289.10

Cu.ft.. 0.90 8.20

B) 90% maximum modified AASHTO dry density. Cu.m. 31.95 243.10

Cu.ft.. 0.90 6.90

C) 85% maximum modified AASHTO dry density. Cu.m. 30.10 220.10

Cu.ft.. 0.85 6.25

Extra for wet earthwork (Supporting man's weight) Cu.m. 71.40 71.40 3.1

Cu.ft.. 2.00 2.00 3.7

Cu.m. 190.05 190.05 3.1

Cu.ft.. 5.40 5.40 3.7

Extra for excavation requiring shoring. Cu.m. 148.05 148.05 3.1

Cu.ft.. 4.20 4.20 3.7

R.M. 22.05 22.05 3.1

R.ft.. 6.70 6.70 3.7

Cu.m. 213.15 213.15 3.13.4

Cu.ft.. 6.05 6.05

Mixing, moisturing earth to optimum moisture content in

layers for compaction.

Extra for slush or daldal including dewatering (Not

supporting man's weight)

Earthwork on small rain water drains, along canal banks,

roads and plantation drains dressed.

Filling and compacting soil, earth and boulders behind

retaining walls (including excavation of soil and lead upto 50

ft. (15m)

Compaction of earthwork in embankment to full depth and

width by approved mechanical means in layer not exceeding

10 inches (230mm) in depth at optimum moisture content

including watering by mechanical means.

3-23-1

3-24

3-25

3-28-1

3-29-1

3-30-1

3-26-1

3-27-1

3 - 8




Rate (Rs.)

UnitRef. Tech.

Specs.

Survey

A) Dag belling 3" (75 mm.) deep Per Km. 1,543.50 1,543.50

Per Mile 2,484.00 2,484.00

B) Cross Sectional Survey for roads using Total Station or

Differential GPS (GNSS)

Per Km. 36,000.00 36,000.00

Per Mile 57,936.40 57,936.40

Sq.m. 120.75 120.75 29.3

Sq.ft.. 11.20 11.20

Berm Cutting. 3.7

A) Cu.m. 107.10 107.10

Cu.ft.. 3.05 3.05

B) Lead upto 50 ft. (15 m.), including dressing Cu.m. 213.15 213.15

Cu.ft.. 6.05 6.05

Berm trimming both sides of channels. 3.7

A) Upto 3 ft. (1.0 m) Channel depth Per Km. 5,187.00 5,187.00

Per Mile 8,347.65 8,347.65

B) Exceeding 3 ft. to 5 ft. (1.0 m to 1.5 m) Channel depth Per Km. 5,040.00 5,040.00

Per Mile 8,111.10 8,111.10

C) Exceeding 5 ft. to 8 ft. (1.5m to 2.5m) Channel depth Per Km. 6,930.00 6,930.00

Per Mile 11,152.75 11,152.75

Ploughing and levelling borrow pits. 3.7

A) Upto 3 ft. (1 m) depth Per Hec. 7,761.75 7,761.75 3.13.3

Per Acre 3,141.05 3,141.05

B) Above 3 ft. (1 m) depth Per Hec. 15,523.50 15,523.50

Per Acre 6,282.15 6,282.15

3.11

3.12.11

A) Unploughed land

i) From 10 ft. to 20 ft. (3 m. to 6 m.) wide R.M. 42.00 42.00

R.ft.. 12.80 12.80

ii) From 20 ft. to 40 ft. (6 m. to 12 m.) wide R.M. 56.70 56.70

R.ft.. 17.30 17.30

B) Carriage by boats upto 1000 ft. (300 m)

i) From 10 ft. to 20 ft. (3 m to 6 m) wide R.M. 29.40 29.40

R.ft.. 8.95 8.95

ii) From 20 ft. to 40 ft. (6 m. to 12 m.) wide R.M. 39.70 39.70

R.ft.. 12.10 12.10

Turfing slopes of banks or lawns with grass sods including

ploughing, laying, setting and watering (Truf obtained from

within a distance of 8km (5 miles) and maintained for 15

days).

Lead upto a single throw of kassi, phaorah or shovel

(without dressing)

Making boundary or service roads including dagbelling,

levelling and dressing.

3-34

3-35

3-36

3-33

3-31-1

3-32-1

3 - 9




Rate (Rs.)

UnitRef. Tech.

Specs.

Earthwork by boats, including hire charges of boats.3.7

A) Digging and loading into boats upto 50 ft. (15 m) lead Cu.m. 178.50 178.50

Cu.ft.. 5.05 5.05

B) Carriage by boats upto 1000 ft. (300 m) Cu.m. 127.50 127.50

Cu.ft.. 3.60 3.60

C) Extra for every additional 100 ft. (30m) or part thereof

beyond 1000 ft. (300m)

Cu.m. 7.50 7.50

Cu.ft.. 0.20 0.20

D) Un-loading Carriage by boats upto 1000 ft. (300 m) Cu.m. 82.95 82.95

Cu.ft.. 2.35 2.35

Cu.m. 71.40 71.40 3.7

Cu.ft.. 2.00 2.00

Cu.m. 165.90 165.90 3.7

Cu.ft.. 4.70 4.70

Cu.m. 107.10 107.10

Cu.ft.. 3.05 3.05

Cu.m. 630.00 630.00

Cu.ft.. 17.85 17.85

3.7

A) Upto 5 ft. (1.5 m) depth


Cu.ft.. 0.10 2.20


Cu.ft.. 0.10 2.90


Cu.ft.. 0.15 4.40


Cu.ft.. 0.20 6.60

B) Below 5 ft. to 10 ft. (1.5 m to 3.0 m) depth


Cu.ft.. 0.10 2.90


Cu.ft.. 0.15 4.40


Cu.ft.. 0.20 6.60

Unloading earth from B.G. trucks and clearing 5 ft. (1.5 m)

from rail

Supplying clean and screened river or pit sand within 500 ft.

(150m)

Unloading earth from B.G. trucks and spreading upto 50 ft.

(15m) from rail

Excavation in open cutting for sewers and manholes as

shown in drawings, dressing to correct sections and

dimensions according to templates and levels and removing

surface water in all types of soil except rock

(i) The rate includes back filling after laying of sewer, which

is payable separately.

(ii) The rate for close/open shuttering & timbering will be as

per item No. 3-43 & 3-44 where actually used at site.

Earthwork by tramway, digging and loading into trucks, upto

50 ft. (15m) lead

3-40-1

3-37

3-39-1

3-38-1

3-42

3-41-1

3 - 10




Rate (Rs.)

UnitRef. Tech.

Specs.


Cu.ft.. 0.30 8.80

C) Below 10 ft. to 15 ft. (3.0 m to 4.5 m) depth


Cu.ft.. 0.10 3.50


Cu.ft.. 0.20 5.30


Cu.ft.. 0.25 7.90


Cu.ft.. 0.35 10.55

D) Below 15 ft. to 20 ft. (4.5 m to 6.0 m) depth


Cu.ft.. 0.15 4.40


Cu.ft.. 0.20 6.60


Cu.ft.. 0.30 8.80


Cu.ft.. 0.35 10.55

3.8.4 (iv)

A) For depth upto 5 ft. (1.5 m.). Sq.m. 54.25 274.85

Sq.ft.. 5.05 25.55

B) For depth below 5 ft. to 10 ft. (1.5 m to 3.0 m.) Sq.m. 62.00 301.80

Sq.ft.. 5.75 28.05

C) For depth below 10 ft. to 15 ft. (3.0 m to 4.5 m.) Sq.m. 69.70 426.50

Sq.ft.. 6.50 39.65

D) For depth below 15 ft. to 20 ft. (4.5 m to 6 m.) Sq.m. 77.45 481.00

Sq.ft.. 7.20 44.70

3.11.4 (iii)

A) For depth upto 5 ft. (1.5 m.). Sq.m. 54.25 197.65

Sq.ft.. 5.05 18.35

B) For depth below 5 ft. to 10 ft. (1.5 m to 3.0 m.) Sq.m. 62.00 224.60

Sq.ft.. 5.75 20.85

C) For depth below 10 ft. to 15 ft. (3.0 m to 4.5 m.) Sq.m. 69.70 317.05

Sq.ft.. 6.50 29.45

Providing and fixing close shuttering and timbering for

excavation in open cutting for sewers and manholes as

shown in drawings and removing of timbering after

completion of job.

Providing and fixing open shuttering and timbering for

excavation in open cutting for sewers and manholes as

shown in drawings and removing of timbering after

completion of job.

3-43

3-44

3 - 11




Rate (Rs.)

UnitRef. Tech.

Specs.

D) For depth below 15 ft. to 20 ft. (4.5 m to 6 m.) Sq.m. 77.45 371.55

Sq.ft.. 7.20 34.55

3.7

3.11.4

A) Upto 4 ft. (1.25 m) depth below S.S.W.L. Cu.m. 346.50 490.90

Cu.ft.. 9.80 13.90

B) Below 4 ft. to 8 ft. ( 1.25 m to 2.50 m ) depth below S.S.W.L. Cu.m. 519.75 664.15

Cu.ft.. 14.70 18.80

C) Exceeding below 8 ft. ( 2.5 m.) depth below S.S.W.L. Cu.m. 693.00 837.40

Cu.ft.. 19.65 23.70

A) Ordinary Soil

i) Plain Area Sq.m. 0.30 12.95

Sq.ft.. 0.05 1.20

ii) Sloppy Sq.m. 0.65 25.90

Sq.ft.. 0.05 2.40

B) Hard Soil


Sq.ft.. 0.05 1.80


Sq.ft.. 0.10 4.00

C) Sandy Soil


Sq.ft.. 0.00 0.80


Sq.ft.. 0.05 1.60

D) Extra for Lazer Levelling

i) Normal Soil Sq.m. 0.30 10.35

Sq.ft.. 0.05 0.95

ii) Hard Soil Sq.m. 0.45 13.80

Sq.ft.. 0.05 1.30

Levelling and dressing the ground by cutting and filling of

earth in depth upto 6 inches including consolidating.

Excavation in open cutting for sewer and manholes as

shown in drawings below sub-soil water level to correct

section and dimension according to templates and levels

including shoring, timbering and shuttering of M.S. sheets

on both sides of the trenches.

3-46

3-45

3 - 12




Rate (Rs.)

UnitRef. Tech.

Specs.

III) Sandy Soil Sq.m. 0.25 8.65

Sq.ft.. 0.02 0.80

Cutting and removing trees within a distance of 100 ft. (30m)

3.12.5

3.12.8

A) Upto 2.5 ft. ( 0.75 m.) girth Each 966.00 966.00

B) Above 2.5 ft. to 6 ft. ( 0.75 m to 1.8 m.) girth Each 1,890.00 1,890.00

Each 1,260.00 1,260.00 3.12.5

Jungle clearance and removing upto 100 ft. ( 30m.)3.12.5

A) Light Sq.m. 180.60 180.60 3.12.8

Sq.ft.. 16.80 16.80

B) Thick Sq.m. 361.20 361.20

Sq.ft.. 33.55 33.55

Uprooting sarkanda growth & disposal upto 100 ft. ( 30 m.) Sq.m. 8.40 8.40 3.12.5

Sq.ft. 0.80 0.80

Ploughing three ( 3 ) times. Per Hec. 9,875.45 9,875.45

Per Acre 3,996.45 3,996.45

Levelling, dressing & making lawns. Sq.m. 35.70 35.70

Sq.ft.. 3.30 3.30

Turfing lawns (excluding cost of truf). Sq.m. 30.45 30.45

Sq.ft.. 2.85 2.85

Sq.m. 42.00 42.00 3.12.5

Sq.ft. 3.90 3.90

Sq.m. 15.75 15.75 3.11.2

Sq.ft.. 1.45 1.45

A) Up to 6m (20Ft) below ground level in dry condition R.M. 2,481.20 2,481.20

R.ft.. 756.28 756.28

B) 6m to 12m below ground level in dry condition R.M. 3,373.70 3,373.70

R.ft.. 1,028.32 1,028.32

C) 12m to 50m below ground level in dry condition R.M. 4,048.40 4,048.40

R.ft.. 1,233.97 1,233.97

Up-rooting & removing stumps upto 100 ft.(30m) from 1.5 ft.

to 6 ft. (0.50m to 1.75m) girth.

3-53-1

3-51-1

3-47

3-48-1

3-50-1

3-52-1

3-55-1

3-49

3-54-1

Excavation of shaft of Karez of internal size of 1m x 1.75m in

including loading and disposal of excavated material within

30m (100 Ft) lead in ordinary soil/sand.

Manual Levelling and dressing the ground by cutting and

filling earth upto 6 inches (150mm) in depth including

consolidating and watering. To be used for area less than

100 sq.m, for areas more than 100 sq.m item No. 3-46 to be

utilized.

Clearing jungle by cutting, removing all shrubs, trees and

taking out entire roots and filling the hollows with earth,

dressing, consolidating and watering the filling including

stacking the serviceable material and disposal of

unserviceable material lead upto 1000 ft. (300 m.)

3-56

3 - 13

E:/Saad Data new/Saad Data new/NESPAK CM Div/AppData/Roaming/Microsoft/AppData/Roaming/Microsoft/Excel/working file baluchistan (25.8.2016)305394180173516602/agreement.docx




Rate (Rs.)

UnitRef. Tech.

Specs.

D) 50m to 75m below ground level in dry condition R.M. 4,655.70 4,655.70

R.ft.. 1,419.07 1,419.07

E) 75m to 100m below ground level in dry condition R.M. 5,121.30 5,121.30

R.ft.. 1,560.99 1,560.99

F) Above 100m below ground level to any depth in dry

condition

R.M. 5,377.40 5,377.40

R.ft.. 1,639.05 1,639.05

G) Additional for wet conditions for items 3-56(A-F) R.M. 15% 15%

R.ft.. 15% 15%

H) Additional for below spring level/in flowing conditions for

items 3-56(A-F)

R.M. 25% 25%

R.ft.. 25% 25%

A) Up to 6m (20Ft) below ground level in any length and in dry

condition

R.M. 3,638.30 3,638.30

R.ft.. 1,108.97 1,108.97

B) 6m to 12m below ground level in any length and in dry

condition

R.M. 5,196.50 5,196.50

R.ft.. 1,583.91 1,583.91

C) 12m to 50m below ground level in any length and in dry

condition

R.M. 6,235.80 6,235.80

R.ft.. 1,900.69 1,900.69

D) 50m to 75m below ground level in any length and in dry

condition

R.M. 7,171.20 7,171.20

R.ft.. 2,185.81 2,185.81

E) 75m to 100m below ground level in any length and in dry

condition

R.M. 7,888.30 7,888.30

R.ft.. 2,404.38 2,404.38

F) Above 100m below ground level in any length and to any

depth in dry condition

R.M. 8,282.70 8,282.70

R.ft.. 2,524.60 2,524.60

G) Additional for wet conditions for items 3-57(A-F) 15% 15%


items 3-57(A-F)

% age 25% 25%

I) Cleaning of Karez silt/debris of any length in the range of

depths as mentioned in items 3-57(A-F)

% age 25% 25%

3-57 Excavation of tunnel of Karez of internal size 1m x 1.75m


30m in ordinary soil/sand

3-58 Excavation of shaft of Karez of internal size of 1m x 1.75m in


30m (100 Ft) lead in hard soil

3 - 14




Rate (Rs.)

UnitRef. Tech.

Specs.


R.ft.. 949.89 949.89


R.ft.. 1,424.84 1,424.84


R.ft.. 1,709.80 1,709.80


R.ft.. 1,966.26 1,966.26


R.ft.. 2,162.89 2,162.89


condition

R.M. 7,450.80 7,450.80

R.ft.. 2,271.03 2,271.03

G) Additional for wet conditions for items 3-58(A-F) % age 15% 15%


items 3-58(A-F)

% age 25% 25%


condition

R.M. 4,674.60 4,674.60

R.ft.. 1,424.84 1,424.84


condition

R.M. 3,864.00 3,864.00

R.ft.. 1,177.76 1,177.76


condition

R.M. 4,636.80 4,636.80

R.ft.. 1,413.31 1,413.31


condition

R.M. 5,332.30 5,332.30

R.ft.. 1,625.30 1,625.30


condition

R.M. 533.20 533.20

R.ft.. 162.52 162.52



R.M. 3,307.50 3,307.50

R.ft.. 1,008.14 1,008.14

G) Additional for wet conditions for items 3-59(A-F) R.M. 15% 15%

R.ft.. 15% 15%


items 3-59A-F

% age 25% 25%

3-59 Excavationof tunnel of Karez of internal size 1m x 1.75m


30m in hard soil

3 - 15




Rate (Rs.)

UnitRef. Tech.

Specs.

I) Additional for Cleaning of Karez silt/debris of any length in

the range of depths as mentioned in items 3-59A-F

% age 20% 20%


R.ft.. 1,465.16 1,465.16


R.ft.. 2,496.83 2,496.83


R.ft.. 2,996.19 2,996.19


R.ft.. 876.31 876.31


R.ft.. 963.94 963.94


condition

R.M. 3,320.60 3,320.60

R.ft.. 1,012.13 1,012.13

G) Additional for wet conditions for items 3-60 from (A-F) % age 15% 15%


items 3-60 from (A-F)

% age 25% 25%


condition

R.M. 6,104.20 6,104.20

R.ft.. 1,860.58 1,860.58


condition

R.M. 8,720.80 8,720.80

R.ft.. 2,658.13 2,658.13


condition

R.M. 10,465.00 10,465.00

R.ft.. 3,189.77 3,189.77


condition

R.M. 12,034.80 12,034.80

R.ft.. 3,668.25 3,668.25


condition

R.M. 13,238.30 13,238.30

R.ft.. 4,035.08 4,035.08

3-60 Excavation of shaft of Karez of internal size of 1m x 1.75 m

in including loading and disposal of excavated material

within 30m (100 Ft) lead in in hard strata including shingle,

gravel or equivalent



30m in hard strata i/c shingle, gravel or equivalent

3 - 16




Rate (Rs.)

UnitRef. Tech.

Specs.



R.M. 1,211.70 1,211.70

R.ft.. 369.33 369.33



items 3-61(A-F)

% age 25% 25%


the range of depths as mentioned in items 3-61 from (A-F)

% age 20% 20%


R.ft.. 3,246.22 3,246.22


R.ft.. 4,160.27 4,160.27


R.ft.. 4,992.32 4,992.32


R.ft.. 5,741.16 5,741.16


R.ft.. 6,315.29 6,315.29


condition

R.M. 21,755.20 21,755.20

R.ft.. 6,631.07 6,631.07



items 3-62(A-F)

% age 25% 25%


condition

R.M. 10,918.40 10,918.40

R.ft.. 3,327.97 3,327.97


condition

R.M. 11,804.10 11,804.10

R.ft.. 3,597.93 3,597.93



30m (100 Ft) lead in soft to medium rock or shale/lime stone

3-63 Excavationof tunnel of Karez of internal size 1m x 1.75 m


30m in in soft to medium rock or shale/lime stone

3 - 17




Rate (Rs.)

UnitRef. Tech.

Specs.


condition

R.M. 14,164.90 14,164.90

R.ft.. 4,317.51 4,317.51


condition

R.M. 16,997.90 16,997.90

R.ft.. 5,181.02 5,181.02


condition

R.M. 20,397.50 20,397.50

R.ft.. 6,217.23 6,217.23



R.M. 24,477.00 24,477.00

R.ft.. 7,460.68 7,460.68



items 3-63(A-F)

% age 25% 25%



% age 20% 20%


R.ft.. 7,130.91 7,130.91


R.ft.. 8,607.26 8,607.26


R.ft.. 10,328.70 10,328.70


R.ft.. 12,394.45 12,394.45


R.ft.. 14,873.32 14,873.32


condition

R.M. 58,555.70 58,555.70

R.ft.. 17,847.99 17,847.99



items 3-64 from (A-F)

% age 25% 25%



30m (100 Ft) lead in hard rock

3 - 18




Rate (Rs.)

UnitRef. Tech.

Specs.


condition

R.M. 16,383.20 16,383.20

R.ft.. 4,993.66 4,993.66


condition

R.M. 36,691.20 36,691.20

R.ft.. 11,183.61 11,183.61


condition

R.M. 44,029.40 44,029.40

R.ft.. 13,420.32 13,420.32


condition

R.M. 52,835.30 52,835.30

R.ft.. 16,104.40 16,104.40


condition

R.M. 63,402.40 63,402.40

R.ft.. 19,325.29 19,325.29



R.M. 76,082.90 76,082.90

R.ft.. 23,190.35 23,190.35

G) Additional for wet conditions for items 3-65 from (A-F) % age 15% 15%


items 3-65(A-F)

% age 25% 25%



% age 20% 20%

Cu.ft..-

11.12

Cutting to a required gradient in all kinds of soil and

disposing the same, levelling, dressing, watering and

consolidation lead upto 100ft. (30m).

Cu.m. 372.75 372.75 3.8

Cu.ft.. 34.65 34.65

Cutting to a required gradient in all kinds of soil and

disposing the same, levelling, dressing but without watering

and consolidation lead upto 100 ft. (30m)

Cu.m. 336.50 336.50

3.8

Cu.ft.. 9.53 9.53

Providing turf only Sq.m. - 210.00

Sq.ft.. - 19.52

Spraying approved anti-termite chemical mixed with water in

the ratio of 1:40

Sq.m. 8.05 104.903.17

Sq.ft.. 0.75 9.75

3-66-1

3-67-1

3-68-1

3-69-1



30m in hard rock.

3 - 19




Rate (Rs.)

UnitRef. Tech.

Specs.

Excavation of trenches for water supply pipe lines upto 5 ft.

(1.5m) depth from ground level, including trimming, dressing

sides, levelling the beds of trenches to correct grade and

cutting pits for joints, etc. complete in all respects including

cost of back filling.

i) Ordinary soil Cu.m. 213.00 213.00

Cu.ft.. 6.03 6.03

ii) Hard Soil Cu.m. 311.25 311.25

Cu.ft.. 8.81 8.81

iii) Shingle and Gravel Cu.m. 336.50 336.50

Cu.ft.. 9.53 9.53

Two coats of hot bitumen soaked with hessian cloth, 1.25kg

of bitumen per square meter for water supply pipe.

Sq.m. 165.00 285.50

Sq.ft.. 15.33 26.53

Cutting rock for water supply pipe lines in trenches upto 5 ft.

(1.5m) depth from ground level, including trimming, dressing

sides, levelling the beds of trenches to correct grade and

cutting pits for joints, etc. complete in all respects including

cost of back filling. Laying of pipes 1 inch to 12 inch of any

Cu.m. 727.00 727.00 3.8

Cu.ft.. 20.59 20.59

Two coats of hot bitumen soaked with hessian cloth, 1.25kg

of bitumen per square meter.

Sq.m. 165.00 285.50

Sq.ft.. 15.33 26.53

Transportation of earth all types when the total distance

including the lead covered in the item of work is more than

250 metres except item No. 3-16(c )

Cu.m.

3.2

3.7


Cu.ft.. 1.80 6.65


Cu.ft.. 1.95 8.15

C) Hard soil Cu.m. 77.90 351.20

Cu.ft.. 2.20 9.95

Please see Section -1

(Carriage)

3-71 (A)

3-71 (B)

3-73 Earthwork excavation in open cutting from 10ft. to 15 ft (3 m

to 4.5 m) depth for storm water channels, drains, sullage

drains in open area, roads, streets lanes and shoring to

protect existing works, shuttering and timbering the trenches

dressed to designed level and dimension, trimming from

trenches, backfilling and disposal of surplus excavated

material upto 100 ft (30 m) including dressing, excluding

removal of surface water from drains.

3-70 (A)

3-70 (B)

3-72-1

3 - 20




Rate (Rs.)

UnitRef. Tech.

Specs.


Cu.ft.. 2.60 11.85

3.2

3.7


Cu.ft.. 2.15 8.35


Cu.ft.. 2.30 9.40

C) Hard soil Cu.m. 91.65 411.10

Cu.ft.. 2.60 11.65


Cu.ft.. 2.95 13.55

3-74 Earthwork excavation in open cutting from 15ft. to 20 ft (4.5

m to 6 m) depth for storm water channels, drains, sullage

drains in open area, roads, streets lanes and shoring to

protect existing works, shuttering and timbering the trenches

dressed to designed level and dimension, trimming from

trenches, backfilling and disposal of surplus excavated

material upto 100 ft (30 m) including dressing, excluding

removal of surface water from drains.

3 - 21


Volume-1


SECTION - 4

DISMANTLING

(Demolition)

1. RATES FOR ALL FINISHED WORKS

INCLUDE THE REMOVAL OF SURPLUS

DEBRIS, UNUSED MATERIAL AND BY PRODUCTS.

2. THE RATES FOR DISMANTLING ROOFS OR

UPPER STOREY FLOOR INCLUDE DISMANTLING

OF ALL MATERIALS, EXCEPT ROOF SUPPORTS

SUCH AS BEAM AND TRUSSES.

3. ADD EXTRA 20% AND 25% FOR SECOND

AND THIRD AND 30% FOR FORTH

AND SUBSEQUENT FLOORS RESPECTIVELY.


Vol-1, 2018Chapter - 4, (Dismantling)

Labour Composite

STONE WORK

4-1-1 Dismantling dry stone masonry Cu.m. 201.60 201.60 4.1

Cu.ft.. 5.70 5.70

4-2-1 Dismantling stone masonry in mud mortar. Cu.m. 297.15 297.15 4.1

Cu.ft.. 8.40 8.40

4-3-1 Dismantling stone masonry in lime or cement mortar. Cu.m. 711.90 711.90 4.1

Cu.ft.. 20.15 20.15

4-4 A) Dismantling dry stone or spawl pitching. Cu.m. 355.95 355.95 4.1

Cu.ft.. 10.10 10.10

B) Dismantling stone or spawl pitching (mud grouted). Cu.m. 135.45 135.45 4.1

Cu.ft.. 3.85 3.85

4-5-1 Cu.m. 593.25 593.25 4.1

Cu.ft.. 16.80 16.80

4-6-1 Dismantling stone pitching, cement or lime grouted. Cu.m. 949.20 949.20 4.1

Cu.ft.. 26.90 26.90

4-7 Dismantling stone in 4.1

A) Wooden crates Cu.m. 474.60 474.60

Cu.ft.. 13.45 13.45

B) Wire mesh crates Cu.m. 593.25 593.25

Cu.ft.. 16.80 16.80

C) Mild steel mesh crates Cu.m. 735.00 735.00

Cu.ft.. 20.80 20.80

4-8-1 Dismantling stoneware drain including base concrete Cu.m. 331.80 331.80 4.1

Cu.ft.. 9.40 9.40

BRICK WORK

4-9-1 Dismantling mud/pise walling Cu.m. 118.65 118.65 4.1

Cu.ft.. 3.35 3.35

4-10-1 Dismantling sundried brick masonry Cu.m. 297.15 297.15 4.1

Cu.ft.. 8.40 8.40

4-11 A) Dismantling dry brick masonry in ground floor Cu.m. 201.60 201.60 4.1

Cu.ft.. 5.70 5.70

B) Extra for first floor Cu.m. 36.75 36.75

Cu.ft.. 1.05 1.05

4-12 A) Dismantling brickwork in mud mortar Cu.m. 415.80 415.80 4.1

Cu.ft.. 11.80 11.80

B) Extra for first floor Cu.m. 73.50 73.50

Cu.ft.. 2.10 2.10

4-13 A) Dismantling brickwork in lime or cement mortar upto 9" width Cu.m. 1,009.05 1,009.05 4.1

Cu.ft.. 28.60 28.60

UnitRate (Rs.)

Sr. No. Description

Dismantling stone or spawl pitching and apron in silted

condition.

Ref. Tech.

Specs.

4 - 1



Labour CompositeUnit

Rate (Rs.)Sr. No. Description

Ref. Tech.

Specs.

B) Cu.m. 1,155.00 1,155.00

Cu.ft.. 32.70 32.70

C) Extra for first floor upto 9" width Cu.m. 173.25 173.25

Cu.ft.. 4.90 4.90

D) Extra for first floor greater than 9" width Cu.m. 204.75 204.75

Cu.ft.. 5.80 5.80

4-14 A) Dismantling cement block masonry upto 8" width Cu.m. 890.40 890.40 4.1

Cu.ft.. 25.20 25.20

B) Dismantling cement block masonry greater than 8" width Cu.m. 1,050.00 1,050.00

Cu.ft.. 29.75 29.75

C) Extra for first floor upto 8" width Cu.m. 157.50 157.50

Cu.ft.. 4.45 4.45

D) Extra for first floor greater than 8" width Cu.m. 189.00 189.00

Cu.ft.. 5.35 5.35

4-15-1 Dismantling dhajji walling Cu.m. 237.30 237.30

Cu.ft.. 6.70 6.70

CONCRETE

4-16-1 Dismantling mud concrete Cu.m. 474.60 474.60 4.1

Cu.ft.. 13.45 13.45

4-17-1 Dismantling lime concrete Cu.m. 653.10 751.05 4.1

Cu.ft.. 18.50 21.25

4-18-1 Dismantling lime or cement concrete under water. Cu.m. 2,492.70 2,866.60 4.1

Cu.ft.. 70.60 81.20

4-19 A) Dismantling plain cement concrete 1 : 2 : 4 & richer mixes Cu.m. 210.00 3,210.00 4.1

Cu.ft.. 5.95 90.90

B) Dismantling plain cement concrete 1 : 3 : 6 Cu.m. 210.00 2,190.00

Cu.ft.. 5.95 62.00

C) Dismantling plain cement concrete 1 : 4 : 8 & leaner mixes Cu.m. 1,305.15 3,285.15

Cu.ft.. 36.95 93.05

D) Dismantling cement concrete with brick aggregate Cu.m. 711.90 818.70

Cu.ft.. 20.15 23.20

E) Dismantling 2 inch (50 mm.) thick cement concrete D.P.C. Cu.m. 355.95 427.15

Cu.ft.. 10.10 12.10

4-20-1 Cu.m. 1,050.00 5,550.00 4.1

Cu.ft.. 29.75 157.20

Dismantling brickwork in lime or cement mortar greater than

9"width

Dismantling reinforced cement concrete, separating

reinforcement from concrete, clearing and straightening the

same

4 - 2





Ref. Tech.

Specs.

ROOFING

4-21-1 Sq.m. 43.05 43.05 4.1

Sq.ft.. 4.00 4.00

4-22 A) Dismantling 1st class tile roofing Sq.m. 108.15 108.15 4.1

Sq.ft.. 10.05 10.05

B) Dismantling 2nd class tile roofing Sq.m. 90.30 90.30

Sq.ft.. 8.40 8.40

4-23-1 Sq.m. 53.55 53.55 4.1

Sq.ft.. 5.00 5.00

4-24 A) Dismantling roof of wooden planks and battens from any height Sq.m. 54.90 54.90

4.1

Sq.ft.. 5.10 5.10

B)

Sq.m. 191.70 191.70

Sq.ft.. 17.80 17.80

4-25-1 Dismantling jack arch roofing including removal of joints Sq.m. 144.90 144.90 4.1

Sq.ft.. 13.45 13.45 4.2.3

4-26-1 Sq.m. 180.60 180.60 4.1

Sq.ft.. 16.80 16.80

4-27 A) Stripping and stacking slate or tiles from the truss roofing Sq.m. 61.95 61.95 4.1

Sq.ft.. 5.75 5.75

B) Stripping and stacking G.I. sheet roof Sq.m. 80.85 80.85

Sq.ft.. 7.50 7.50

C) Sq.m. 110.60 110.60

Sq.ft.. 10.30 10.30

D) Sq.m. 18.45 18.45

Sq.ft.. 1.70 1.70

E) Sq.m. 108.00 108.00

Sq.ft.. 10.05 10.05

4-28-1 Sq.m. 144.90 144.90 4.1

Sq.ft.. 13.45 13.45

FLOORING

4-29-1 Sq.m. 61.95 61.95 4.1

Sq.ft.. 5.75 5.75

4-30 A) Dismantling plank or wooden block flooring etc Sq.m. 90.30 90.30 4.1

Sq.ft.. 8.40 8.40

Dismantling slates or tiles including battens, purlins and

planking.

Dismantling R.B. roof complete with mud and mud plaster,

including separating reinforcement, clearing and straightening

the same.

Dismantling sirki, sarkanda or thached roofing, supported on

battens or ballies

Dismantling wooden ceiling above 20 ft. (6 m.) height in difficult

position, including lifting with care and special scaffolding along

live electric wires with machines underneath

Extra for dismantling G.I. sheet roof above 20 ft. (6 m.) in

difficult position, including lifting with special scaffolding along

live electric wire with machine underneath

Dismantling R.S. beam in ground floor and stacking lead upto

300 ft. (90m.)

Dismantling planked ceiling and its supporting timber in ground

floor including stacking serviceable material & disposal of

unserviceable material upto 300 ft. (90 m.)

Dismantling from any height, asbestos sheets and ridge coping

Dismantling brick or flagged flooring without concrete

foundation.

4 - 3





Ref. Tech.

Specs.

B) Sq.m. 472.50 472.50

Sq.ft.. 43.90 43.90

C) Sq.m. 414.75 414.75

Sq.ft.. 38.55 38.55

D) Sq.m. 389.55 389.55

Sq.ft.. 36.20 36.20

4-31-1 4.1

A) 6 inches to 12 inches (150 mm to 300 mm.) diameter R.M. 105.00 105.00

R.ft.. 32.00 32.00

B) Above 1 ft. to 2 ft. (300mm to 600mm.) diameter R.M. 157.50 157.50

R.ft.. 48.00 48.00

C) Above 2 ft to 3 ft. (600mm to 900mm) diameter R.M. 183.75 183.75

R.ft.. 56.00 56.00

D) Above 3 ft. (900 mm) diameter R.M. 315.00 315.00

R.ft.. 96.00 96.00

WOOD WORK

4-32 A) Removing door with chowkat Each 306.00 306.00 4.1

B) Above 1 ft. to 2 ft. (300mm to 600mm.) diameter Each 240.00 240.00

4-33-1 Removing ventilators and wooden sunshades, etc. Each 126.00 126.00

4-34 A) Dismantling wooden beams upto 13 ft. (4 m.) in length Each 210.00 210.00

B) Dismantling wooden beams from 13 ft to 23 ft. (4 m. to 7 m.)

length

Each 336.00 336.00

4-35 A) Dismantling wooden partition jaffry work Sq.m. 44.25 44.25

Sq.ft.. 4.10 4.10

B) Dismantling wooden Trusses %Kg. 1,191.20 1,191.20

%Kg. 605.15 605.15

4-36-1 Dismantling wooden palisade fencing R.M. 112.20 112.20

R.ft.. 34.20 34.20

IRON WORK

4-37-1 %Kg. 1,348.20 1,348.20 4.1

Cwt. 684.90 684.90

4-38-1 %Kg. 682.50 682.50 4.1

Cwt. 346.70 346.70

4-39-1 Dismantling iron latrine 4.1

Dismantling stone or precast slab floors of any thickness in any

matter including stacking serviceable material and disposing of

surplus material lead upto 300 ft.(90m)

Unit of two

seats1,176.00 1,176.00

Disjoining RCC pipes inside the trench, dismantling and

removing the pipes from the trench and stacking them outside.

Dismantling cement tiled/terrazzo floor in basement, plinth and

ground floor including base mortar and staking salvaged

material (serviceable) and disposing of surplus stuff as directed

within 300 ft. (90 m.)

Dismantling dado or skirting in basement, plinth and ground

floor including base mortar and staking salvaged material

(serviceable) and disposing of surplus stuff as directed within

300 ft. ( 90 m.)

Unloading earth from B.G. trucks and clearing 5 ft. (1.5 m) from

rail

Dismantling iron-work of trusses, sheds, water tanks excluding

cutting of rivets.

4 - 4





Ref. Tech.

Specs.

4-40-14.1

4-41 A) Dismantling B.G. water column Each 8,318.40 8,318.40 4.1

B) Dismantling M.G. or N.G. water column. Each 5,534.40 5,534.40

4-42-1 R.M. 17.85 17.85 4.1

R.ft.. 5.45 5.45

MISCELLANEOUS

4-43-1 Dismantling wire netting of tennis courts and frame work Sq.m. 29.40 29.40 4.1

Sq.ft.. 2.75 2.75

4-44-1 Dismantling cloth ceiling and supporting timber Sq.m. 53.55 53.55 4.1

Sq.ft.. 5.00 5.00

4-45 A) Dismantling and removing road metalling Cu.m. 354.00 354.00 4.1

Cu.ft.. 10.05 10.05

B) Cu.m. 479.00 479.00

Cu.ft.. 13.55 13.55

4-46 A) Sq.m. 14.70 14.70 4.1

Sq.ft.. 1.35 1.35

B)

i) Sq.m. 157.50 157.50

Sq.ft.. 14.65 14.65

ii) Sq.m. 210.00 210.00

Sq.ft.. 19.50 19.50

4-47-1 Sq.m. 30.45 30.45 4.1

Sq.ft.. 2.85 2.85

SCRAPING

4-48 A) White wash or color wash from walls and ceiling Sq.m. 14.70 14.70 4.1

Sq.ft.. 1.35 1.35

B) Ordinary distemper, oil free distemper from walls and ceiling Sq.m. 54.60 54.60

Sq.ft.. 5.05 5.05

4-49-1 Sq.m. 175.95 175.95 4.1

Sq.ft.. 16.35 16.35

4-50-1 Scraping boulders Cu.m. 829.50 829.50 4.1

Cu.ft.. 23.50 23.50

4-51-1 Cleaning mortar of old stones to be used in masonry Cu.m. 420.00 420.00 4.1

Cu.ft.. 11.90 11.90

Each for

25mm bore 279.30 279.30

Dismantling all type of wire fencing including rolling wire into

bundles and collecting material

Dismantling tees,bends or sluice value upto 12 inches (300 mm)

bore

Dismantling glazed or encaustic tiles from walls (where no

scaffolding is required)

4 inches (100 mm) earth filling and mud plaster 1 inch (25 mm)

thick

Removing mud plaster from walls (where no scaffolding is

required)

3 inches (75 mm) earth filling and mud plaster 1 inch (25 mm)

thick

Removing earth, mud plaster and gobri leaping from roof

including disposal up to 100 ft. (90 m)

Dismantling and removing road pavement, etc. including

screening and stacking of by product upto 100 ft. (30 m.) lead.

Removing cement or lime plaster from walls (where no

scaffolding is required)

4 - 5





Ref. Tech.

Specs.

ELECTRICAL WIRING

4-52-1 Per Point 57.00 62.70 4.1

4-53-1 Dismantling plug point and making good damaged surface Per Point 60.00 66.00 4.1

4-54 4.1

A) On surface R.M. 36.00 41.40

R.ft.. 10.95 12.60

B) Recessed in wall R.M. 81.00 93.15

R.ft.. 24.70 28.40

SURFACE RENDERING

4-55-1 Sq.m. 31.50 49.35 4.1

Sq.ft.. 2.95 4.60

4-56-1 Sq.m. 52.50 65.20 4.1

Sq.ft.. 4.90 6.05

4-57-1 Sq.m. 26.25 37.65 4.1

Sq.ft.. 2.45 3.50

4-58 Removing mud plaster & disposing of the rubbish.4.1

A) From walls Sq.m. 42.00 42.15

Sq.ft.. 3.90 3.90

B) From roof Sq.m. 31.50 31.65

Sq.ft.. 2.95 2.95

4-59-1 Sq.m. 48.15 48.30 4.1

Sq.ft.. 4.45 4.50

4-60-1 Sq.m. 21.00 25.40 17

Sq.ft.. 1.95 2.35

4-61-1 17Sq.m. 24.00 35.35

Sq.ft.. 2.25 3.30

4-62-1 Sq.m. 18.00 28.60 17

Sq.ft.. 1.65 2.65

4-63-1 Sq.m. 12.00 16.50 17

Sq.ft.. 1.10 1.55

4-64-1 Dismantling from any height, fiber glass sheets roofing and

ridge

Sq.m. 68.25 68.254.1

Sq.ft.. 6.35 6.35

4-65 Add extra for respective payable item of ground floor

A) For first floor

B) For every additional floor above first floor

Dismantling light, fan and call bell point including casing and

capping strip open type and making good damaged surface

Scraping, rubbing and cleaning of oil bound distemper from

ceiling and walls including removal of rubbish in all floors.

Removing cement or lime plaster of any thickness from ceiling

and disposing of the rubbish in any floor

Scraping, rubbing and cleaning emulsion finish distemper,

snowcem and paints of all sort from walls and ceiling including

removal of rubbish in all floors.

Brushing and cleaning with solution of cautic soda the surface

of stone masonry, brick masonry and concrete including

removal of rubbish in all floor.

Dismantling G.I/ M.S. conduit/ G.I. flexible/ PVC pipes or conduit

wiring etc. of all sizes including making good damaged surface.

%

increase

Removing stains from wood work by scraping or applying any

approved chemical including removal of rubbish from the site

Scraping old paints of all sorts with blow lamp from wood,

plastered, rendered and/or concrete surface including rubbing,

cleaning and removal of rubbish from site

Removing all sorts of varnish and polishes without blow lamp

from wooden surface including removal of rubbish from site

%

increase

Scraping old paint of all sorts with blow lamp from steel and iron

work including rubbing, cleaning and removal of rubbish from

site

10.0%

7.5%

4 - 6


Volume-1


SECTION - 5

PLAIN

AND

REINFORCED

CONCRETE

.

THE STEEL REINFORCEMENT SHALL

HOWEVER BE PAYABLE' SEPARATELY

UNDER APPLICABLE ITEMS 5-43, 5-44 OR 5-65

OF THE SCHEDULE

.

RATES, FOR ALL FINISHED WORKS


DEBRIS, UNUSED MATE'RIAL, BY

PRODUCTS AND SITE CLEARANCE

SCAFOLDING AND FORMWORK RATE

IS FOR ALL TYPES OF MATERIALS

INCLUDING STEEL, WOOD, PLY AND PVC

10 % REDUCTION IN RATS OF CONCRETE WORKS

SHALL BE MADE IF SHINGLE/GRAVEL IS

USED IN PLACE OF CRUSHED AGGREGATE


Vol -1, 2018Chapter - 5, (Plain and Reinforced Concrete)

Labour Composite

5-1-1 Cu.m. 890.40 1,570.20 5.3.1

Cu.ft. 25.20 44.45

5-2 5.3

5.4.3.1

a) 1 : 3 : 6 Cu.m. 1,804.20 5,804.55

Cu.ft. 51.10 164.40

b) 1 : 4 : 8 Cu.m. 1,804.20 5,090.20

Cu.ft. 51.10 144.15

c) 1 : 5 : 10 Cu.m. 1,804.20 4,707.45

Cu.ft. 51.10 133.30

d) 1 : 6 : 12 Cu.m. 1,804.20 4,452.20

Cu.ft. 51.10 126.10

5-3 5.3

5.4.3.1

a) In bed Cu.m. 581.55 -

Cu.ft. 16.45 -

b) On slope Cu.m. 869.70 -

Cu.ft. 24.65 -

5-4 5.4.3.1

a) 1 : 3 : 6 Cu.m. 1,804.20 6,273.65

Cu.ft. 51.10 177.65

b) 1 : 4 : 8 Cu.m. 1,804.20 5,572.45

Cu.ft. 51.10 157.80

c) 1 : 5 : 10 Cu.m. 1,804.20 5,161.35

Cu.ft. 51.10 146.15

d) 1 : 6 : 12 Cu.m. 1,804.20 4,788.95

Cu.ft. 51.10 135.65

5-5 5.4.3.1

a) 1 : 2 : 4 Cu.m. 2,415.75 8,208.90

Cu.ft. 68.40 232.50

b) 1 : 3 : 6 Cu.m. 2,415.75 7,246.30

Cu.ft. 68.40 205.20

c) 1 : 4 : 8 Cu.m. 2,415.75 6,544.05

Cu.ft. 68.40 185.35

d) 1 : 5 : 10 Cu.m. 2,415.75 6,130.75

Cu.ft. 68.40 173.65

e) 1 : 6 : 12 Cu.m. 2,415.75 5,758.40

Cu.ft. 68.40 163.10

Unit

Dry ramming brick/ stone ballast 1-1/2" to 2" (40mm to 50mm) gauge

Providing and laying plain hand mixed cement concrete using sand

approved source and crushed aggregate having maximum size upto

1-1/2" (38mm) & down gauge in foundation and plinth including

leveling, compacting & curing.

Sr. No. DescriptionRef. Tech.

Specs.

Providing and laying plain machine mixed cement concrete using

coarse sand and crushed aggregate having maximum size upto 1-

1/2" (38mm) & down gauge in foundation including levelling,

compacting and curing.

Rate (Rs.)

FOUNDATION FOR BUILDINGS INCLUDING RAFTS, BRIDGES,

WEIRS, APRONS, CULVERTS AND DRAINS

Providing and laying plain hand mixed cement concrete using brick/

Stone ballast 1-1/2" to 2" (40mm to 50mm) with approved source

sand in foundation and plinth including leveling, compacting and

curing.

Extra labour charges on item No. 5-2 above for sedimentation tank or

filter beds of Public Health engineering works

5 - 1



Labour CompositeUnitSr. No. Description

Ref. Tech.

Specs.

Rate (Rs.)

5-6-1 5.4.3.1

Cu.m. 1,550.85 8,102.05

Cu.ft. 43.90 229.45

5-7

a) 1 : 2 : 4 Cu.m. - 92.45

Cu.ft.. - 2.60

b) 1 : 3 : 6 Cu.m. - 96.75

Cu.ft. - 2.75

c) 1 : 4 : 8 Cu.m. - 98.90

Cu.ft. - 2.80

d) 1 : 5 : 10 Cu.m. - 101.05

Cu.ft. - 2.85

e) 1 : 6 : 12 Cu.m. - 103.20

Cu.ft. - 2.90

5-8 5.4

a) 1 : 1 : 2 Cu.m. 2,415.75 11,636.80

Cu.ft. 68.40 329.55

b) 1 : 1.5 : 3 Cu.m. 2,415.75 9,745.95

Cu.ft. 68.40 276.00

c) 1 : 2 : 4 Cu.m. 2,415.75 8,728.35

Cu.ft. 68.40 247.20

d) 1 : 3 : 6 Cu.m. 2,415.75 7,928.20

Cu.ft. 68.40 224.55

e) 1 : 4 : 8 Cu.m. 2,415.75 7,091.90

Cu.ft. 68.40 200.85

5-9-1 5.4

Rm 33.45 164.60 5.3.1.11

Rft 3.11 15.30 5.3.1.8(b)

5-10 5.4

a) 1 : 1 : 2 Cu.m. - 83.85

Cu.ft. - 2.35

b) 1 : 1.5 : 3 Cu.m. - 90.30

0 Cu.ft. - 2.55

c) 1 : 2 : 4 Cu.m. - 94.60

Cu.ft. - 2.70

d) 1 : 3 : 6 Cu.m. - 101.05

Cu.ft. - 2.85

e) 1 : 4 : 8 Cu.m. - 103.20

Cu.ft. - 2.90

Providing and laying 3" x 3" (75mm x 75mm) cement concrete 1:2:4

gola using crushed aggregate at junction of roof slab and wall and

finished with 1/4" (6.4mm) thick cement plaster 1:4 including curing.

Deduct for item 5-8 above if Local sand approved source is used

instead of approved coarse sand.

Providing and laying 1:2:4 cement concrete using approved coarse

sand and crushed aggregate 3/4" (19mm) and down gauge in sills

and Bed Plate including formwork and its removal, compacting and

curing

Deduct for item 5-5 above if Local approved fine sand is used instead

of approved coarse sand

Providing and laying cement concrete using approved coarse sand

and crushed aggregate 3/4" (19mm) & down gauge in foundation

including leveling, compacting and curing.

5 - 2




Ref. Tech.

Specs.

Rate (Rs.)

5-11 5.4

5.6

a) 1 : 2 : 4 Cu.m. 1,675.50 8,888.85

Cu.ft. 47.45 251.75

b) 1 : 3 : 6 Cu.m. 1,675.50 7,926.25

Cu.ft. 47.45 224.50

c) 1 : 4 : 8 Cu.m. 1,675.50 7,224.00

Cu.ft. 47.45 204.60

d) 1 : 5 : 10 Cu.m. 1,675.50 6,810.70

Cu.ft. 47.45 192.90

e) 1 : 6 : 12 Cu.m. 1,675.50 6,438.35

Cu.ft. 47.45 182.35

5-12 5.4

5.6

a) 1 : 2 : 4 Cu.m. 1,675.50 9,318.80

Cu.ft. 47.45 263.90

b) 1 : 3 : 6 Cu.m. 1,675.50 8,608.15

47.45 243.80

c) 1 : 4 : 8 Cu.m. 1,675.50 9,318.80

Cu.ft. 47.45 263.90

d) 1 : 5 : 10 Cu.m. 1,675.50 7,424.30

Cu.ft. 47.45 210.25

e) 1 : 6 : 12 Cu.m. 1,675.50 7,198.70

Cu.ft. 47.45 203.85

WALLS AND PIERS

5-13 5.4

5.6

a) 1 : 1 : 2 Cu.m. 1,550.85 13,314.25

Cu.ft. 43.90 377.05

b) 1 : 1.5 : 3 Cu.m. 1,550.85 11,423.35

Cu.ft. 43.90 323.50

c) 1 : 2 : 4 Cu.m. 1,550.85 10,316.30

Cu.ft. 43.90 292.15

d) 1 : 3 : 6 Cu.m. 1,550.85 9,605.60

Cu.ft. 43.90 272.05

e) 1 : 4 : 8 Cu.m. 1,550.85 9,605.60

Cu.ft. 43.90 272.05

f) Extra for first floor Cu.m. 1,705.95 1,985.85

Cu.ft. 48.30 56.25

g) Extra for every additional floor above first floor Cu.m. 1,667.15 1,877.10

Cu.ft. 47.20 53.15

Providing and laying in situ cement concrete using approved coarse

sand and crushed aggregate having maximum size upto 3/4" (19mm)

and down gauge in foundation including formwork using wooden

braces and without wall ties, compaction, curing and removal of

formwork

Providing & laying in situ cement concrete in wall and piers etc, upto

12" (300 mm) in thickness using approved coarse sand & crushed

aggregate 3/4" (19mm) & down gauge including compacting, curing,

cost of formwork and its removal in basement and ground floor


sand and crushed aggregate having maximum size upto 1-1/2"

(38mm) and down gauge in foundation including formwork and its

removal, compaction and curing

5 - 3




Ref. Tech.

Specs.

Rate (Rs.)

5-14 5.4

5.6

a) 1 : 1 : 2 Cu.m. 1,550.85 12,805.75

Cu.ft. 43.90 362.65

b) 1 : 1.5 : 3 Cu.m. 1,550.85 10,914.90

Cu.ft. 43.90 309.10

c) 1 : 2 : 4 Cu.m. 1,550.85 9,807.80

Cu.ft. 43.90 277.75

d) 1 : 3 : 6 Cu.m. 1,550.85 9,097.15

Cu.ft. 43.90 257.65

e) 1 : 4 : 8 Cu.m. 1,550.85 9,097.15

Cu.ft. 43.90 257.65

f) Extra for first floor Cu.m. 155.10 384.15

Cu.ft. 4.40 10.90

g) Extra for every additional floor above first floor Cu.m. 116.30 288.10

Cu.ft. 3.30 8.15

COLUMNS AND PILLARS

5-15 5.4

5.6

a) 1 : 1 : 2 Cu.m. 1,550.85 14,584.30

Cu.ft. 43.90 413.05

b) 1 : 1.5 : 3 Cu.m. 1,550.85 12,693.45

Cu.ft. 43.90 359.50

c) 1 : 2 : 4 Cu.m. 1,550.85 11,586.35

Cu.ft. 43.90 328.15

d) 1 : 3 : 6 Cu.m. 1,550.85 10,875.70

Cu.ft. 43.90 308.00

e) Extra for first floor Cu.m. 116.30 562.00

Cu.ft. 3.30 15.90

f) Extra for every additional floor above first floor Cu.m. 155.10 421.50

Cu.ft. 4.40 11.95

g) Extra for minarets of mosque Cu.m. 116.30 562.00

Cu.ft. 3.30 15.90

BEAMS, SLABS AND LINTELS

5-16 a) Cu.m. 1,550.85 11,240.75 5.4

Cu.ft. 43.90 318.35 5.6

b) Extra for first floor Cu.m. 155.10 527.45

Cu.ft. 4.40 14.95

c) Extra for every additional floor above first floor Cu.m. 116.30 421.50

Cu.ft. 3.30 11.95

Same as in item 5-13 but in walls and piers above 18" (225mm) in

thickness.


sand and crushed aggregate 3/4" (19mm) and down gauge in beams,

lintels and cantilevers of required shape or section including formwork

and its removal compacting and curing in basement and ground floor.


sand and crushed aggregate 3/4" (19mm) and down gauge in pillars

and columns of any shape in super structure including compacting,

curing, cost of form-work & its removal in basement and ground floor.

5 - 4




Ref. Tech.

Specs.

Rate (Rs.)

5-17 5.4

5.6

a) Upto 6" (150 mm) thickness

i) In basement, plinth and ground floor Cu.m. 1,550.85 11,557.55

Cu.ft. 43.90 327.30

ii) Extra for first floor Cu.m. 155.10 559.10

Cu.ft. 4.40 15.85

iii) Extra for every additional floor above first floor Cu.m. 116.30 419.35

Cu.ft. 3.30 11.90

iv) Extra for sloping roofs for slope more than 15 degrees Cu.m. 77.55 279.55

Cu.ft. 2.20 7.90

b) Above 6" (150 mm) upto 12" (300 mm) thickness


Cu.ft. 43.90 299.25


Cu.ft. 4.40 13.05


Cu.ft. 3.30 9.75


Cu.ft. 2.20 6.55

c) Above 12" (300 mm) thickness


Cu.ft. 43.90 273.45


Cu.ft. 4.40 10.45


Cu.ft. 3.30 7.85


Cu.ft. 2.20 5.25

5-18

i) In Ground Floor Cu.m. 3,279.75 21,800.00

Cu.ft. 92.90 617.40

ii) Extra for first floor Cu.m. 328.00 1,583.35

Cu.ft. 9.30 44.85

iii) Extra for every additional floor above first floor Cu.m. 246.00 1,187.55

Cu.ft. 6.95 33.65

ARCHES AND ORNAMENTAL WORK

5-19 5.4

5.6

a) 1 : 1 : 2 Cu.m. 1,550.85 14,267.60

Cu.ft. 43.90 404.05

b) 1 : 1.5 : 3 Cu.m. 1,550.85 12,376.75

Cu.ft. 43.90 350.50

c) 1 : 2 : 4 Cu.m. 1,550.85 11,269.65

Cu.ft. 43.90 319.15


sand and crushed aggregate 3/4" (19mm) and down gauge in barrel

type shell roof upto 4" (100mm) in thickness including formwork and

its removal, compacting & curing


sand and crushed aggregate 3/4" (19mm) and down gauge in arches

with spandrels, in basement and ground floor including compacting,

curing, cost of formwork and its removal


sand and crushed aggregate 3/4" (19mm) and down gauge in slabs

including formwork and its removal, compacting and curing

5 - 5




Ref. Tech.

Specs.

Rate (Rs.)

d) 1 : 3 : 6 Cu.m. 1,550.85 10,558.95

Cu.ft. 43.90 299.05

e) Extra for first floor Cu.m. 155.10 530.35

Cu.ft. 4.40 15.00

f) Extra for every additional floor above first floor Cu.m. 116.30 397.75

Cu.ft. 3.30 11.25

5-20 a) Cu.m. 1,550.85 13,230.65 5.4

Cu.ft. 43.90 374.70 5.6

b) Extra for first floor Cu.m. 1,705.95 726.45

Cu.ft. 48.30 20.55

c) Extra for every additional floor above first floor Cu.m. 1,667.15 544.80

Cu.ft. 47.20 15.45

5-21 a) Cu.m. 1,550.85 10,571.10 5.4

Cu.ft. 43.90 299.40 5.6

b) Extra for first floor Cu.m. 155.10 460.50

Cu.ft. 4.40 13.05

c) Extra for every additional floor above first floor Cu.m. 116.30 345.35

Cu.ft. 3.30 9.80

UNDER GROUND/ OVERHEAD TANKS

5-22 5.4

5.6

a) Foundation and floor slab Cu.m. 1,550.85 8,193.10

Cu.ft. 43.90 232.05

b) Walls Cu.m. 1,550.85 9,807.80

Cu.ft. 43.90 277.75

c) Top slab upto 6" (150 mm) thick Cu.m. 1,550.85 11,557.55

Cu.ft. 43.90 327.30

5-23 5.4

5.6

a) Column footing Cu.m. 1,550.85 8,193.10

Cu.ft. 43.90 232.05

b) Columns and braces Cu.m. 2,983.35 15,961.10

Cu.ft. 84.50 452.05

c) Beams Cu.m. 2,983.35 16,534.85

Cu.ft. 84.50 468.30

d) Walls Cu.m. 1,550.85 10,676.30

Cu.ft. 43.90 302.35

e) Bottom slab Cu.m. 2,983.35 13,203.05

Cu.ft. 84.50 373.90


sand and crushed aggregate 3/4" (19mm) and down gauge in

underground tank, septic tank and underground drain including

formwork and its removal, compacting and curing.



overhead water tanks and silos at a height of 10m (32.8' ) above

ground level including formwork and its removal, compacting and

curing.



balustrade of stairs or balcony, sun breakers, sun shades, parapets

and eave boards upto 3" (75 mm) of required shape or section

including formwork & its removal, compacting and curing in basement

and ground floor.

BALCONY, SUN SHADES, PARAPETS, EAVE BOARDS AND

STAIRS


sand and crushed aggregate 3/4" (19mm) & down gauge in stairs of

any shape or section including formwork & its removal, compacting

and curing in basement and ground floor.

5 - 6




Ref. Tech.

Specs.

Rate (Rs.)

f) Top slab Cu.m. 2,983.35 14,433.05

Cu.ft. 84.50 408.75

g) Cu.m. 315.00 315.00

Cu.ft. 8.90 8.90

h) Cu.m. 283.50 283.50

Cu.ft. 8.05 8.05

ADDITIONAL FOR CHANGE IN MIX DESIGN

5-24 -1 Cu.m. - 1,107.10 5.4

Cu.ft. - 31.35 5.6

5-25 -1 Cu.m. - 2,997.95 5.4

Cu.ft. - 84.90 5.6

5-26 a) 5.4

5.6

a) 3000 PSI Cu.m. 2,409.25 11,132.90

Cu.ft. 68.25 315.30

b) 4000 PSI Cu.m. 2,409.25 12,022.85

Cu.ft. 68.25 340.50

c) 5000 PSI Cu.m. 2,409.25 15,107.55

Cu.ft. 68.25 427.85

d) Additional for Shuttering and Scafolding (including on a, b or c Cu.m. - 1,420.20

Cu.ft. - 40.20

e) Additional for Shuttering and Scafolding on a, b or c for wall and piers

etc, upto 12" (300 mm) in thickness

Cu.m. - 2,542.30

Cu.ft. - 72.00

f) Additional for Shuttering and Scafolding on a, b or c for wall and piers

etc, 12" to 18" in thickness

Cu.m. - 3,389.75

Cu.ft. - 96.00

g) Additional for Shuttering and Scafolding on a, b or c for wall and piers

etc, 18" to 24" in thickness

Cu.m. - 2,421.25

Cu.ft. - 68.55

h) Additional for Shuttering and Scafolding on a, b or c for wall and piers

etc, upto 24" to 36" in thickness

Cu.m. - 2,118.60

Cu.ft. - 60.00

i) Additional for Shuttering and Scafolding on a, b or c for pillars and

columns of any shape

Cu.m. - 4,165.50

Cu.ft. - 117.95

j) Additional for Shuttering and Scafolding on a, b or c for beams,

lintels and cantilevers of required shape

Cu.m. - 3,466.80

Cu.ft. - 98.20

Extra for every additional height of 3 ft. (1 m) or part thereof above

Item 5-23 (a to f)

Extra on item 5-16 to 5-18 and 5-20 to 5-23 for cement concrete

1:1.5:3 instead of 1:2:4.

Extra on item 5-16 to 5-18 and 5-20 to 5-23 for cement concrete 1:1:2

instead of 1:2:4.

Deduction for every lesser height of 3 ft (1 m.) or part thereof

above Item 5-23 (a to f)

Providing and laying in position ready mixed concrete for reinforced

cement concrete work, using cement content as per approved design

mix, manufactured in fully automatic batching plant and transported to

site of work in transit mixer for all leads, having continuous agitated

mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from

transit mixer to site of laying , excluding the cost of centering,

shuttering finishing and reinforcement including cost of admixtures in

recommended proportions as per mix design to accelerate/ retard

setting of concrete, improve workability without impairing strength and

durability as per direction of the Engineer - in - charge.

5 - 7




Ref. Tech.

Specs.

Rate (Rs.)

k) Extra for Additional for Shuttering and Scafolding on Cu.m. - 3,783.55

Cu.ft. - 107.15

l) Additional for Shuttering and Scafolding on a, b or c for slabs from 6"

upto 9" in thickness

Cu.m. - 3,422.70

Cu.ft. - 96.95

m) Additional for Shuttering and Scafolding on a, b or c for slabs above

9" in thickness

Cu.m. - 2,268.65

Cu.ft. - 64.25

n) Extra for First Floor % age 10.0%

o) Extra for Every Additional Floor after First Floor %age 7.5%

5-27 a) Cu.m. 1,550.85 9,676.55 5.4

Cu.ft. 43.90 274.05 5.6

b) Extra for first floor Cu.m. 1,705.95 371.05

Cu.ft. 48.30 10.50

c) Extra for every additional floor above first floor Cu.m. 1,667.15 278.25

Cu.ft. 47.20 7.90

5-28 5.4

5.6

a) 1 : 2 Sq.m. 556.20 844.95

Sq.ft. 51.70 78.55

b) 1 : 3 Sq.m. 556.20 771.70

Sq.ft. 51.70 71.70

c) 1 : 4 Sq.m. 556.20 736.55

Sq.ft. 51.70 68.45

5-29-1 Cu.m. 1,979.25 9,074.45 5.4

Cu.ft. 56.05 257.00 5.6

5-30

a) Sulphate resisting cement Tonne - 1,200.00

Ton - 1,219.25

b) High alumina cement Tonne - 240.00

Ton - 243.85

c) Rapid hardening cement Tonne - 240.00

Ton - 243.85

5-31-1 Kg. - 353.10 5.4.1.2 e

Lb. - 160.15

5-32-1 Providing and using in concrete any approved 3rd Generation

retarding agent.

Liter - 528.00

5.4.1.2 e

Gallon - 2,397.10

5-33-1 Providing and using in concrete any approved wetting agent. Liter - 261.35 5.4.1.2 e

Gallon - 1,186.55

Providing and using any approved accelerating agent in cement

concrete.

Extra for providing and using cement other than ordinary portland

cement.


sand and crushed aggregate 3/4" (19mm) and down gauge in precast

shelves coping, cornices, eave boards, hood, fencing posts and

manhole covers etc. including formwork & its removal, compacting

and curing in ground floor.

Providing and fixing precast cement concrete jali or louvers upto 2"

(50mm) thick in required shape including formwork and its removal,

compacting and curing.

Providing and laying light weight concrete using 1 cement 6 cinder or

similar material having weight not more than 650 kg/cubic meter

including air-entraining agents, formwork, its removal, compacting

and curing.

5 - 8




Ref. Tech.

Specs.

Rate (Rs.)

5-34 Providing and using concrete additives and Chemical. 5.4.1.2 e

a) Pudlo or similar Kg. - 92.40

Lb. - 41.90

b) Pucca kam or similar Kg. - 46.20

Lb. - 20.95

5-35 -1 Sq.m. 72.30 244.85 8.2.3.1

Sq.ft. 6.70 22.75 13.3.2

5-36 5.4.1.2 g

5.4.6

a) 1/2" (12.5 mm) thick Sq.m. 142.50 1,037.80

Sq.ft. 13.25 96.45

b) 3/4" (19 mm) thick Sq.m. 142.50 1,337.80

Sq.ft. 13.25 124.35

c) 1" (25 mm) thick Sq.m. 142.50 2,087.80

Sq.ft. 13.25 194.05

d) 1-1/2" (37.5 mm) thick Sq.m. 142.50 2,687.80

Sq.ft. 13.25 249.80

e) 2" (50 mm) thick Sq.m. 142.50 3,287.80

Sq.ft. 13.25 305.55

f) G.I. corrugated sheet of any gauge and thickness Kg. 142.50 331.50

Lb. 64.65 150.35

5-37-1 Providing and laying joint sealing compound. Liter 210.00 626.40 5.4.1.2 g

Gallon 953.40 2,843.85

5-38 5.4.1.2 g

a) P.V.C. ribbed water stop 4.5" (114 mm) wide R.M. 82.00 326.95

R.ft. 25.00 99.65

b) P.V.C. ribbed water stop 6" (150 mm) wide R.M. 82.00 361.60

R.ft. 25.00 110.20

c) P.V.C. ribbed water stop 9" (225 mm) wide R.M. 82.00 131.50

R.ft. 25.00 40.10

5-39 -1 R.M. 148.50 270.90 5.5

R.ft. 45.25 82.55

5-40-1 Sq.m. 487.50 874.85 5.5

Sq.ft. 45.30 81.30

5-41-1 5.5

5-42-1 Nicking hard cement concrete surface Sq.m. 55.40 55.40

Sq.ft. 5.15 5.15

34.80Welding (electric) reinforcement with existing bars - joint length 2" to

3" (50mm to 75mm).

12.00Each

Providing and fixing P.V.C. ribbed waterstop in vertical or horizontal

expansion joints including cutting or jointing.

Grouting base plates, rails, anchor bolts foundation bolts and anchor

frames of guide rails etc.

Drilling and grouting holes upto 3" (75 mm) dia in existing concrete for

reinforcement bars.

Forming expansion joints with cork sheet including one coat of

bitumen and preparation of surface.

Providing and applying two coats of hot bitumen (maxphalt 80/100 or

equivalent) using 1.22 kg. per sq.metre for first coat and 1.0 kg. per

Sq.m. for 2nd coat including cleaning the surface, heating and

spraying the asphalt on concrete faces.

5 - 9




Ref. Tech.

Specs.

Rate (Rs.)

STEEL REINFORCEMENT

5-43 a) Ton 7,845.00 115,717.80 5.5

Tonne 7,970.90 117,575.05

b) Ton 2,400.00 2,400.00

Tonne 2,438.50 2,438.50

c) Ton 1,680.00 1,680.00

Tonne 1,706.95 1,706.95

d) Ton 840.00 840.00

Tonne 853.50 853.50

e) Ton 1,680.00 1,680.00

Tonne 1,706.95 1,706.95

f) Extra for first floor on Item No.5-43(a) Ton 2,100.00 2,100.00

Tonne 2,133.70 2,133.70

g) Extra for every additional floor above first floor on item No.5-43(f) Ton 1,260.00 1,260.00

Tonne 1,280.20 1,280.20

5-44 a) Ton 7,845.00 121,945.80 5.5

Tonne 7,970.90 123,903.05

b) Ton 2,400.00 2,400.00

Tonne 2,438.50 2,438.50

c) Ton 1,680.00 1,680.00

Tonne 1,706.95 1,706.95

d) Ton 840.00 840.00

Tonne 853.50 853.50

e) Ton 1,680.00 1,680.00

Tonne 1,706.95 1,706.95


Tonne 2,133.70 2,133.70


Tonne 1,280.20 1,280.20

FOAM CONCRETE

5-45 5.8

a) Cu.m. 2,057.25 7,451.90

Cu.ft. 58.25 211.05

Providing and laying concrete using foaming agent similar and of

equal quality to foamolight. The proportions, mixing, placing and

curing shall be in accordance with the manufacturer's

recommendations.

Providing, fabricating and laying deformed Grade 40 steel

reinforcement (deformed bar) for all kinds of R.C.C work in

foundation, plinth and ground floor including the cost of straightening,

removal of rust, cutting, bending, binding, wastage and providing

such over-laps as are not shown on the drawings. The cost of binding

wire and cement concrete spacer blocks or chairs for binding and

holding the reinforcement in position is inclusive upto 15 ft. (5m)

height

Deduct for every lesser height of 3 ft. (1 m) or part thereof below 30 ft.

(10 m) height on item No.5-43(b)

Extra on item 5-43 (a) for overhead tanks at a height of 30 ft. (10m)

Dry density 320-400 kg/cu.m. with cement & 2.90 pint foamolight and

compressive strength 0.45N/mm2.

Providing, fabricating and laying mild steel Grade 36 (Plain bar)

reinforcement for all kinds of R.C.C work in foundation, plinth

and ground floor including the cost of straightening, removal of

rust, cutting, bending, binding, wastage and providing such

over-laps as are not shown on the drawings. The cost of

binding wire and cement concrete spacer blocks or M.S. chairs

for binding and holding the reinforcement in position is inclusive

upto 15 ft (5m) height.

Extra on item 5-44( c) for every additional height of 3 ft. (1 m) or part

thereof above 50 ft.(15 m) height


(10m) height on item No.5-44(b)


Extra on item 5-44 (b) for every additional height of 3 ft. (1 m) or part

thereof above 30 ft. (10 m) upto 50 ft. (15 m) height





5 - 10




Ref. Tech.

Specs.

Rate (Rs.)

b)

i) Cu.m. 2,057.25 9,996.30

Cu.ft. 58.25 283.10

ii) Cu.m. 2,057.25 10,607.40

Cu.ft. 58.25 300.40

iii) Cu.m. 2,057.25 12,462.15

Cu.ft. 58.25 352.95

c)

i) Cu.m. 2,057.25 8,464.65

Cu.ft. 58.25 239.70

ii) Cu.m. 2,057.25 10,263.35

Cu.ft. 58.25 290.65

iii) Cu.m. 2,057.25 12,035.85

Cu.ft. 58.25 340.85

iv) Cu.m. 2,057.25 14,211.80

Cu.ft. 58.25 402.50

v) Cu.m. 2,057.25 16,840.25

Cu.ft. 58.25 476.95

d)

i) Cu.m. 2,057.25 11,822.70

Cu.ft. 58.25 334.85

ii) Cu.m. 2,057.25 13,946.85

Cu.ft. 58.25 395.00

iii) Cu.m. 2,057.25 16,514.40

Cu.ft. 58.25 467.70

PLUM CONCRETE

5-46 5.4

a) 1 : 2 : 4 Cu.m. 2,415.75 7,601.85

Cu.ft. 68.40 215.30

b) 1 : 3 : 6 Cu.m. 2,415.75 6,488.40

Cu.ft. 68.40 183.75

c) 1 : 4 : 8 Cu.m. 2,415.75 6,117.75

Cu.ft. 68.40 173.25

5-47 5.4

a) 1 : 2 : 4 Cu.m. 2,415.75 7,082.70

Cu.ft. 68.40 200.60

b) 1 : 3 : 6 Cu.m. 2,415.75 6,108.40

Cu.ft. 68.40 173.00

c) 1 : 4 : 8 Cu.m. 2,415.75 5,784.10

Cu.ft. 68.40 163.80

5-48 5.4

a) 1 : 2 : 4 Cu.m. 2,415.75 6,735.30

Cu.ft. 68.40 190.75

Dry density 640-720 kg/cu.m. with 1 cement : 1 sand, 3.75 pint.

foamolight and compressive strength 1.25N/mm2











Providing and laying plum concrete using approved coarse sand and

crushed aggregate 1-1/2"(38mm) & down gauge with 20% stones

including levelling, compacting & curing.




Foamolight and compressive strength 2.50N/mm2






crushed aggregate 1-1/2" (38 mm) & down gauge with 40% boulders

including levelling, compacting and curing.




crushed aggregate 1-1/2" (38 mm) & down gauge with 30% boulders

including levelling, compacting and curing.

5 - 11




Ref. Tech.

Specs.

Rate (Rs.)

b) 1 : 3 : 6 Cu.m. 2,415.75 6,008.05

Cu.ft. 68.40 170.15

c) 1 : 4 : 8 Cu.m. 2,415.75 5,367.15

Cu.ft. 68.40 152.00

5-49 5.4

a) Plinth band Cu.m. 1,550.85 10,459.55

Cu.ft. 43.90 296.20

b) Door band Cu.m. 1,783.50 10,692.20

Cu.ft. 50.50 302.80

c) Roof band Cu.m. 1,783.50 10,566.69

Cu.ft. 50.50 299.25

d) Extra for Item 5-48 b & c above for first floor Cu.m. 267.50 468.95

Cu.ft. 7.60 13.30

e) Cu.m. 133.75 368.75

Cu.ft. 3.80 10.45

5-50-1 Cu.m. 107.50 46,205.30 13.3.3

Cu.ft. 3.05 1,308.45

5-51-1 Sq.m. 107.50 1,688.40 5.4.1.2 g

Sq.ft. 10.00 156.90 5.4.6

5-52-1 Sq.m. 158.70 2,132.85 5.4.1.2 g

Sq.ft. 14.75 198.20 5.4.6

5-53-1 Sq.m. 58.20 3,207.65 5.4.1.2 g

Sq.ft. 5.40 298.10 5.4.6

5-54-1 Liter - 594.00 5.4

Gallon - 2,696.75

5-55-1 Rm 47.15 504.35

Rft 14.38 153.80

5-56 5.3.1.11

5.3.1.8(b)

a) Local Cu.cm. 0.55 2.35

Cu.in. 9.00 38.50

b) Imported Cu.cm. 0.55 7.15

Cu.in. 1.40 18.15

5-57-1 Kg 134.40 348.00

Lb 60.98 157.90

5-58-1 Sq.m. 217.50 3,021.25

Sq.ft. 20.20 280.80

Providing and fixing Elastomeric Bearing Pads (According to Size and

Thickness)

Providing and laying Steel or Metal Bearing Devices

Providing and fixing aluminium angle in corners with rawl plugs and

aluminium screws.

Providing and fixing 4.89 kg/sq.m. aluminium sheet covering of

approved shape and design to expansion joints in walls and columns

including providing clamps and fixing with screws and rawl plugs or

wooden gutties including making slotted holes.

Providing and fixing 4.89 kg/sq.m. crimped copper sheet covering

strips in vertical joints including punching slotted holes and fixing with

wooden gutties or rawl plugs and screws.

Providing and filling Asphalt bitumen mixed with sand at 90 lbs./cu.ft

(1441.5kg/cu.m) of sand in expansion joints of roof slab.

Providing Super Placticizer Concrete Additives

Extra for Item 5-48 b & c for every additional floor above first floor


sand and crushed aggregate 3/4" (19mm.) and down gauge in plinth

band, door band and roof band of required shape or section including

formwork and its removal, compacting and curing in basement and

ground floor but excluding the cost of reinforcement.

Providing and fixing 4.89 kg/sq.m. aluminium sheet covering of

approved shape and design to expansion joints of roof slabs with

slotted holes with wooden gutties and screws.

Providing and Fixing Premoulded Joint Filler 12 Mm Thick With

Bitumastic Joint Seal

5 - 12




Ref. Tech.

Specs.

Rate (Rs.)

5-59-1 Sq.m. 165.00 1,450.15

Sq.ft. 15.35 134.75

5-60-1 Kg. 38.25 255.90

Lb. 17.35 116.10

5-61-1 Rm 1,440.00 58,740.00

Rft 439.02 17,908.50

5-62-1 Rm 1,230.00 145,230.00

Rft 114.31 13,497.20

5-63-1 Rm 1,740.00 481,740.00

Rft 530.49 146,872.00

5-64-1 Rm 720.00 54,120.00

Rft 219.51 16,500.00

5-65 a) Ton 7,845.00 128,365.80 5.5

Tonne 7,970.90 130,426.05

b) Ton 2,400.00 2,400.00

Tonne 2,438.50 2,438.50

c) Ton 1,680.00 1,680.00

Tonne 1,706.95 1,706.95

d) Ton 840.00 840.00

Tonne 853.50 853.50

e) Ton 1,680.00 1,680.00

Tonne 1,706.95 1,706.95


Tonne 2,133.70 2,133.70


Tonne 1,280.20 1,280.20

5-66 a) Rm 180.00 1,242.70 5.4.1.2h

Rft 54.88 378.905.4.6

b) Rm 180.00 1,754.40 5.4.1.2 h

Rft 54.88 534.905.4.6

Providing, fabricating and laying deformed Grade 60 steel

reinforcement (deformed bar) for all kinds of R.C.C work in

foundation, plinth and ground floor including the cost of straightening,

removal of rust, cutting, bending, binding, wastage and providing

such over-laps as are not shown on the drawings. The cost of binding

wire and cement concrete spacer blocks or chairs for binding and

holding the reinforcement in position is inclusive upto 15 ft. (5m)

height







(10m) height on item No.5-65(b)

Providing and Fixing 1.5'' x 3/4 '' Expansion Joint with one

Component Polyurethane Fuel Resistant Sealant including 40 mm

Baker rod and One coat of primer but without Aluminium or Steel

Providing and Fixing 2.0'' x 1 '' Expansion Joint with one Component

Polyurethane Fuel Resistant Sealant including 50 mm Baker rod and

One coat of primer but without Aluminium or Steel cover.

Providing and Fixing Expansion Joint With Cast Aluminium Alloy

Cantilever Teeth For 300mm Movement (USA/EU Make)

Providing and Fixing Expansion Joint Monobloc Type For 65mm

Movement (USA/EU Make)

Providing and Fixing Expansion Joint With Two Extruded Aluminium

Alloy Sections For 50mm Movement (USA/EU Make)

Providing and Fixing Neoprene Rubber Joint Filler 12 Mm Thick With

Bitumastic Joint Seal

Providing and Fixing Steel Expansion Joints (Local)

Providing and Fixing Expansion Joint With Cast Aluminium Alloy

Triangular Teeth For 110mm Movement (USA/EU Make)

5 - 13


Volume-1


SECTION - 6

PRESTRESSED

CONCRETE

1.RATES FOR ALL FINISHED WORKS

INCLUDE THE REMOVAL OF SURPLUS DEBRIS, UNUSED MATERIAL, BY


2.THE PRESTRESSED CONCRETE WORK

SHALL BE CARRIED OUT IN

ACCORDANCE WITH SPECIFICATIONS

LAID DOWN BY FREYSSINET OR

SIMILAR SYSTEM


Vol -1, 2018

Chapter-6, (Prestressed

Concrete)

Labour Composite

6-1-1 Tonne 8,781.90 237,876.45 6.2.1

Ton 8,922.85 241,694.35 6.2.2

6.5.2,

6.5,

6.5.10

6-2-1 Tonne 295.25 797.20 6.5.10

Ton 300.00 810.00

6-3-1 Sq.m. 266.50 549.85 6.5.6

Sq.ft. 24.75 51.10

6-4 6.5.6

a) 1 : 1 : 2 Cu.m. 2,421.00 11,642.05

Cu.ft.. 68.55 329.70

b) 1 : 1.5 : 3 Cu.m. 2,421.00 9,751.20

Cu.ft.. 68.55 276.15

c) 1 : 2 : 4 Cu.m. 2,421.00 8,644.10

Cu.ft.. 68.55 244.80

6-5 a) One job 17.20 204.05 6.3

6.5.6

6-6

a) Upto 50 ft. (15.25 m) length Cu.m. 393.75 597.45

Cu.ft.. 11.15 16.90

b) Above 50 ft. (15.25 m) length Cu.m. 498.75 704.55

Cu.ft.. 14.10 19.95

6-7 6.5.10

a) Upto 50 ft. (15.25 m) length Cu.m. 262.50 463.60

Cu.ft.. 7.45 13.15

b) Cu.m. 210.00 282.00

Cu.ft.. 5.95 8.00

c) Above 50 ft. (15.25 m) length Cu.m. 315.00 1,011.65

Cu.ft.. 8.90 28.65

d) Cu.m. 262.50 536.60

Cu.ft.. 7.45 15.20

6-8 5.4

a) 3000 Psi (28 Cylinder Compressive Strenght) Cu.m. 2,409.25 11,132.90

Cu.ft.. 68.25 315.30

Providing and laying in position ready mixed concrete for reinforced

cement concrete work, using cement content as per approved design

mix, manufactured in fully automatic batching plant and transported to

site of work in transit mixer for all leads, having continuous agitated

mixer, manufactured as per mix design of specified strength for

reinforced cement concrete work including pumping of R.M.C. from

transit mixer to site of laying , excluding the cost of centering,

shuttering finishing and reinforcement including cost of admixtures in

recommended proportions as per mix design to accelerate/ retard

setting of concrete, improve workability without impairing strength and

durability as per direction of the Engineer - in - charge.

Ref. Tech.

Specs.Unit

Providing and pre-stressing 1/2" (12.5 mm) dia. wire strand including

cost of cable, Anchorage cone sets, corrugated steel sheath duct, PE

grout vents, PE grout tube, PVC wraping tape, steel binding wire,

cement grout and grout additive as per specifications including all

arrangements, supply of recorded data in triplicate as per direction of

the Engineer in charge.

Launching and placing of Precast/ Pre-stressed Girder including all

arrangements as per direction of the Engineer in charge


Providing and laying reinforced cement concrete using crushed

aggregate 19mm and down gauge in the prestressed concrete work,

compacting with vibrator and curing but excluding the cost of

reinforcement and shuttering.

Supplying, fabricating and fixing formwork in prestressed concrete

beams of all sections including removal of formwork (Wooden, Steel

Making good requisite anchorage recesses with cement concrete

1:1:2 using crushed aggregate of approved size including formwork

and its removal and cutting.

Stacking post tensioned precast beams and slabs upto lead of 500 ft

(150 m) including loading and unloading

Hoisting post tensioned precast beams and slabs by mechanical

means upto lift of 18 ft (5.5 m) above ground level and placing in

position

Extra for every 12 ft. (3.75m) additional lift or part thereof on item 6-

7(a) above

Extra for every 12 ft. (3.75m) additional lift or part thereof on item 6-

7(c) above

6 - 1


Vol -1, 2018

Chapter-6, (Prestressed

Concrete)

Labour Composite

Ref. Tech.

Specs.Unit


b) Cu.m. 2,409.25 12,022.85

Cu.ft.. 68.25 340.50

c) Cu.m. 2,409.25 15,107.55

Cu.ft.. 68.25 427.85

`

6-9 6.2.1

6.2.2

6.5.2,

6.5,

6.5.10a) up to 50 tonne capacity pile Job - 181,125.00

b) Job - 240,048.00

c) Job - 300,000.00

d) 150 to 200 tonne capacity pile Job - 510,000.00

load testing (initial) of piles including installation of loading platform

and preparation of pile head or construction of test cap and

dismantling of test cap after test etc. complete as per specification and

50 to 100 tonne capacity pile

100 to 150 tonne capacity pile

4000 Psi (28 Cylinder Compressive Strenght)

5000 Psi (28 Cylinder Compressive Strenght)

6 - 2


Volume-1


SECTION - 7

PILE

FOUNDATION

CONCRETE



DEBRIS, UNUSED MATERIAL, BY

PRODUCTS AND SITE CLEARANCE.

2. RATES FOR DRILLING FOR DIFFERENT

SIZES OF PILES SHALL BE THE SAME

AS FOR TUBEWELL GIVEN IN SECTION-

27.


Vol -1, 2018Chapter -7, (Piling Work)

Labour Composite

7-1 a) Rm. 2,386.45 11,408.20 7.2

R.ft. 67.60 323.10

b) Extra if 1 : 1 : 2 mix is used in item 7-1(a) above Cu.m. - 1,804.60

Cu.ft.. - 51.10

c) Deduct if 1 : 2 : 4 mix is used in item 7-1(a) above Cu.m. - 1,615.85

Cu.ft.. - 45.75

7-2-1 Cu.m. 2,079.00 2,204.85 7.3.4

Cu.ft.. 633.70 672.05

7-3-1 Tonne 7,605.00 143,546.25 7.3.1b (ix)

Ton 7,727.05 145,850.15

7-4-1 Tonne 7,605.00 146,539.60 7.3.1b (ix)

Ton 7,727.05 148,891.55

7-5-1 Tonne 7,845.00 115,717.80 7.3.1b (ix)

Ton 7,970.90 117,575.05

7-6-1 Tonne 7,845.00 121,945.80 7.3.1b (ix)

Ton 7,970.90 123,903.05

7-7 5.45.6

a) 1 : 1 : 2 Cu.m. 1,550.85 14,376.45

Cu.ft.. 43.90 407.15

b) 1 : 1.5 : 3 Cu.m. 1,550.85 12,598.50

Cu.ft.. 43.90 356.80

Ref. Tech.

Specs.

Providing and laying concrete for bored cast in situ piles by

tremie pipe or skip bucket using Coarse sand and Crushed

Aggregate 3/4" (19mm) & down gauge in dense homogeneous

concrete nominal mix 1:1.33:2.66 having cube crushing

strength of 34.5 N/mm2 at 28 days. The concrete in the piles is

to be measured by multiplying the cross-sectional area of the

pile by the length of pile as cast, from the head to the butt of the

shoe. Reinforcement & boring of pile is to be measured for

payment separately.

UnitRate (Rs.)

Sr. No. Description

Providing and laying for cast in situ RCC piles

intergraded deformed reinforcement G-60 with and including

the cost of straightening, removing rust, cutting, bending,

binding, welding, wastage, overlaps as are not shown on the

drawings. The cost of binding wire and holding the

reinforcement in position is inclusive.

Providing and laying for cast in situ RCC piles Deformed G-40

steel reinforcement bars with and including the cost of

straightening, removing rust, cutting, bending, binding, welding,

wastage, overlaps as are not shown on the drawings. The

cost of binding wire and holding the reinforcement in position

is inclusive.

Cutting of top of RCC piles of any size including chiseling,

dismantling, straightening the steel and disposal

Providing and laying for pile caps, grade beams and precast

piles mild reinforcement bars (G-40) with and including the cost

of straightening, removing rust, cutting, bending, binding,

welding, wastage, overlaps as are not shown on the drawings.

The cost of binding wire and precast 1:2:4 cement concrete or

M.S. chairs for binding and holding the reinforcement in

position is inclusive.

Providing and laying for pile caps, grade beams, and precast

pile integrated deformed bars (G-60) with and including the cost

of straightening, removing rust, cutting, bending, binding,

wastage, overlaps as are not shown on the drawings. The cost

of binding wire and precast 1:2:4 cement concrete or M.S.

chairs for binding and holding the reinforcement in position is

inclusive.

Providing and laying cement concrete using Coarse Sand &

Crushed Aggregate 3/4" (19 mm) and down gauge in pile caps,

tee beams, and grade beams in dense homogeneous concrete

mix including formwork and its removal, compacting, curing,

and bailing out or pumping out sub-soil water during

concreting, but excluding the cost of reinforcement.

7 - 1



Labour Composite

Ref. Tech.

Specs.Unit


c) 1 : 2 : 4 Cu.m. 1,550.85 11,519.35

Cu.ft.. 43.90 326.25

7-8 7.3.1bi

a) From ground level upto 250 ft (76 m) below ground level

i. 15" to 18" (375 mm to 450 mm) i/d R.M. 6,840.10

R.ft.. 2,085.40

ii. 20" to 30" (500 mm to 750 mm) i/d R.M. 7,524.10

R.ft.. 2,293.93

iii. 32" to 40" (800 to 1000 mm) i/d R.M. 10,260.15

R.ft.. 3,128.09

iv. 46" to 60" (1200 to 1500 mm) i/d R.M. 11,286.15

R.ft.. 3,440.90

b) Exceeding 250 ft (76 m) below ground level

i. 15" to 18" (375 mm to 450 mm) i/d R.M. 8,892.15

R.ft.. 2,711.02

ii. 20" to 30" (500 mm to 750 mm) i/d R.M. 9,781.35

R.ft.. 2,982.12

iii. 32" to 40" (800 to 1000 mm) i/d R.M. 13,338.25R.ft.. 4,066.54

iv. 46" to 60" (1200 to 1500 mm) i/d R.M. 14,672.05R.ft.. 4,473.19

7-9 7.3.1bi

a) From ground level upto 250 ft (76 m) below ground level

i. 15" to 18" (375 mm to 450 mm) i/d R.M. - 12,015.25

R.ft.. - 3,662.30

ii. 20" to 30" (500 mm to 750 mm) i/d R.M. - 13,216.80

R.ft.. - 4,028.55

iii. 32" to 40" (800 to 1000 mm) i/d R.M. - 15,619.85

R.ft.. - 4,761.00

iv. 46" to 60" (1200 to 1500 mm) i/d R.M. - 17,181.85

R.ft.. - 5,237.10

b) Exceeding 250 ft (76 m) below ground level

i. 15" to 18" (375 mm to 450 mm) i/d R.M. - 15,619.85

R.ft.. - 4,761.00

Boring for piling in any kind of soil including extraction of

casing pipe and or using bentonite as applicable in all kinds of

soil except shingle, gravel or rock.

Boring by percussion, direct rotary or reverse rotary method for

piling in any kind of soil including extraction of casing pipe and

or using bentonite as applicable in shingle, gravel or rock.

7 - 2



Labour Composite

Ref. Tech.

Specs.Unit


ii. 20" to 30" (500 mm to 750 mm) i/d R.M. - 17,181.85

R.ft.. - 5,237.10

iii. 32" to 40" (800 to 1000 mm) i/d R.M. - 23,429.80

R.ft.. - 7,141.50

iv. 46" to 60" (1200 to 1500 mm) i/d R.M. - 25,772.80

R.ft.. - 7,855.65

c) Extra of Steel Casing of Shaft Tonne 96,000.00 7.3.1biTon 97,540.80

7-10-1 R.M - 1,591.50

R.ft. - 485.21

7-11-1Sub-soil boring of required dia in rock of all sorts to required

depth complete. R.M

-

2,296.20

R.ft. - 700.06

Sub-soil boring of required dia in all kinds of soil except rock to

required depth complete 4-8 inch inner dia.

7 - 3


Volume-1


SECTION - 8

DAMP PROOF

COURSE

AND

WATER PROOFING



DEBRI.S, UNUSED MATERIAL, BY



Vol -1, 2018

Chapter-8, (Damp Proof Course

and Water Proofing)

Labour Composite

8-1 a) Sq.m. 45.85 198.05 8.1.4

Sq.ft.. 4.25 18.40

8-2 a) Sq.m. 68.80 297.10 8.1.4

Sq.ft.. 6.40 27.60

8-3 a) Same as 8-1(a) but 2" (50 mm) thick damp proof course. Sq.m. 91.70 396.10 8.1.4

Sq.ft.. 8.50 36.80

8-4 a) Sq.m. 79.00 518.95 8.1.4

Sq.ft.. 7.35 48.25

8-5 a) Sq.m. 118.50 778.45 8.1.4

Sq.ft.. 11.00 72.35

8-6 a) Same as 8-4(a) above but with 2" (50 mm) thick damp proof course. Sq.m. 158.00 1,037.90 8.1.4

Sq.ft.. 14.70 96.45

8-7-1 Sq.m. 217.80 521.40 8.1.4

Sq.ft.. 20.25 48.45

8-8-1 Sq.m. 179.70 431.30 8.1.4

Sq.ft.. 16.70 40.10

8-9 a) Sq.m. 142.50 238.50 8.1.4

Sq.ft.. 13.25 22.15

b) Sq.m. 26.25 26.25

Sq.ft.. 2.45 2.45

8-10 a) Sq.m. 79.20 310.70 8.2

Sq.ft.. 7.35 28.90

b) Sq.m. 26.25 26.25

Sq.ft.. 2.45 2.45

8-11 a) Sq.m. 77.60 614.55 8.2.3.5Sq.ft.. 7.20 57.10 8.2.4.7

b) Sq.m. 24.15 24.15

Sq.ft.. 2.25 2.25

Ref. Tech.

Specs.Sr. No.

Extra per one storey height if the building is more than one storey

height.


height.

Same as 8-4(a) above but with 1-1/2" (37.5 mm) thick damp proof

course.

Providing and laying damp proof course of bitumen (hot application) at

the rate of 1.25 Kg. of bitumen per Sq.m. on the smooth finished plinth

surface made of 1/2" (13mm) thick cement plaster 1:4 covered with a

coat of hot bitumen at the rate of 1 Kg. per Sq.m. of surface area

including blinding the top surface with coarse sand using 0.012 Cu.m.

per Sq.m.


height.

Providing and laying on ground floor roof plastic bitumen No.3 at the

rate of 1.45 kg with 0.176 cu.ft.(0.005 cu.m) of coarse sand in first coat

and 1.25 kg. with 0.176 cu.ft (0.005 cu.m). of coarse sand in second

coat over a coat of light diesel oil priming at 0.75 kg per sq.m. including

light ramming.

Same as 8-1(a) above but with 1-1/2" (37.5 mm) thick damp proof

course.

Providing and laying 1" (25.4 mm) thick damp proof course with 1:2:4

cement concrete Coarse Sand and crushed aggregate 1/2" (13mm) and

down gauge including applying a coat of hot bitumen 80/100 or

equivalent using 1.71 Kg per sq.m. and laying single layer of polythene

sheet 0.13 mm thick (500 gauge) on damp proof course, including

cleaning surface and spraying.

UnitRate (Rs.)

Providing and laying 1" (25mm) thick damp proof course with 1:2:4

cement concrete using Coarse Sand and crushed aggregate 1/2"

(13mm) and down gauge mixed with any approved water proofing

agent including compacting, curing, formwork and its removal cost

of water proofing agent will be paid separately.

Description

Providing and laying on ground floor roof ruberoid 3 ply reelia roofing

including asphalt felt No.7 as underlay each treated with ruberoid

compound including providing, flashing and finished with washed

gravel.

Providing a coat of bitumen emulsion at 0.50 kg per sq.m. on walls and

floors in ground floor.

Providing damp proof course on vertical surface with 3/4" (19 mm) thick

cement plaster 1:3 mixed with any approved water proofing agent

including curing and providing a layer of polythene sheet 0.13mm thick

(500 gauge), but excluding the cost of water proofing agent.

8 - 1


Vol -1, 2018


and Water Proofing)

Labour Composite

Ref. Tech.

Specs.Sr. No. Unit

Rate (Rs.)Description

8-12 a) Sq.m. 208.65 427.40 8.2.4.7Sq.ft.. 19.40 39.70

b) Sq.m. 24.15 24.15

Sq.ft.. 2.25 2.25

8-13 a) Same as 8-12(a) but heated asphalt at the rate of 0.90 kg. per sq.m. Sq.m. 171.75 275.60 8.2.4.7Sq.ft.. 15.95 25.60

b) Extra per one storey height if the building is more than one storey

height.

Sq.m. 24.15 24.15

Sq.ft.. 2.25 2.25

8-14 a) Sq.m. 213.75 605.65 8.2.3.6Sq.ft.. 19.85 56.30 8.2.4.1d

b) Sq.m. 26.25 26.25

Sq.ft.. 2.45 2.45

8-15 a) Sq.m. 105.00 353.05 8.1

Sq.ft.. 9.75 32.80 8.2.5

b) Extra for every additional layer of jutoid water proof matting. Sq.m. 52.50 196.00

Sq.ft.. 4.90 18.20

c) Sq.m. 36.75 36.75

Sq.ft.. 3.40 3.40

8-16 a) Sq.m. 105.00 333.25 8.2Sq.ft.. 9.75 30.95 8.2.3.4

8.2.4.7


Sq.ft.. 4.90 16.40

c) Sq.m. 36.75 36.75

Sq.ft.. 3.40 3.40

8-17 a) Sq.m. 105.00 306.65 8.2Sq.ft.. 9.75 28.50


Sq.ft.. 4.90 18.50

c) Sq.m. 36.75 36.75

Sq.ft.. 3.40 3.40

8-18 a) Sq.m. 203.70 944.50 8.2Sq.ft.. 18.95 87.80


height.

Providing and laying water proof matting 1.6 mm to 2.1 mm thick on

top of flat or sloping roofs of ground floor with adhesive No. 70 at the

rate of 0.48 Kg/Sq.m. diluted with 13% of solvent like kerosine oil

including the cost of overlaps, cleaning and scraping the surface with

wire brushes before applying the adhesive and laying jutoid.

Providing and laying on ground floor roofing felt 2 ply over a tack coat

of bitumen at 1.45 kg per sq.m. and sealed with bitumen compound at

the rate of 1.45 kg per sq.m. and blended with washed gravel 9.5mm

and down gauge at the rate of 0.009 cu.m. per sq.m. including

ramming.


height.


height.

Providing and laying heated asphalt on ground floor roof at the rate of

1.95 kg per sq.m. finished with washed gravel 3/8" (9.5 mm) and down

gauge at 0.0295 cu.ft./sq.ft. (0.009 cu.m./sq.m) including ramming and

rounding of corners with cement mortar.


height.

Providing and laying water proof matting 3.2 mm thick on external

faces of walls below ground level, under raft, basement floor, under

floors, plinth and on ground floor roof top with adhesive No.70 at the

rate of 0.48 Kg per Sq.m. diluted with 13% of solvent like kerosine oil

including the cost of overlaps, cleaning & scraping the surface by wire

brushes before applying the adhesive and laying jutoid.

Providing and laying water proof matting 1.6 mm to 2.1 mm thick over

corrugated roof (ground floor roof) with adhesive No.70 at the rate of

1.0 kg. per sq.m. diluted with 13% of solvent like kerosine oil including

the cost of overlaps cleaning and scraping the surface with wire

brushes before aplying the adhesive and laying jutoid.

Providing and laying 1:2:4 cement concrete using Coarse Sand and

crushed aggregate 3/4" (19mm) and down gauge in terraces 3" (75

mm) average thickness to required slope in panels including formwork,

consolidation, finishing, curing, painting the surface with plastic bitumen

No.4 at the rate of 0.73 Kg per Sq.m. blinded with sand at the rate of

0.006 Cu.m. per Sq.m. on ground floor roof.


height.

8 - 2


Vol -1, 2018


and Water Proofing)

Labour Composite

Ref. Tech.

Specs.Sr. No. Unit

Rate (Rs.)Description

b) Sq.m. 126.00 126.00

Sq.ft.. 11.70 11.70

8-19 8.1.4c

a) Single layer Sq.m. 27.30 132.90

Sq.ft.. 2.55 12.35

b) Double layer Sq.m. 54.60 265.80

Sq.ft.. 5.05 24.70

8-20 8.1.4 (c)

a) Single layer Sq.m. 27.30 132.90

Sq.ft.. 2.55 12.35

b) Double layer Sq.m. 54.60 265.80

Sq.ft.. 5.05 24.70

Providing and laying polythene sheet 0.13 mm thick on roof for water

proofing laid as per instructions of the Engineer in ground floor.

Providing and laying polythene sheet 0.13 mm thick under floors for

water proofing laid as per instructions of the Engineer in ground floor.


height.

8 - 3


Volume-1


SECTION - 9

CEMENT

CONCRETE

BLOCK

MASONRY

RATES FOR ALL FINISHED WORKS





Vol -1, 2018

Chapter-9, (Solid Cement

Concrete Masonry)

Labour Composite

9-1 9.29.39.8

a) 4" (100 mm) thick solid block masonry

i) Cement sand mortar 1 : 4 Cu.m. 3,173.20 8,054.05

Cu.ft. 89.85 228.10

ii) Cement sand mortar 1 : 5 Cu.m. 3,173.20 7,948.75

Cu.ft. 89.85 225.10

iii) Cement sand mortar 1 : 6 Cu.m. 3,173.20 7,899.50

Cu.ft. 89.85 223.70

b) 6" (150 mm) thick solid block masonry


Cu.ft. 57.25 194.60


Cu.ft. 57.25 195.15


Cu.ft. 57.25 190.80

c) 8" (200 mm) thick solid block masonry


Cu.ft. 63.45 201.40


Cu.ft. 63.45 201.40


Cu.ft. 63.45 197.05

d) 12" (300 mm) thick solid block masonry


Cu.ft. 50.70 188.55


Cu.ft. 50.70 188.55


Cu.ft. 50.70 184.15

9-2 Same as in item 9-1 but in 1:3:6 cement concrete block

masonry.

9.29.3

a) 4" (100 mm) thick solid block masonry9.8


Cu.ft. 89.85 255.30


Cu.ft. 89.85 250.90


Cu.ft. 89.85 248.35

Ref. Tech.

Specs.

Rate (Rs.)UnitSr. No. Description

Providing and laying 1:4:8 cement concrete block masonry

using Coarse Sand and Approved crushed aggregate 3/4"

(19mm) & down gauge in foundation, basement and plinth

including scaffolding, raking out joints and curing.

9 - 1


Vol -1, 2018


Concrete Masonry)

Labour Composite

Ref. Tech.

Specs.


iv) Cement sand mortar 1 : 6 Cu.m. 3,173.20 8,704.80

Cu.ft. 89.85 246.55



Cu.ft. 57.25 222.35


Cu.ft. 57.25 217.95


Cu.ft. 57.25 215.40


Cu.ft. 57.25 213.60



Cu.ft. 63.45 228.60


Cu.ft. 63.45 224.25


Cu.ft. 63.45 221.70


Cu.ft. 63.45 219.85



Cu.ft. 50.70 215.70


Cu.ft. 50.70 211.35


Cu.ft. 50.70 208.80


Cu.ft. 50.70 206.95

9-3 Same as in item 9-1 but in 1:2:4 cement concrete block

masonry.

9.29.3

a) 4" (100 mm) thick solid block masonry 9.8i) Cement sand mortar 1 : 2 Cu.m. 3,173.20 9,985.65

Cu.ft. 89.85 282.80


Cu.ft. 89.85 274.65


Cu.ft. 89.85 270.30

9 - 2


Vol -1, 2018


Concrete Masonry)

Labour Composite

Ref. Tech.

Specs.



Cu.ft. 89.85 267.75

v) Cement sand mortar 1 : 6 Cu.m. 3,173.20 9,389.10

Cu.ft. 89.85 265.90



Cu.ft. 57.25 249.85


Cu.ft. 57.25 241.70


Cu.ft. 57.25 237.35


Cu.ft. 57.25 234.80


Cu.ft. 57.25 232.95



Cu.ft. 63.45 256.15


Cu.ft. 63.45 248.00


Cu.ft. 63.45 243.60


Cu.ft. 63.45 241.05


Cu.ft. 63.45 239.25



Cu.ft. 50.70 243.25


Cu.ft. 50.70 235.10


Cu.ft. 50.70 230.70


Cu.ft. 50.70 228.15


Cu.ft. 50.70 226.35

9 - 3


Vol -1, 2018


Concrete Masonry)

Labour Composite

Ref. Tech.

Specs.


9-4-1 Cu.m. - 187.45 9.2Cu.ft. - 5.30

9.39.8

9-5-1 Cu.m. - 248.05 9.2Cu.ft. - 7.00

9.39.8

9-6-1 9.29.39.8

a) 4" (100 mm) thick solid block masonry

i) Cement sand mortar 1 : 4 Cu.m. 3,529.45 8,413.85Cu.ft. 99.95 238.30


Cu.ft. 99.95 235.30


Cu.ft. 99.95 233.90



Cu.ft. 67.35 205.35


Cu.ft. 67.35 202.35


Cu.ft. 67.35 200.95



Cu.ft. 72.85 210.90


Cu.ft. 72.85 207.95


Cu.ft. 72.85 206.55



Cu.ft. 50.70 188.55


Cu.ft. 50.70 185.55


Cu.ft. 50.70 184.15

Providing and laying 1:4:8 cement concrete block masonry

using Coarse Sand and Approved crushed aggregate 3/4"

(19mm) and down gauge in ground floor super-structure

including scaffolding, raking out joints and curing.

Extra for every 6.5 ft (2 m.) or part thereof in foundation and

basement masonry deeper than 6.5 ft (2 m.)

Extra for every 5 ft (1.5 m) or part thereof in foundation and

basement masonry deeper than 5 ft (1.5 m).

9 - 4


Vol -1, 2018


Concrete Masonry)

Labour Composite

Ref. Tech.

Specs.


9-7 Same as item 9-6 but in 1:3:6 cement concrete block

masonry.

9.29.3

a) 4" (100 mm) thick solid block masonry 9.8i) Cement sand mortar 1 : 3 Cu.m. 3,529.45 9,373.70

Cu.ft. 99.95 265.45


Cu.ft. 99.95 261.10


Cu.ft. 99.95 258.55


Cu.ft. 99.95 256.70



Cu.ft. 67.35 232.55


Cu.ft. 67.35 228.15


Cu.ft. 67.35 225.60


Cu.ft. 67.35 223.80



Cu.ft. 72.85 238.10


Cu.ft. 72.85 233.75


Cu.ft. 72.85 231.15


Cu.ft. 72.85 229.35



Cu.ft. 50.70 215.70


Cu.ft. 50.70 211.35


Cu.ft. 50.70 208.80


Cu.ft. 50.70 206.95

9 - 5


Vol -1, 2018


Concrete Masonry)

Labour Composite

Ref. Tech.

Specs.


9-8 Same as item 9-6 but in 1:2:4 cement concrete block

masonry.

9.2a) 4" (100 mm) thick solid block masonry 9.3

9.8i) Cement sand mortar 1 : 2 Cu.m. 3,529.45 10,345.45

Cu.ft. 99.95 293.00


Cu.ft. 99.95 284.85


Cu.ft. 99.95 280.45


Cu.ft. 99.95 277.90


Cu.ft. 99.95 276.10



Cu.ft. 67.35 260.05


Cu.ft. 67.35 251.90


Cu.ft. 67.35 247.55


Cu.ft. 67.35 245.00


Cu.ft. 67.35 243.15



Cu.ft. 72.85 265.60


Cu.ft. 72.85 257.50


Cu.ft. 72.85 253.10


Cu.ft. 72.85 250.55


Cu.ft. 72.85 248.75



Cu.ft. 50.70 243.25


Cu.ft. 50.70 235.10

9 - 6


Vol -1, 2018


Concrete Masonry)

Labour Composite

Ref. Tech.

Specs.



Cu.ft. 50.70 230.70


Cu.ft. 50.70 228.15


Cu.ft. 50.70 226.35

9-9-1 % - 10.05 9.29.39.8

9-10-1 % - 34.30 9.3

9.8

9-11-1 Cu.m. 2,811.35 2,811.35 9.2Cu.ft. 79.60 79.60 9.3

9.8

9-12-1 Extra for work in first floor above ground floor. Cu.m. 561.65 561.65 9.2Cu.ft. 15.90 15.90 9.3

9.8

9-13-1 Extra for work in every additional floor above first floor Cu.m. 451.40 451.40 9.2Cu.ft. 12.80 12.80 9.3

9.8

9-14-1 Extra for work in arches in first floor above ground floor. Cu.m. 699.45 699.45 9.2Cu.ft. 19.80 19.80 9.3

9.8

9-15-1 Extra for work in arches in every additional floor above first

floor.

Cu.m. 589.20 589.20

9.2Cu.ft. 16.70 16.70 9.3

9.8

9-16-1 Cu.m. 879.95 879.95 9.2Cu.ft. 24.90 24.90 9.3

9.8

Extra for cement concrete solid block masonry of any

description in any floor or other than building for every 5 ft

(1.5m) height or part thereof beyond 15 ft (4.5m)

Extra for masonry of any description in pillars and columns

of any shape over the rate of respective item

Extra for masonry of any description in arches, architrave

coping and cornice of any shape over the rate of the

respective item

Extra for masonry of any description of bonding old and new

masonry including making recesses in old masonry. The

measurement will be made for the actual new masonry

inserted in old masonry

9 - 7


Volume-1


SECTION - 10

CEMENT

CONCRETE

HOLLOW

BLOCK

MASONRY





0.NO PAYMENT SHALL BE MADE FOR

FORMING CAVITIES IN BLOCK AND NO

DEDUCTION TO BE MADE FOR

HOLLOWNESS IN BLOCKS


Vol -1, 2018

Chapter - 10, (Hollow Cement

Concrete Block Masonry)

Labour Composite

10-1 10.210.3

10.8

a) 4" (100 mm) thick hollow block masonry


Cu.ft. 112.35 213.35


Cu.ft. 112.35 210.30


Cu.ft. 112.35 208.55


Cu.ft. 112.35 207.25

b) 6" (150 mm) thick hollow block masonry


Cu.ft. 71.55 148.75


Cu.ft. 71.55 146.10


Cu.ft. 71.55 144.60


Cu.ft. 71.55 143.50

c) 8" (200 mm) thick hollow block masonry


Cu.ft. 79.35 172.30


Cu.ft. 79.35 169.25


Cu.ft. 79.35 167.50


Cu.ft. 79.35 166.20

d) 12" (300 mm) thick hollow block masonry


Cu.ft. 63.35 146.70


Cu.ft. 63.35 142.80


Cu.ft. 63.35 140.50


Cu.ft. 63.35 138.85

Providing and laying 1:3:6 cement concrete block

masonry using Coarse Sand and Approved crushed

aggregate 1/2" (13mm) & down gauge including

scaffolding, raking out joints and curing in basement.

Sr. No. Description UnitRate (Rs.) Ref. Tech.

Specs.

10 - 1


Vol -1, 2018





Specs.

10-2Same as item 9-17 but in 1:2:4 concrete hollow block

masonry. 10.2a) 4" (100 mm) thick hollow block masonry 10.3i) Cement sand mortar 1 : 2 Cu.m. 3,966.50 8,136.85 10.8

Cu.ft. 112.35 230.45


Cu.ft. 112.35 224.80


Cu.ft. 112.35 221.75


Cu.ft. 112.35 220.00


Cu.ft. 112.35 218.70



Cu.ft. 71.55 162.15


Cu.ft. 71.55 157.30


Cu.ft. 71.55 154.70


Cu.ft. 71.55 153.20


Cu.ft. 71.55 152.10



Cu.ft. 79.35 188.35


Cu.ft. 79.35 182.70


Cu.ft. 79.35 179.65


Cu.ft. 79.35 177.90


Cu.ft. 79.35 176.65



Cu.ft. 63.35 162.55


Cu.ft. 63.35 155.30


Cu.ft. 63.35 151.40


Cu.ft. 63.35 149.10

10 - 2


Vol -1, 2018





Specs.


Cu.ft. 63.35 147.45

10-3 10.210.310.8



Cu.ft. 124.95 225.05


Cu.ft. 124.95 222.00


Cu.ft. 124.95 220.25


Cu.ft. 124.95 219.00



Cu.ft. 84.20 160.75


Cu.ft. 84.20 158.10


Cu.ft. 84.20 156.60


Cu.ft. 84.20 155.50



Cu.ft. 91.10 183.30


Cu.ft. 91.10 180.30


Cu.ft. 91.10 178.50


Cu.ft. 91.10 177.25



Cu.ft. 63.35 146.00


Cu.ft. 63.35 142.10


Cu.ft. 63.35 139.85


63.35 138.20

Providing and laying 1:3:6 cement concrete hollow block

masonry using Coarse Sand and Approved crushed

aggregate 1/2" (12.7mm) thick and down gauge including

scaffolding, raking out joints and curing in ground floor

superstructure.

10 - 3


Vol -1, 2018





Specs.

10-4



Cu.ft. 124.95 242.05


Cu.ft. 124.95 236.40


Cu.ft. 124.95 233.40


Cu.ft. 124.95 231.60


Cu.ft. 124.95 230.35



Cu.ft. 84.20 174.10


Cu.ft. 84.20 169.25


Cu.ft. 84.20 166.70


Cu.ft. 84.20 165.15


Cu.ft. 84.20 164.10



Cu.ft. 63.35 171.35


Cu.ft. 63.35 165.70


Cu.ft. 63.35 162.65


Cu.ft. 63.35 160.90


Cu.ft. 63.35 159.65



Cu.ft. 63.35 161.75


Cu.ft. 63.35 154.50


Cu.ft. 63.35 150.65

Same as item 9-19 but in 1:2:4 cement concrete hollow

block masonry.

10 - 4


Vol -1, 2018





Specs.


Cu.ft. 63.35 148.35


Cu.ft. 63.35 146.75

10-5Extra for hollow block masonry in first floor

superstructure.

Cu.m. 668.60 668.60

Cu.ft. 18.95 18.95

10-6 Cu.m. 530.75 530.75

Cu.ft. 15.05 15.05

10-7 Cu.m. 82.15 96.55

Cu.ft. 2.35 2.75

Extra for hollow block masonry in every additional floor

above first floor.

Extra for cement concrete hollow block masonry of any

description in any floor or other than building for every 5 ft

(1.5m) height or part thereof beyond 15 ft (4.5m)

10 - 5


Volume-1


SECTION - 11

BRICK WORK


Vol -1, 2018Chapter - 11, (Brick Work)

Labour Composite

11-1 11.6.2

11.16

a) Upto 4.5" (115 mm) nominal thick brick work Cu.m. 2,460.00 6,624.86

Cu.ft. 69.65 187.60

b) Above 4.5" (115mm) nominal thick brickwork Cu.m. 1,845.00 5,420.95

Cu.ft. 52.25 153.50

11-2 11.4.1

11.6.4

11.6.4


Cu.ft. 55.05 236.15


Cu.ft. 40.60 208.95

11-3 11.4.1

11.6.2b

11.6.4

a) Upto 4.5" (115 mm) nominal thick brick work

i) Cement Sand 1 : 2 Cu.m. 1,943.70 9,856.35

Cu.ft. 55.05 279.15

ii) Cement sand 1 : 3 Cu.m. 1,943.70 9,428.20

Cu.ft. 55.05 267.00

iii) Cement sand 1 : 4 Cu.m. 1,943.70 9,198.00

Cu.ft. 55.05 260.50

iv) Cement sand 1 : 5 Cu.m. 1,943.70 9,063.70

Cu.ft. 55.05 256.70

v) Cement sand 1 : 6 Cu.m. 1,943.70 8,967.80

Cu.ft. 55.05 253.95

vi) Cement sand 1 : 7 Cu.m. 1,943.70 8,910.25

Cu.ft. 55.05 252.35

vii

)

Cement sand 1 : 8 Cu.m. 1,943.70 8,852.70

Cu.ft. 55.05 250.70

b) Above 4.5" (115mm) nominal thick brickwork

i) Cement Sand 1 : 2 Cu.m. 1,433.70 9,584.65

Cu.ft. 40.60 271.45

Ref. Tech.

Specs.Sr. No. Description Unit

Rate (Rs.)

Providing and laying sundried clay bricks set in mud mortar

including scaffolding in foundation and substructure

Providing and laying first class solid burnt brick masonry

(Brick Strength:1800psi-2000psi) set in mud mortar including

and raking out joints in foundation and substructure i/c cost of

testing


(Brick Strength:1800psi-2000psi) including scaffolding, raking

out joints and curing in foundation and

substructure/Basement i/c cost of testing

11 - 1



Labour Composite

Ref. Tech.


Rate (Rs.)


Cu.ft. 40.60 254.55


Cu.ft. 40.60 244.95


Cu.ft. 40.60 239.40

v) Cement sand 1 : 6 Cu.m. 1,433.70 8,312.30

Cu.ft. 40.60 235.40


Cu.ft. 40.60 233.00

vii

)

Cement sand 1 : 8 Cu.m. 1,433.70 8,143.45

Cu.ft. 40.60 230.65

11-4 11.7


Cu.ft. 56.85 116.80


Cu.ft. 74.05 136.90

11-5 11.7

11.8

a) Upto 9" (230 mm) nominal thick tile masonry Cu.m. 1,941.55 4,126.30

Cu.ft. 55.00 116.85

b) Above 9" (230 mm) nominal thick tile masonry Cu.m. 2,162.70 4,347.45

Cu.ft. 61.25 123.10

11-6-1 Cu.m. 309.75 309.75 11.6.4

Cu.ft. 8.75 8.75

11-7-1 Cu.m. 231.00 231.00 11.6.4

Cu.ft. 6.55 6.55

11-8-1 Cu.m. 309.75 356.20 11.7

Cu.ft. 8.75 10.10 11.9

Extra for every additional 6 ft (2m) or part thereof for arch

brick or tile masonry in foundation and basement masonry

deeper than 6ft (2m)

Extra for providing and laying first class burnt brick masonry

(Brick Strength:1800psi-2000psi) for arches of any kind of

wall including scaffolding, formwork and its removal, raking

out joints and curing including basement and i/c cost of

testing.

Extra for providing and laying first class tile masonry for

arches of any kind of walls including scaffolding, formwork

and its removal, raking out joints and curing in foundations,

basement and plinth.

Extra for every additional 6 ft (2 m) or part thereof in

foundation and basement masonry deeper than 6 ft (2 m)

Extra for every additional 5 ft (1.5 m) or part thereof in plinth

higher than 5 ft (1.5m)

11 - 2



Labour Composite

Ref. Tech.


Rate (Rs.)

11-9-1 Cu.m. 231.00 265.65 11.7

Cu.ft. 6.55 7.50 11.8

11-10 11.6.2

11.19


Cu.ft. 63.70 183.45


Cu.ft. 49.30 152.20

11-11 11.4.1

11.6.2

11.6.4


Cu.ft. 68.75 187.90


Cu.ft. 50.75 158.90

11-12 11.4.1

11.6.2

a) Upto 4.5" (115 mm) nominal thick brick work 11.6.4

i) Cement Sand 1 : 2 Cu.m. 2,427.45 10,458.75

Cu.ft. 68.75 296.20


Cu.ft. 68.75 283.90


Cu.ft. 68.75 277.25


Cu.ft. 68.75 273.40

v) Cement sand 1 : 6 Cu.m. 2,427.45 9,556.90

Cu.ft. 68.75 270.65


Cu.ft. 68.75 269.00

vii

)

Cement sand 1 : 8 Cu.m. 2,427.45 9,440.05

Cu.ft. 68.75 267.35


(Brick Strength:1800psi-2000psi) including scaffolding, raking

out joints and curing in ground floor superstructure and i/c

cost of testing

Extra for every additional 5 ft (1.5m) or part thereof for arch

brick or tile masonry in plinth higher than 5ft (1.5m)

Providing and laying sundried clay bricks set in mud mortar

including scaffolding in ground floor superstructure


(Brick Strength:1800psi-2000psi) set in mud mortar including


superstructure and i/c cost of testing

11 - 3



Labour Composite

Ref. Tech.


Rate (Rs.)


i) Cement Sand 1 : 2 Cu.m. 1,917.45 10,190.65

Cu.ft. 54.30 288.60


Cu.ft. 54.30 271.45


Cu.ft. 54.30 261.75


Cu.ft. 54.30 256.05

v) Cement sand 1 : 6 Cu.m. 1,917.45 8,899.20

Cu.ft. 54.30 252.05


Cu.ft. 54.30 249.60

vii

)

Cement sand 1 : 8 Cu.m. 1,917.45 8,727.85

Cu.ft. 54.30 247.20

11-13 11.7

a) Upto 4.5" (115 mm) nominal thick brick work Cu.m. 91.05 2,623.20

Cu.ft. 2.60 74.30

b) Above 4.5" (115mm) nominal thick brickwork Cu.m. 346.05 2,776.65

Cu.ft. 9.80 78.65

11-14 11.7

11.8

a) Upto 9" (230 mm) nominal thick tile masonry 4,426.05 6,610.80

Cu.ft. 125.35 172.80


Cu.ft. 110.90 187.20

11-15 Extra for masonry in pillars and columns in foundation 11.6.4

a) Rectangular or square shape Cu.m. 1,347.30 1,392.85

Cu.ft. 38.15 39.45


(Brick Strength:1800psi-2000psi) for arches of any kind of

wall including scaffolding, formwork and its removal, raking

out joints and curing in ground floor superstructures and i/c

cost of testing

Extra for providing and laying first class tile masonry for

arches of any kind of walls including scaffolding, formwork

and its removal, raking out joints and curing in ground floor

superstructures.

11 - 4



Labour Composite

Ref. Tech.


Rate (Rs.)

b) Round shape Cu.m. 2,959.80 3,325.95

Cu.ft. 83.80 94.20

11-16 11.6.4

a) Rectangular or square shape Cu.m. 863.55 909.10

Cu.ft. 24.45 25.75

b) Round shape Cu.m. 2,476.05 2,842.20

Cu.ft. 70.10 80.50

11-17-1 Extra for masonry of any description in steps. Cu.m. 1,174.80 1,174.80 11.6.4

Cu.ft. 33.25 33.25

11-18-1 Cu.m. 317.65 428.80 11.10

Cu.ft. 9.00 12.15

11-19 11.9


i) Cement Sand 1 : 2 Cu.m. 1,540.50 7,861.05

Cu.ft. 43.65 222.65


Cu.ft. 43.65 213.85


Cu.ft. 43.65 209.15


Cu.ft. 43.65 206.40

v) Cement sand 1 : 6 Cu.m. 1,540.50 7,219.10

Cu.ft. 43.65 204.45


Cu.ft. 43.65 203.25

vii

)

Cement sand 1 : 8 Cu.m. 1,540.50 7,135.95

Cu.ft. 43.65 202.10


i) Cement Sand 1 : 2 Cu.m. 1,491.75 6,592.70

Cu.ft. 42.25 186.70

Providing and laying first class burnt brick honey comb

masonry (Brick Strength:1800psi-2000psi) including

scaffolding, raking out joints where required and curing in

ground floor superstructure (opening not to be deducted for

the purpose of measurement) and i/c cost of testing

Extra for masonry in pillars and cloumns in ground floor

superstructure

Extra for masonry of any description for bonding old and new

masonry including making recesses as required (New

masonry inserted in old masonry to be measured)

11 - 5



Labour Composite

Ref. Tech.


Rate (Rs.)


Cu.ft. 42.25 179.65


Cu.ft. 42.25 175.85


Cu.ft. 42.25 173.60

v) Cement sand 1 : 6 Cu.m. 1,491.75 6,074.65

Cu.ft. 42.25 172.05


Cu.ft. 42.25 171.10

vii

)

Cement sand 1 : 8 Cu.m. 1,491.75 6,007.55

Cu.ft. 42.25 170.15

11-20 11.11

a) Upto 9" (230 mm) nominal thick brick work Cu.m. 4,289.55 4,603.35

Cu.ft. 121.50 130.35

b) Above 13.5" (345 mm) nominal thick brick work Cu.m. 3,779.55 4,093.35

Cu.ft. 107.05 115.95

11-21 11.8

11.11


Cu.ft. 150.35 152.30


Cu.ft. 135.95 137.85

11-22 11.15


Cu.ft. 84.45 88.90


Cu.ft. 70.00 74.45


(Brick Strength:1800psi-2000psi) architrave of required

shape of any kind of walls including cutting bricks to required

shape, scaffolding, raking out joints and curing in ground floor


Extra for providing and laying first class burnt tile masonry

architrave of required shape of any kind of walls including

cutting tiles to required shape, scaffolding, raking out joints

and curing in ground floor superstructure.


(Brick Strength:1800psi-2000psi) coping of required shape

any kind of walls including cutting bricks to required shape,



11 - 6



Labour Composite

Ref. Tech.


Rate (Rs.)

11-23 11.15


Cu.ft. 127.75 129.80


Cu.ft. 106.10 108.10

11-24 11.10


Cu.ft. 59.15 59.15


Cu.ft. 48.35 48.35

11-25 11.10


Cu.ft. 127.75 120.85


Cu.ft. 75.40 68.50

11-26 a) Extra for brick masonry (Brick Strength:1800psi-2000psi) in

first floor

Cu.m. 654.90 674.55 11.10

Cu.ft. 18.55 19.10

b) Extra for brick or tile masonry in every additional floor over

first floor.

Cu.m. 419.25 431.85

Cu.ft. 11.85 12.25

11-27 a) Extra for brick or tile masonry arches in first floor. Cu.m. 812.40 877.40 11.10

Cu.ft. 23.00 24.85

b) Extra for brick or tile masonry in every additional floor over

first floor.

Cu.m. 576.75 622.90 11.10

Cu.ft. 16.35 17.65

11-28 a) Extra for honey comb masonry (Brick Strength:1800psi-

2000psi) in first floor

Cu.m. 497.40 512.30 11.9

Cu.ft. 14.10 14.50


coping of required shape any kind of walls including cutting

tiles to required shape, scaffolding, raking out joints and

curing in ground floor superstructure.


(Brick Strength:1800psi-2000psi) cornice, moulding, string

course and drip course of required shape in any kind of walls

including cutting of bricks to required shape, scaffolding,

raking out joints and curing in ground floor superstructure and

i/c cost of testing


cornice, moulding, barges, string course and drip course of

required shape in any kind of walls including cutting tiles to

required shape, scaffolding, raking out joints and curing in

ground floor superstructure

11 - 7



Labour Composite

Ref. Tech.


Rate (Rs.)

b) Extra for honey comb masonry in every additional floor over

first floor.

Cu.m. 419.25 431.85

Cu.ft. 11.85 12.25

11-29 11.6

a) Upto 13.5" (345 mm) nominal thick brick masonry

i) Cement Sand 1 : 2 Cu.m. 2,494.95 10,928.35

Cu.ft. 70.65 309.50


Cu.ft. 70.65 293.90


Cu.ft. 70.65 285.55


Cu.ft. 70.65 280.65

v) Cement sand 1 : 6 Cu.m. 2,494.95 9,787.00

Cu.ft. 70.65 277.15


Cu.ft. 70.65 275.10

vii

)

Cement sand 1 : 8 Cu.m. 2,494.95 9,639.15

Cu.ft. 70.65 273.00

b) Above 13.5" (345 mm) nominal thick brick masonry

i) Cement Sand 1 : 2 Cu.m. 1,894.95 10,620.00

Cu.ft. 53.65 300.75


Cu.ft. 53.65 280.00


Cu.ft. 53.65 269.50


Cu.ft. 53.65 263.40

v) Cement sand 1 : 6 Cu.m. 1,894.95 9,145.75

Cu.ft. 53.65 259.00


Cu.ft. 53.65 256.40

vii

)

Cement sand 1 : 8 Cu.m. 1,894.95 8,960.30

Cu.ft. 53.65 253.75

Providing and laying first class brick masonry (Brick

Strength:1800psi-2000psi) in steining of walls including

scaffolding and curing upto 10 ft (3 m) depth and i/c cost of

testing.

11 - 8



Labour Composite

Ref. Tech.


Rate (Rs.)

c) Cu.m. 283.50 292.00

Cu.ft. 8.05 8.25

11-30 11.12

a)

i) Cement Sand 1 : 2 Cu.m. 3,017.25 9,865.20

Cu.ft. 85.45 279.40


Cu.ft. 85.45 266.15


Cu.ft. 85.45 260.70


Cu.ft. 85.45 256.55

v) Cement sand 1 : 6 Cu.m. 3,017.25 8,952.65

Cu.ft. 85.45 253.55


Cu.ft. 85.45 251.75

vii

)

Cement sand 1 : 8 Cu.m. 3,017.25 8,825.90

Cu.ft. 85.45 249.95

b)

i) Cement Sand 1 : 2 Cu.m. 3,197.25 10,749.80

Cu.ft. 90.55 304.45


Cu.ft. 90.55 287.95


Cu.ft. 90.55 277.30


Cu.ft. 90.55 272.20

v) Cement sand 1 : 6 Cu.m. 3,197.25 9,542.50

Cu.ft. 90.55 270.25

Extra for every additional 5 ft (1.5 m) depth or part thereof for

brick masonry in steining of walls.

Providing and laying first class burnt brick masonry (Brick

Strength:1800psi-2000psi) cavity walls bonded with wall ties

of approved design at required horizontal and vertical

spacings including scaffolding, raking out joints and curing in

ground floor superstructure and i/c cost of testing but

excluding the cost of wall ties (No deduction will be made

from the measurement for cavity in the wall).

2" to 3" (50 mm to 75 mm) nominal cavity and 4.5" (115 mm)

wall width on either side.

2" to 3" (50 mm to 75 mm) nominal cavity and 4.5" (115 mm)

wall width on one side and 9" (230 mm) wall width on the

other side.

11 - 9



Labour Composite

Ref. Tech.


Rate (Rs.)


Cu.ft. 90.55 268.05

vii

)

Cement sand 1 : 8 Cu.m. 3,197.25 9,327.20

Cu.ft. 90.55 264.15

c)

i) Cement Sand 1 : 2 Cu.m. 2,852.25 11,026.35

Cu.ft. 80.80 312.25


Cu.ft. 80.80 288.75


Cu.ft. 80.80 276.10


Cu.ft. 80.80 268.75

v) Cement sand 1 : 6 Cu.m. 2,852.25 9,303.50

Cu.ft. 80.80 263.50


Cu.ft. 80.80 260.30

vii

)

Cement sand 1 : 8 Cu.m. 2,852.25 9,080.35

Cu.ft. 80.80 257.15

d)

i) Cement Sand 1 : 2 Cu.m. 3,107.25 10,927.00

Cu.ft. 88.00 309.45


Cu.ft. 88.00 291.50


Cu.ft. 88.00 281.85


Cu.ft. 88.00 276.20

v) Cement sand 1 : 6 Cu.m. 3,107.25 9,610.35

Cu.ft. 88.00 272.15


Cu.ft. 88.00 269.75

2" to 3" (50mm to 75mm) nominal cavity and 4.5" (115mm)

wall width on one side and 13.5" (345mm) wall width on other

side.

2" to 3" (50 mm to 75 mm) nominal cavity and 9" (230 mm)

wall width on either side.

11 - 10



Labour Composite

Ref. Tech.


Rate (Rs.)

vii

)

Cement sand 1 : 8 Cu.m. 3,107.25 9,439.80

Cu.ft. 88.00 267.35

e) Extra for brick masonry in cavity walls in first floor Cu.m. 746.25 782.05

Cu.ft. 21.15 22.15

f) Cu.m. 505.50 529.75

Cu.ft. 14.30 15.00

11-31


i) Cement Sand 1 : 2 Cu.m. 2,514.96 12,264.05

Cu.ft. 71.25 347.35


Cu.ft. 71.25 291.70


Cu.ft. 71.25 287.30


Cu.ft. 71.25 284.80

v) Cement sand 1 : 6 Cu.m. 2,514.96 9,991.35

Cu.ft. 71.25 282.95


Cu.ft. 71.25 281.85

vii

)

Cement sand 1 : 8 Cu.m. 2,514.96 9,914.40

Cu.ft. 71.25 280.80


i) Cement Sand 1 : 2 Cu.m. 2,362.14 11,850.60

Cu.ft. 66.90 335.60


Cu.ft. 66.90 289.50


Cu.ft. 66.90 282.90


Cu.ft. 66.90 279.00

Extra for brick masonry in cavity walls in every additional floor

above first floor

Providing and laying first class hollow burnt brick masonry

(Brick Strength:1800psi-2000psi) in walls including



11 - 11



Labour Composite

Ref. Tech.


Rate (Rs.)

v) Cement sand 1 : 6 Cu.m. 2,362.14 9,754.85

Cu.ft. 66.90 276.25


Cu.ft. 66.90 274.60

vii

)

Cement sand 1 : 8 Cu.m. 2,362.14 9,638.05

Cu.ft. 66.90 272.95

11-32 11.9


i) Cement Sand 1 : 2 Cu.m. 2,881.26 11,638.55

Cu.ft. 81.60 329.60


Cu.ft. 81.60 301.60


Cu.ft. 81.60 294.90


Cu.ft. 81.60 291.00

v) Cement sand 1 : 6 Cu.m. 2,881.26 10,176.10

Cu.ft. 81.60 288.20


Cu.ft. 81.60 286.50

vii

)

Cement sand 1 : 8 Cu.m. 2,881.26 10,057.55

Cu.ft. 81.60 284.85


i) Cement Sand 1 : 2 Cu.m. 2,707.73 11,485.15

Cu.ft. 76.70 325.25


Cu.ft. 76.70 297.75


Cu.ft. 76.70 288.05


Cu.ft. 76.70 282.45

Providing and laying first class perforated brick masonry in

walls including scaffolding, raking out joints and curing in

ground floor superstructure.

11 - 12



Labour Composite

Ref. Tech.


Rate (Rs.)

v) Cement sand 1 : 6 Cu.m. 2,707.73 9,830.95

Cu.ft. 76.70 278.40


Cu.ft. 76.70 276.00

vii

)

Cement sand 1 : 8 Cu.m. 2,707.73 9,660.50

Cu.ft. 76.70 273.60

11-33 a) Extra for hollow and perforated brick masonry in first floor Cu.m. 654.90 674.55

Cu.ft. 18.55 19.10

b) Cu.m. 419.25 431.85

Cu.ft. 11.85 12.25

11-34-1 Kg. 23.80 163.80 11.13

Lb. 10.80 74.30

11-35-1 Ton 10,110.00 125,096.60 11.13

Tonne 10,272.25 123,005.51

11-36-1 Kg. 32.15 137.90 11.13

Lb. 14.60 62.55

11-37-1 Kg. 36.95 140.90 11.12.3

Lb. 16.75 63.90

11-38-1 Tonne 1,756.80 116,659.85 11.13

Ton 1,785.00 118,532.25

11-39-1 Kg. 36.05 141.80 11.13

Lb. 16.35 64.30

11-40 a) Extra for mild steel bars or hoop iron reinforcement in first

floor.

Kg. 5.70 6.10 11.13

Lb. 2.60 2.75

Extra for hollow and perforated brick masonry in every

additional floor over first floor.

Providing and laying fabric steel reinforcement 1" (25 mm)

wire mesh weighing not less than 2 kg/sq.m. including cutting

to required shape and size, overlaps, wastage etc. the

reinforcement shall be embeded in every third horizontal

course in basement, plinth and ground floor.

Providing and placing hoop iron in steining of brick work in

wells including cutting, straightening, bending, wastage,

overlaps and placing in position upto 5 ft.(1.5 m) depth or part

thereof.

Providing and laying mild steel reinforcement bars in brick

work including straightening, removing rust, cutting, bending,

wastage, overlaps, placing in position, tying with binding wire

(cost of binding wire included) in basement, plinth and ground

floor.

Providing and laying hoop iron reinforcement in brick work

including straightening, cutting, punching, overlaps, wastage

and placing in position including anti-corrosive bitumastic

paint two coats in basement, plinth and ground floor.

Flat iron wall ties size 8" x 3/4" x 1/4" (200 mm x 20 mm x 5

mm) weighing 39.25 kg per sq.m or 200 mm x 20 mm x 4 mm

weighing 31.4 kg./ Sq.m.

Providing and placing mild steel reinforcement bars in

steining of brick work in wells. Vertical bars are to be placed

in two staggered rows and at 10" (250mm) centered in each

row including straightening, removing of rust, cutting,

bending, binding, wastage, overlaps, placing in position and

tying with binding wire upto 5ft. (1.5m) depth or part thereof.

11 - 13



Labour Composite

Ref. Tech.


Rate (Rs.)

b) Kg. 3.60 3.85

Lb. 1.65 1.75

11-41-1 Kg. 6.25 6.75 11.13

Lb. 2.85 3.05

11-42 11.17

a) 4.5" (115 mm) nominal thick fire brick lining in walls of fire

places.

Cu.m. 4,538.70 13,035.25

Cu.ft. 128.55 369.15

b) 9" (230 mm) nominal thick fire brick lining in walls of fire

places.

Cu.m. 3,901.20 9,809.25

Cu.ft. 110.50 277.80

11-43 11.17

a) 4.5" (115 mm) nominal thick fire brick lining in arches of fire

places.

Cu.m. 5,128.50 16,427.85

Cu.ft. 145.25 465.25

b) 9" (230 mm) nominal thick fire brick lining in arches of fire

places.

Cu.m. 4,491.00 15,917.75

Cu.ft. 127.20 450.80

11-44 11.17

a) 4.5" (115 mm) nominal thick fire brick lining in walls of fire

places.

Cu.m. 4,538.70 13,686.45

Cu.ft. 128.55 387.60

b) 9" (230 mm) nominal thick fire brick lining in walls of fire

places.

Cu.m. 3,901.20 13,002.90

Cu.ft. 110.50 368.25

11-45 11.17

Extra for mild steel or hoop iron reinforcement in steining of

brickwork in wells for every additional 5 ft (1.5m) depth or

part thereof beyond 5ft (1.5m) depth.

Providing and laying fire brick lining in walls for fire places

laid in mortar of high alumina cement and fine aggregate of

crushed fire brick 1:2 including scaffolding in basement,

plinth and ground floor superstructures.

Providing and laying fire brick lining in arches for fire places

laid in mortar of high alumina cement and fine aggregate of

crushed fire brick 1:2 including scaffolding in basement,

plinth and ground floor superstructures.

Providing and placing hoop iron in steining of brick work in

wells including cutting, straightening, bending, wastage,

overlaps and placing in position upto 5 ft.(1.5 m) depth or part

thereof.

Providing and laying fire brick lining in walls for fire places

laid in vitrified fire clay mortar including scaffolding in

basement, plinth and ground floor.

Providing and laying fire brick lining in arches for fire places

with vitrified fire clay mortar including scaffolding, formwork

and its removal in basement, plinth & ground floor.

11 - 14



Labour Composite

Ref. Tech.


Rate (Rs.)

a) 4.5" (115 mm) nominal thick fire brick lining in arches of fire

places.

Cu.m. 5,128.50 14,705.50

Cu.ft. 145.25 416.45

b) 9" (230 mm) nominal thick fire brick lining in arches of fire

places.

Cu.m. 4,491.00 13,982.20

Cu.ft. 127.20 396.00

11-46 a) Extra for first floor over item 11-42 to 11-45 Cu.m. 654.90 674.55

Cu.ft. 18.55 19.10

b) Extra for every additional floor above first floor over item 11-

46(a)

Cu.m. 419.25 431.85

Cu.ft. 11.85 12.25

11-47-1 Cu.m. 2,802.00 12,831.60 11.21

Cu.ft. 79.35 363.40

11-48 11.4.1

11.6

a) Cu.m. 4,032.00 12,963.15

Cu.ft. 114.20 367.10

b) Cu.m. 2,802.00 15,695.35

Cu.ft. 79.35 444.50

c) Cu.m. 2,502.00 13,998.75

Cu.ft. 70.85 396.45

11-49 11.4.1

11.6

a) 3" nominal thick cantilever slab and sun shade etc. Cu.m. 3,942.00 19,433.25

Cu.ft. 111.65 550.35

b) 4.5" (115mm) nominal thick cantilever slab and sun shade

etc.

Cu.m. 3,582.00 16,046.30

Cu.ft. 101.45 454.45

11.4.1

11-50 Cu.m. 5,607.00 16,427.15 11.6

Cu.ft. 158.80 465.25

R.B. Slab 4.5" nominal thick including 1.5" thick R.C.C. ribs

and 1.5" thick cover on top.

R.B. Slab 8" nominal thick including 2" thick R.C. ribs, 1.5"

thick cover on top and 4 brick panel laid in cement sand

mortar 1:3.

Providing and laying reinforced first class burnt bricks set in

cement sand mortar 1:3 in cantilever slab, sun shade etc.

including formwork and its removal curing but excluding the

cost of reinforcement in basement and ground floor.


cement sand mortar 1:3 in stair case waist slab and landing

of required section including scaffolding and formwork and its

removal, curing but excluding the cost of reinforcement in

basement and ground floor.


cement sand mortar 1:3 in lintel including scaffolding,

fromwork and its removal, curing but excluding the cost of

reinforcement in basement, plinth and ground floor.

Providing and laying reinforced first class burnt bricks with

cement concrete in ribs and on top using crushed aggregate

3/4" and down gauge, mix not leaner than 1:2:4 including

formwork and its removal, compacting, curing but excluding

the cost of reinforcement in basement and ground floor.

R.B. Slab 6" nominal thick including 1.5" (38mm) thick R.C.C.

ribs and 1.5" thick cover on top.

11 - 15



Labour Composite

Ref. Tech.


Rate (Rs.)

11-51 a) Extra for R.B. masonry for first floor. Cu.m. 329.25 339.15

Cu.ft. 9.30 9.60

b) Extra for every additional floor above first floor over item 11-

46(a)

Cu.m. 329.25 339.15

Cu.ft. 9.30 9.60

11-52-1 Extra labour for profile and flared out walls. Cu.m. 524.25 540.00

Cu.ft. 14.85 15.30

11-53 Extra labour for pucca brick work in piers and abutment.

a) Above 10 ft to 20 ft (3 m to 6 m) height Cu.m. 408.00 420.25

Cu.ft. 11.55 11.90

b) Above 20 ft (6 m) height Cu.m. 756.75 779.45

Cu.ft. 21.45 22.05

11-54-1 Cu.m. 122.40 1,346.40

Cu.ft. 3.45 38.15

11-55 Extra for dressing or chamfering bricks.

a) Special architectural bricks % Nos. 855.00 855.00

b) All other purposes % Nos. 427.50 427.50

11-56

11.18

a) Foundation, basement and plinth Cu.m. 1,819.35 7,213.65

Cu.ft. 51.55 204.30

b) Walls in superstructure Cu.m. 1,888.75 7,283.00

Cu.ft. 53.50 206.25

11-57-1 Cu.m. 720.00 7,985.15

Cu.ft. 20.40 226.15 14.8

11-58-1 Providing pise wall (mud walling) in superstructure. Cu.m. 757.50 867.65

Cu.ft. 21.45 24.55 11.19

11-59-1 Cleaning bricks dismantled from kacha pacca masonry. % Nos. 1,470.00 1,470.00

4.1

11-60-1 Scraping bricks dismantled from pacca masonry. % Nos. 2,835.00 2,835.00

4.1

Providing and laying ghilafi brick work 13.5" (345mm)

nominal thick including scaffolding and raking out joints with

1:5 mortar

Providing and laying first class burnt bricks (Brick Strength:

1800psi - 2000psi) flooring or pitching dry bricks laid flat and

i/c cost of testing.

Extra to face work 4.5" (115 mm) nominal thick using special

bricks instead of first class burnt bricks.

11 - 16



Labour Composite

Ref. Tech.


Rate (Rs.)

11-61-1 Cu.m. 11.55 1,347.51

Cu.ft. 0.35 38.15 3.10

11-62-1 Chamfering sides of head regulators to increase width. Cu.m. 892.50 892.50

Cu.ft. 25.30 25.30

11-63-1 Replacing Kallar eaten bricks Each 51.00 69.25

11-64-1Repairing corners of bridges and other hydraulic masonry

works.Each 510.00 875.40

11-65-1 Extra labour for drains of bath rooms etc. R.M. 127.50 127.50

R.ft. 38.85 38.85

11-66-1 Extra work for Marrow corners. Each 255.00 279.00

11.6.4.4c

11-67-1 Cu.m. 80.20 94.60

Cu.ft. 2.25 2.70 11.7

11-68-1 Tonne 1,596.00 1,627.90 5.5

Ton 1,621.60 1,654.05

% age

increase15%

With sand excavated from outside, lead upto 25 km including

royality of sand, no additional lead shall be paid without prior

approval of Engineer incharge.

11-69-1 Extra for Brick masonry of height above 12 ft but upto 24 ft on

Ground Floor only

Extra for first class burnt solid or hollow block or tile masonry

of any description in any floor or other than building for every

1.50 m. height or part thereof beyond 4.5m.

Extra for reinforcement in brick work of any description for

every 5 ft 1.5m height or part thereof beyond 15 ft or 4.5m.

11 - 17


Volume-1


SECTION - 12

STONE MASONRY

1.NO DEDUCTION IN MEASUREMENTS SHALL

BE MADE FOR OPENING HAVING SUPERFICIAL AREA NOT EXCEEDING

ONE SQUARE FOOT (0.35 SQUARE METERS).


Vol -1, 2018Chapter -12, (Stone Masonry)

Labour Composite

12-1-1 Cu.m. 2,466.00 3,931.30 12.2.1

Cu.ft. 69.85 111.35

12-2-1 Cu.m. 3,030.00 4,537.40 12.2.4

Cu.ft. 85.80 128.50

12-3-1 Cu.m. 2,493.00 3,826.50 12.2.4

Cu.ft. 70.60 108.35

12-4 12.2

a) In mud mortar Cu.m. 2,316.00 3,628.80

Cu.ft. 65.60 102.75

b) In Cement, Coarse Sand mortar

1 : 3 Cu.m. 2,316.00 6,462.70

Cu.ft. 65.60 183.05

1 : 4 Cu.m. 2,316.00 5,864.70

Cu.ft. 65.60 166.10

1 : 6 Cu.m. 2,316.00 5,264.70

Cu.ft. 65.60 149.10

1 : 8 Cu.m. 2,316.00 4,956.25

Cu.ft. 65.60 140.35

12-5 12.2


Cu.ft. 113.60 189.25


1 : 3 Cu.m. 4,431.00 9,355.80

Cu.ft. 125.50 264.95

1 : 4 Cu.m. 4,431.00 8,995.90

Cu.ft. 125.50 254.75

1 : 6 Cu.m. 4,431.00 8,489.45

Cu.ft. 125.50 240.45

1 : 8 Cu.m. 4,431.00 8,236.25

Cu.ft. 125.50 233.25

12-6 12.2


Cu.ft. 86.82 129.82


1 : 3 Cu.m. 3,063.00 7,103.75

Cu.ft. 86.75 201.20

1 : 4 Cu.m. 3,063.00 6,603.75

Cu.ft. 86.75 187.00

Ref. Tech.

Specs.

Rate (Rs.)

Providing, dressing and laying dry uncoursed rubble masonry in

retaining or compound walls including scaffolding.

Unit

Providing, dressing and laying uncoursed rubble masonry in

foundation, plinth and basement including scaffolding and curing.

Providing, dressing and laying coursed rubble masonry in


Providing, dressing and laying dry coursed rubble masonry in

retaining or compound walls including scaffolding.

Providing, dressing and laying dry coursed or uncoursed rubble

pitching of any thickness

Sr.No. Description

Providing, dressing and laying random rubble stone masonry in


12 - 1



Labour Composite

Ref. Tech.

Specs.

Rate (Rs.)UnitSr.No. Description

1 : 6 Cu.m. 3,063.00 6,066.65

Cu.ft. 86.75 171.80

1 : 8 Cu.m. 3,063.00 5,798.05

Cu.ft. 86.75 164.20

12-7 12.3

a) In Cement, Coarse Sand mortar

1 : 3 Cu.m. 16,074.25 20,275.60

Cu.ft. 455.25 574.20

1 : 4 Cu.m. 16,074.25 20,045.40

Cu.ft. 455.25 567.70

1 : 6 Cu.m. 16,074.25 19,975.95

Cu.ft. 455.25 565.75

12-8 12.3

a) In cement, sand mortar

1 : 3 Cu.m. 13,004.68 18,343.55

Cu.ft. 368.30 519.50

1 : 4 Cu.m. 13,004.68 17,990.55

Cu.ft. 368.30 509.50

1 : 6 Cu.m. 13,004.68 15,231.75

Cu.ft. 368.30 431.35

12-9 12.3


1 : 3 Cu.m. 9,833.85 14,205.84

Cu.ft. 278.50 402.30

1 : 4 Cu.m. 9,833.85 13,636.75

Cu.ft. 278.50 386.20

1 : 6 Cu.m. 9,833.85 13,074.01

Cu.ft. 278.50 370.25

12-10


1 : 3 Cu.m. 11,430.60 18,411.65

Cu.ft. 323.70 521.45

1 : 4 Cu.m. 11,430.60 18,095.85

Cu.ft. 323.70 512.50

Providing dressing and laying Ashlar rock rustic or quarry faced

masonry in foundation, plinth and basement including scaffolding

and curing.

Providing dressing and laying Ashlar rough tooled or blocks in

course masonry in foundation, plinth and basement including

scaffolding and curing.

Providing dressing and laying Ashlar Fine masonry in foundation,

plinth and basement including scaffolding and curing.

Providing dressing and laying Ashlar chamferred masonry in


12 - 2



Labour Composite

Ref. Tech.

Specs.


1 : 6 Cu.m. 11,430.60 17,742.85

Cu.ft. 323.70 502.50

12-11 12.3


1 : 3 Cu.m. 13,142.03 23,310.65

Cu.ft. 372.20 660.15

1 : 4 Cu.m. 13,142.03 22,192.74

Cu.ft. 372.20 628.50

1 : 6 Cu.m. 13,142.03 21,256.05

Cu.ft. 372.20 602.00

12-12 12.2.2


Cu.ft. 74.70 156.00


1 : 3 Cu.m. 3,363.00 7,720.32

Cu.ft. 95.25 218.65

1 : 4 Cu.m. 3,363.00 7,095.31

Cu.ft. 95.25 200.95

1 : 6 Cu.m. 3,363.00 6,480.70

Cu.ft. 95.25 183.55

1 : 8 Cu.m. 3,363.00 6,391.13

Cu.ft. 95.25 181.00

12-13 12.2.3


Cu.ft. 125.40 201.65


1 : 3 Cu.m. 4,600.20 9,059.43

Cu.ft. 130.30 256.55

1 : 4 Cu.m. 4,600.20 8,301.86

Cu.ft. 130.30 235.10

1 : 6 Cu.m. 4,600.20 7,439.61

Cu.ft. 130.30 210.70

1 : 8 Cu.m. 4,600.20 7,348.38

Cu.ft. 130.30 208.10

12-14 12.2.3


Cu.ft. 143.30 210.10


1 : 3 Cu.m. 4,642.19 8,440.07

131.45 239.05

Providing dressing and laying Ashlar fine stone masonry in plain or

chequerred tread or risers of steps in course masonry in

foundation, plinth basement & ground floor, including scaffolding

and curing.

Providing, dressing and laying uncoursed rubble masonry in

superstructure including scaffolding and curing in ground floor.

Providing, dressing and laying coursed rubble masonry in

superstructure including scaffolding and curing in ground floor

(steel reinforcement if used will be paid separately)

Providing, dressing and laying random rubble stone masonry in


12 - 3



Labour Composite

Ref. Tech.

Specs.


1 : 4 Cu.m. 4,642.19 7,931.82

Cu.ft. 131.45 224.65

1 : 6 Cu.m. 4,642.19 7,376.44

Cu.ft. 131.45 208.90

1 : 8 Cu.m. 4,642.19 7,070.80

Cu.ft. 131.45 200.25

12-15 12.3


1 : 3 Cu.m. 13,267.33 22,814.82

Cu.ft. 375.75 646.15

1 : 4 Cu.m. 13,267.33 22,388.19

Cu.ft. 375.75 634.05

1 : 6 Cu.m. 13,267.33 21,269.93

Cu.ft. 375.75 602.40

12-16 12.3


1 : 3 Cu.m. 8,439.75 15,708.14

Cu.ft. 239.00 444.85

1 : 4 Cu.m. 8,439.75 15,326.44

Cu.ft. 239.00 434.05

1 : 6 Cu.m. 8,439.75 13,274.42

Cu.ft. 239.00 375.95

12-17 12.3


1 : 3 Cu.m. 8,256.40 15,908.73

Cu.ft. 233.85 450.55

1 : 4 Cu.m. 8,256.40 15,275.81

Cu.ft. 233.85 432.60

1 : 6 Cu.m. 8,256.40 14,636.62

Cu.ft. 233.85 414.50

12-18 12.3


1 : 3 Cu.m. 11,114.51 19,961.67

Cu.ft. 314.75 565.35

1 : 4 Cu.m. 11,114.51 20,476.58

Cu.ft. 314.75 579.90

1 : 6 Cu.m. 11,114.51 19,164.73

Cu.ft. 314.75 542.75

Providing, dressing and laying ashlar rock rustic or guary faced

masonry in superstructure including scaffolding and curing in

ground floor.

Providing, dressing and laying ashlar fine masonry in


Providing, dressing and laying ashlar rough tooled or blocks in

course masonry in superstructure including scaffolding and curing

in ground floor.

Providing, dressing and laying ashlar fine chamferred masonry in


12 - 4



Labour Composite

Ref. Tech.

Specs.


12-19 12.4


1 : 3 Cu.m. 12,191.35 24,985.09

Cu.ft. 345.25 707.60

1 : 4 Cu.m. 12,191.35 23,698.61

Cu.ft. 345.25 671.15

1 : 6 Cu.m. 12,191.35 23,295.86

Cu.ft. 345.25 659.75

12-20 12.5


1 : 3 R.M. 496.62 860.95

R.ft. 151.35 262.40

1 : 4 R.M. 496.62 822.75

R.ft. 151.35 250.80

1 : 6 R.M. 496.62 820.10

R.ft. 151.35 249.95

12-21 12.5


1 : 3 R.M. 1,014.10 1,739.40

R.ft. 309.10 530.20

1 : 4 R.M. 1,014.10 1,662.35

R.ft. 309.10 506.70

1 : 6 R.M. 1,014.10 1,657.10

R.ft. 309.10 505.10

12-22 12.2

a) Random rubble hammer dressed Sq.m. 824.30 894.95

Sq.ft. 76.60 83.15

b) Ashlar rough tool dressed Sq.m. 1,606.85 1,674.75

Sq.ft. 149.35 155.65

c) Ashlar chisel dressed Sq.m. 1,978.30 2,070.60

Sq.ft. 183.85 192.45

d) Ashlar fine dressed Sq.m. 4,300.85 4,357.70

Sq.ft. 399.70 405.00

12-23-1 Cu.m. 1,020.00 1,565.90 12.1

Cu.ft. 28.90 44.35

12-24 a) Extra for first floor over item No.12 - 11 to 12 - 14 Cu.m. 828.75 870.20

Cu.ft. 23.45 24.65

Extra for providing, dressing and laying stone masonry for arches

of any kind of walls including scaffolding, formwork and its removal,

raking out joints and curing.

Providing, dressing and laying ashlar fine stone masonry in sink or

moulded work upto & sectional area of 50 Sq.in. (325 Sq.cm) in

cornice, coping and architrave etc. in superstructure including

scaffolding and curing in ground floor.

Providing, dressing and laying ashlar fine stone masonry in sink or

moulded work above sectional area of 50 sq.in. to 100 sq.in. (325

sq.cm to 650 sq.cm ) in cornice, coping and architrave etc. in


Dressing stones (Dressed face shall be considered for

measurement).

Providing, dressing and laying ashlar fine stone masonry punched

work in superstructure including scaffolding and curing in ground

floor. (Gross measurement will be made).

12 - 5



Labour Composite

Ref. Tech.

Specs.


b) Extra for every additional floor above first floor on item 12 - 24 (a) Cu.m. 625.50 656.80

Cu.ft. 17.70 18.60

12-25 a) Extra for first floor over item No.12 - 15 to 12 - 18. Cu.m. 1,038.75 1,090.70

Cu.ft. 29.40 30.90

b) Extra for every additional floor above first floor on item 12 - 25 (a) Cu.m. 663.00 696.15

Cu.ft. 18.80 19.70

12-26 a) Extra for punched work in first floor on item No.12 - 19. Cu.m. 903.75 948.95

Cu.ft. 25.60 26.85

b) Extra for every additional floor above first floor on item 12 - 26 (a). Cu.m. 663.00 696.15

Cu.ft. 18.80 19.70

12-27 a) Extra for first floor on item 12 - 20. R.M. 9.45 9.95

R.ft. 2.90 3.05

b) Extra for every additional floor above first floor on item 12 - 27 (a). R.M. 7.15 7.50

R.ft. 2.20 2.30

12-28 a) Extra for first floor on item 12 - 21. R.M. 22.40 23.55

R.ft. 6.85 7.20

b) Extra for every additional floor above first floor on item 12 - 28 (a). R.M. 15.05 15.80

R.ft. 4.60 4.80

12-29-1 Cu.m. 879.95

Cu.ft. 24.90

12-30-1 R.M. 7.70 8.10

R.ft. 2.35 2.45

12-31-1 R.M. 11.40 12.00

R.ft. 3.45 3.65

Extra for stone masonry in cornice, coping and architrave in any

floor or other than building for every 5 ft. (1.5m) height or part

thereof beyond 15ft. (4.5m) on item 12-22

Extra for stone masonry of any description in any floor or other

than building for every 5 ft. (1.5 m.) height or part thereof beyond

15 ft. (4.5m) height.

Extra for stone masonry in cornice, coping and architrave in any

floor or other than building for every 5 ft.( 1.5m) height or part

thereof beyond 15ft. (4.5m) on item 12-21

12 - 6


Volume-1


SECTION - 13

ROOFING

1. RATES FOR ALL FINISHED

WORKS INCLUDE THE REMOVAL OF SURPLUS DEBRIS, UNUSED MATERIAL, BY PRODUCTS AND

SITE CLEARANCE


Vol -1, 2018Chapter-13, (Roofing)

Labour Composite

13-1 a) Sq.m. 555.00 1,231.95 13.3

Sq.ft. 51.60 114.50

b) Sq.m. 200.10 703.60 13.3Sq.ft. 18.60 65.40

c) Sq.m. 70.05 246.25 13.4.2Sq.ft. 6.50 22.90

13-2 a) Sq.m. 555.00 2,001.75 13.4Sq.ft. 51.60 186.05

b) Sq.m. 474.00 1,683.20 13.4Sq.ft. 44.05 156.45

13-3 Sq.m. 5.29 158.0013.3.3

Sq.ft. 0.50 14.70 13.15

13-4 Filling spaces in between: 13.3.2a) Wooden battens over beams filled with deodar wood pieces (spacers) Sq.m. 102.00 537.60 13.3.2(4)(h)

Sq.ft. 9.50 49.95

b) R.C.C. battens over beams filled with cement concrete blocks 1 : 3 : 6 Sq.m. 161.10 208.95

Sq.ft. 14.95 19.40

c) Spaces filled with bricks in 1 : 3 cement sand Sq.m. 8.40 78.55

Sq.ft. 0.80 7.30

13-5-1 Sq.m. 493.50 1,720.10 13.3Sq.ft. 45.85 159.85

13-6 13.3.3(10)

a) Sq.m. 109.50 1,004.25

Sq.ft. 10.20 93.35

b) Sq.m. 133.15 1,216.15

Sq.ft. 12.35 113.05

13-7-1 3.25 mm nominal thick gobar leaping on roof or floors. Sq.m. 20.25 22.15 13.3.3.11Sq.ft. 1.90 2.05

Ref. Tech.

Specs.Sr.No. Description

Providing and filling earth over roof including watering, ramming, mud

plastering with gobri leaping

3 inches (75mm) thick earth filling and mud plastering 1 inch (25mm)

nominal thickness

Covering mud roof with coaltar 37 lbs./100 S.ft.(1.8 Kg /Sq.m) and fine

sand.

Rate (Rs.)

Providing and laying roof insulation comprising single layer of first

class burnt brick tile 12"x6"x1.25" laid with 1:6 cement sand mortar

and grouted with 1:3 cement sand mortar laid over 4inches (100mm)

thick earth and 1inch (25mm) thick gobri leaping over two coats of hot

bitumen @ 34 lbs. per 100 Sq.ft.(1.65 Kg/Sq.m) sand blended

covered with polythene sheet 300 gauge provided including sand

pointing underside of tiles including curing

Unit

Providing and laying second class brick tile roofing comprising 4

inches (100mm) thick earth and 1 inch (25 mm) thick mud plaster with

gobri leeping over 1/2 inch (13mm) thick cement plaster 1:6 with 34

lbs./100 Sq.ft.(1.65 Kg./Sq.m.) hot bitumen coating sand blended in

one coat, provided over one layer of tiles 12" x 6"x 2" laid in 1:6

cement sand mortar including 1:2 cement sand pointing underside of

tiles including curing

Providing and laying roof insulation comprising single layer of first

class burnt brick tile 9"x 4.5"x 1.5" laid with 1:6 cement sand mortar

and grouted with 1:3 cement sand mortar laid over 4inches (100mm)

thick earth and 1inch (25mm) thick mud plaster without bhoosa over

two coats of hot bitumen @ 34 lbs. per 100 Sq.ft.(1.65 Kg/Sq.m) sand

blended covered with polythene sheet 300 gauge including curing etc.

complete in all respect.

Extra if PCC tiles are used in place of first class burnt bricks in item

13-1(b) above

Providing and laying first class burnt brick tile roofing laid in 1 : 6

cement sand mortar including 1 : 2 cement sand pointing underside of

tiles including curing for Tee iron/girder roof (Cost of Tee iron/ girder

not included)

4 inches (100mm) thick earth filling and 1 inch (25 mm) thick mud

plastering

Providing and laying second class brick tile roofing comprising 4

inches (100mm) thick earth and 1 inch (25 mm) thick mud plaster with

gobri leeping provided over one layer of tiles 12"x 6"x 2" laid in 1:6

cement sand mortar including 1:2 cement sand pointing underside of

tiles including curing

13 - 1



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

13-8 13.5

a) 18 S.W.G. (1.41 mm) thick sheets roofing Sq.m. 164.75 2,537.55

Sq.ft. 15.30 235.85

b) 20 S.W.G. (1.31 mm) thick sheets roofing Sq.m. 164.75 1,933.10

Sq.ft. 15.30 179.65

c) 22 S.W.G. (1.21mm) thick sheets roofing Sq.m. 164.75 1,643.20

Sq.ft. 15.30 152.70

d) 24 S.W.G. (1.06 mm) thick sheets roofing Sq.m. 164.75 1,342.04

Sq.ft. 15.30 124.70

e) 26 S.W.G. (0.97 mm) thick sheets roofing Sq.m. 164.75 1,244.35

Sq.ft. 15.30 115.65

13-9-1 R.M. 378.00 506.65 13.9.5R.ft. 115.20 154.45

13-10-1 Each 450.00 675.90 13.9.1

13-11-1 Each 450.00 1,169.45 13.9

13-12

13.11a) 4 inches (100 mm) diameter down pipe R.M. 311.50 774.92

R.ft. 94.95 236.20

b) 5 inches (125 mm) diameter down pipe R.M. 311.50 868.70

R.ft. 94.95 264.80

13-13 Sq.m. 1,174.55 1,999.50 13.11Sq.ft. 109.15 185.85

13-14 13.16

a) 4 inches (100 mm) diameter C.I. down pipe R.M. 240.00 597.60

R.ft. 73.15 182.15

b) 3 inches (75 mm) diameter C.I. down pipe R.M. 240.00 412.90

R.ft. 73.15 125.85

13-15 13.17

a) 4 inches (100 mm) diameter C.I. head Each 35.00 249.50

b) 3 inches (75 mm) diameter C.I. head Each 35.00 215.20

13-16 13.17

a) 4 inches (100 mm) dia. shoe or bend or offset Each 120.00 890.70

b) 3 inches (80 mm) dia. shoe or bend or offset Each 120.00 805.25

13-17-1

Each 311.50 473.05 13.9.6

Providing and fixing in position cast iron rain water down pipe head

including cost of clamps, holdfasts, nuts, bolts and painting.

Providing khassi parnalas in cement sand mortar 1 : 2, 12inches

(300mm) outside width finished smooth with a floating coat of neat

cement including water proofing admixture @ 2 % of cement content

or as otherwise advised by manufacturer.

Providing Khurras on roof 24" x 24" x 2" (600mm x 600mm x 50mm)

size including water proofing admixture @ 2 % of cement content or

as otherwise advised by manufacturer.

Providing bottom khurras of brick masonry in cement sand mortar 1:6,

size 48"x24"x 1.5" ( 1250mmx 600mmx 38mm) over 3inches (75mm)

thick cement concrete 1:4:8 including water proofing admixture @ 2 %

of cement content or as otherwise advised by manufacturer.

Providing and fixing plain 22 SWG (1.21 mm) G.I. sheet spout size

30"x6" (750mm x 150mm) including painting

Providing and laying plain galvanized iron sheet 22 SWG (1.21 mm)

rain water down pipe including cost of clamps and fixing in position

Providing and fixing corrugated G.I. sheets with G.I. hooks, bolts, nuts,

limpets and bitumen washers including cutting to required sizes and

overlaps but without valleys and ridges (excluding cost of frame work)

in ground floor

Providing and fixing in position cast iron rain water down pipe

including painting and clamps but excluding heads and shoes

Providing and fixing plain galvanized iron sheet flashing 22 SWG

(1.21mm)

Providing and fixing cast iron rain water pipe shoe, bend and offset

including cost of clamps, holdfasts, bolts, nuts and painting

13 - 2



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

13-18

a) 18 SWG (1.41 mm.) thick sheet roofing Sq.m. 164.75 2,076.10

Sq.ft. 15.30 192.95

b) 20 SWG (1.31 mm.) thick sheet roofing Sq.m. 164.75 1,717.15

Sq.ft. 15.30 159.60

c) 22 SWG (1.21 mm.) thick sheet roofing Sq.m. 164.75 1,428.25

Sq.ft. 15.30 132.75

d) 24 SWG (1.06 mm.) thick sheet roofing Sq.m. 164.75 1,200.65

Sq.ft. 15.30 111.60

e) 26 SWG (0.97 mm.) thick sheet roofing Sq.m. 164.75 1,051.80

Sq.ft. 15.30 97.75

13-19-1 Sq.m. 89.70 89.70 13.11Sq.ft. 8.35 8.35

13-20-1 Sq.m. 127.50 645.10 13.6Sq.ft. 11.85 59.95

13-21-1 Sq.m. 127.50 686.50 13.6Sq.ft. 11.85 63.80

13-22 13.5

a) 18 SWG (1.41 mm) G.I. galvanized sheet ridge Sq.m. 461.00 2,752.45

Sq.ft. 42.85 255.80

b) 20 SWG (1.31 mm) G.I. galvanized sheet ridge Sq.m. 461.00 2,348.45

Sq.ft. 42.85 218.25

c) 22 SWG (1.21 mm) G.I. galvanized sheet ridge Sq.m. 461.00 2,045.30

Sq.ft. 42.85 190.10

d) 24 SWG (1.06 mm) G.I. galvanized sheet ridge Sq.m. 461.00 1,772.50

Sq.ft. 42.85 164.75

e) 26 SWG (0.97 mm) G.I. galvanized sheet ridge Sq.m. 461.00 1,580.55

Sq.ft. 42.85 146.90

13-23-1 Sq.m. 461.00 2,313.10 13.1242.85 214.95

13-24 13.5.5

a) 18 SWG (1.41 mm) plain galvanized sheet ridge Sq.m. 461.00 2,412.40

Sq.ft. 42.85 224.20

b) 20 SWG (1.31mm) plain galvanized sheet ridge Sq.m. 461.00 2,053.40

Sq.ft. 42.85 190.85

c) 22 SWG (1.21mm) plain galvanized sheet ridge Sq.m. 461.00 1,764.45

Sq.ft. 42.85 164.00

d) 24 SWG (1.06mm) plain galvanized sheet ridge Sq.m. 461.00 1,536.75

Sq.ft. 42.85 142.80

Providing and fixing fiber glass sheet with G.I. bolts, nuts, limpets and

bitumen washers in ground floor.

Providing and fixing plain G.I. sheet ridges 6inches (150mm) girth and

laps on either side with G.I. hooks, nuts, limpets and bitumen washers

in ground floor 9" Lap and 24" overall width.

Providing and fixing plain G.I. sheets with G.I. bolts, nuts, limpets and

bitumen washers including cutting to required sizes and overlaps but

excluding cost of frame work in ground floor

Extra for fixing of G.I. corrugated or plain sheets on curved frame

surface to a minimum radius of 5 ft. (1.5m) in ground floor

Providing and fixing corrugated asbestos cement sheet coloured

roofing 5/32" (4mm) thick with G.I. Hooks, bolts and G.I. Or bitumen

washers, without valleys and ridges excluding the cost of frame work

in first floor.

Providing and fixing corrugated asbestos cement sheets roofing 1/4"

(6.4mm) thick with G.I. Hooks, bolts and G.I. or bitumen washers

without valleys and ridges excluding the cost of frame work in ground

floor.

Providing and fixing corrugated G.I. sheet ridges 6 inches (150mm)

girth and laps on either side with G.I. bolts, nuts, limpets and bitumen

washers in ground floor 6" Lap and 18" overall width.

13 - 3



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

e) 26 SWG (0.97 mm) plain galvanized sheet ridge Sq.m. 461.00 1,387.90

Sq.ft. 42.85 129.00

13-25-1 R.M. 21.35 508.90 13.6.5R.ft. 6.50 155.10

13-26-1 R.M. 21.35 483.45 13.6.5R.ft. 6.50 147.35

13-27-1 R.M. 21.35 508.90 13.6.5R.ft. 6.50 155.10

13-28 13.6.5

a) Grey Colour Each 127.50 248.40

b) Other than grey colour Each 127.50 238.15

13-29 13.10.2

a) 18 SWG (1.41mm) thick G.I. sheet gutter R.M. 98.00 943.85

R.ft. 29.85 287.70

b) 20 SWG (1.31mm) thick G.I. sheet gutter R.M. 98.00 796.30

R.ft. 29.85 242.70

c) 22 SWG (1.21mm) thick G.I. sheet gutter R.M. 98.00 677.55

R.ft. 29.85 206.50

13-30-1 R.M. 179.55 840.25 13.10.2R.ft. 54.75 256.10

13-31-1 R.M. 101.00 714.45 13.10.2R.ft. 30.80 217.75

13-32-1 Sq.m. 152.25 1,100.55 13.7Sq.ft. 14.15 102.30

13-33 a) Sq.m. 152.25 1,187.00 13.13Sq.ft. 14.15 110.30

b) Sq.m. 152.25 1,552.25

Sq.ft. 14.15 144.25

13-34 13.14

a) 1/2 inch (13mm) thick thermopore sheet ceiling Sq.m. 51.00 186.65

Sq.ft. 4.75 17.35

b) 1 inch (25 mm) thick thermopore sheet ceiling Sq.m. 51.00 287.45

Sq.ft. 4.75 26.70

c) 1-1/2 inch (38 mm) thick thermopore sheet Sq.m. 51.00 375.65

Sq.ft. 4.75 34.90

Providing and fixing plain galvanized iron gutters 18 inches (450mm)

girth with bolts and nuts in ground floor

Providing and fixing thermopore sheet ceiling on GI powder coated

frame required shape, fixed with screws perforated in corners if

required but excluding the cost of frame in ground floor

Providing and fixing Non Asbestos Cement Fibre ridge two pieces

close fitting or plain wing adjustable, 5/32" (4mm) thick with bolts and

nuts in ground floor

Providing and fixing 22 SWG (1.21mm) G.I. sheet gutter semi circular

12inches (300mm) diameter.

Providing and fixing two piece adjustable asbestos cement ridge

finials in any floor at any height with bolts and nuts.

Providing and fixing 1/2" (13mm) thick Medium Density Fibreboard

(Lasani) ceiling of required shape fixed with screws and nails

perforated in corners if required but excluding the cost of frame in

ground floor upto 14 ft high including guffing.

Same as Item 13-33 but for Medium Density Fibre board 3/4" (18 mm)

Providing and fixing Non Asbestos Cement Fibre ridge plain angular

one piece including bolts and nuts in ground floor

Providing and fixing 1/4" (6.4mm) thick plain Non Asbestos Cement

Fibre sheet ceiling on wooden frame with deodar wood beading 2" x

1/2" (51mm x13mm) of required shape fixed with screws perforated in

corners if required but excluding the cost of frame in ground floor

Providing and fixing Non Asbestos Cement Fibre valley gutters size 9"

x 6" (229mmx 152mm) and 1/4" (6.4mm) thick in ground floor

Providing and fixing Non Asbestos Cement Fibre ridge two pieces

close fitting or plain wing adjustable, 1/4 inch (6.4mm) thick with bolts

and nuts in ground floor

13 - 4



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

13-35-1 Sq.m. 95.15 743.80

Sq.ft. 8.85 69.15

13-36 13.13.2

a) Deodar wood Sq.m. 1,320.00 4,033.05

Sq.ft. 122.70 374.80

b) Partal wood Sq.m. 1,320.00 2,032.00

Sq.ft. 122.70 188.85

c) Kail wood Sq.m. 1,320.00 3,243.15

Sq.ft. 122.70 301.40

13-37-1 Sq.m. 37.45 37.45 13.6Sq.ft. 3.50 3.50

13-38-1 Sq.m. 127.90 3,202.20 13.11Sq.ft. 11.90 297.60

13-39 13.3

a) Using thermopore sheet 1/2 inch (13mm) thick. Sq.m. 412.50 1,339.05

Sq.ft. 38.35 124.45

b) Using thermopore sheet 1 inch (25mm) thick. Sq.m. 412.50 1,439.85

Sq.ft. 38.35 133.80

c) Using thermopore sheet 1-1/2 inch (37mm) thick. Sq.m. 412.50 1,528.05

Sq.ft. 38.35 142.00

13-40-1 Sq.m. 32.80 553.70

Sq.ft. 3.05 51.45

13-41

a) Upto 12 inches (0.30 m) height of girder or beam Each 303.75 334.15

b) For every 6 inches (0.15 m) additional height or part thereof Each 165.00 181.50

13-42

a) Slab upto 6 inches (150mm) thick in brick masonry R.M. 75.00 86.25

R.ft. 22.85 26.30

b) Slab exceeding 6 inches (150mm) thick in brick masonry R.M. 112.50 129.40

R.ft. 34.30 39.45

c) Slab upto 6 inches (150mm) thick in stone masonry R.M. 112.50 129.40

R.ft. 34.30 39.45

d) R.M. 169.50 194.95

R.ft. 51.65 59.40

e) Slab upto 6 inches (150mm) thick in R.C.C R.M. 150.00 172.50

R.ft. 45.70 52.60

Making recess in existing brick masonry for bearing of beam girder,

R.S joist including repairing damaged surface

Making jarries in existing masonry/concrete for providing recesses for

bearing of R.C.C. roof slab including repairing the damaged surface

Extra labour for erection of G.I.corrugated sheets, plain sheets or Non

Asbestos Cement Fibre Sheet Roofing, above 20 ft. (6 m) height in

difficult position, including lifting with care and special scaffolding

along live electric wire.

Providing and fixing hessian cloth ceiling with wooden beading

2"x1/2" (50mm x13mm) in ground floor

Providing, fixing and hoisting best quality wood ceiling frame of

required section including providing approved anti-termite treatment

Providing and laying first class tile roof insulation comprising single

layer of tiles 9"x 4-1/2"x 1-1/2" grouted with cement sand mortar 1:3

laid over 2 inch (50mm) thick earth including mud plaster over

thermopore sheet over polythene sheet 300gauge (0.03mm) over a

layer of hot bitumen coating, complete in all respect.

Supplying and laying twin plain G.I. sheet 20 SWG (1.31 mm) painted

with hot bitumen 1.65 kg/sq.m. with polythene film in between 300

gauge (0.03 mm) to provide a sliding joint under the bearing of the

beams including 3 inch (75 mm) long three nos. bars to act as

holdfasts on walls and beams.

Slab exceeding 6 inches (150mm) thick in stone masonry or plain

concrete

Providing and fixing non asbestos cement fibre rain water down pipe

4 inches (100mm) dia. with shoe and other accessories

13 - 5



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

f) Slab exceeding 6 inches (150mm) thick in R.C.C R.M. 225.00 258.75

R.ft. 68.60 78.85

13-43-1 Hoisting R.S. beams or wooden beams and placing in position. Each 210.00 210.00

13-44-1 Hoisting and placing in position wooden ballies over roof. Each 52.50 52.50 13.3.2(4)

13.3.3(1)13-45-1 Sq.m. 17.85 29.45

Sq.ft. 1.65 2.75

13-46-1 R.M. 29.55 31.00

R.ft. 9.00 9.45

13-47-1 Sq.m. 68.75 87.90

Sq.ft. 6.40 8.15

13-48-1 Sq.m. 211.45 598.80

Sq.ft. 19.65 55.65

13-49-1 Sq.m. 461.30 1,625.10 13.3Sq.ft. 42.85 151.05

13-50-1 Sq.m. 452.40 1,991.00 13.2Sq.ft. 42.05 185.05

13-51 29.3.9

a) Upto 1 inch (25 mm) dia. pipe R.M. 231.30 589.60

R.ft. 70.50 179.70

b) Upto 1" to 2" (25 mm to 50 mm) dia. pipe R.M. 266.00 678.05

R.ft. 81.10 206.65

c) Upto 2" to 3" (50 mm to 75 mm) dia. pipe R.M. 300.70 766.45

R.ft. 91.65 233.60


a) For first floor 10.0%

b) For every additional floor above first floor 7.5%

13-53 13.16

13.9.6a) 2" (50 mm) dia. R.M. 79.50 664.00

R.ft. 24.25 202.40

b) 3" (75 mm) dia. R.M. 79.50 1,130.55

R.ft. 24.25 344.60

c) 4" (100 mm) dia. R.M. 79.50 1,482.00

R.ft. 24.25 451.70

%

Increase


layer of tiles 12"x 6"x 1-1/2" grouted with cement sand mortar 1:3 laid

over 3" thick mud plaster over glass wool /roof kool sheet wraped in

polythene sheet 300 gauge (0.03 mm.) over a coat of PB-4 bitumen

layer at the rate of 1.65 Kg/Sq.m.

%

Increase


layer of tiles 12"x 6"x 1-1/2" grouted with cement sand mortar 1:3 laid

over 2.5" thick cement concrete 1:4:8 over glass wool /roof kool sheet

wraped in polythene sheet 300gauge (0.03mm.) over a coat of PB- 4

bitumen layer at the rate of 1.65 Kg./Sq.m.

Providing and laying G.I. pipes insulation for water supply delivery pipe

comprising glass wool, jutoid water proof covered with plaster of paris

treatment

Extra for ridges, valleys, gutters etc. of any description for every 5ft

(1.5m) height or part therof beyond 15 ft (4.5m)

Extra for ceiling of any description in any floor for every 5 ft. (1.5m)

height or part therof beyond 15 ft. (4.5m)

Providing and laying 1" thick glass wool/roof kool sheets in 1" thick

sheet cavity walls

Extra for roofing of any description other than R.C.C. in any floor for

every 5 ft. (1.5m) height or part thereof beyond 15 ft. (4.5 m)

Providing and fixing C.I. pipe spouts of required length and dia

including fixing in cement mortar 1:4

13 - 6



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

13-54 13.9.6

a) 2" (50 mm) dia. R.M. 79.50 594.30

R.ft. 24.25 181.15

b) 3" (75 mm) dia. R.M. 79.50 640.50

R.ft. 24.25 195.25

c) 4" (100 mm) dia. R.M. 79.50 732.90

R.ft. 24.25 223.40

13-55 27.3.1.113.16.3

a) 3" (75 mm) dia. R.M. 100.00 568.65

R.ft. 30.50 173.35

b) 4" (100 mm) dia. R.M. 79.30 594.85

R.ft. 24.15 181.30

13-56 27.3.1.123.2.6.5

a) 3" (75 mm) dia. Each 202.50 323.10

b) 4" (100 mm) dia. Each 202.50 358.15

13-57 27.3.1.123.2.6.5

a) 3" (75 mm) dia. Each 202.50 642.50

b) 4" (100 mm) dia. Each 202.50 702.50

13-58 27.3.1.113.16.3

a) 3" (75 mm) dia. Each 202.50 486.50

b) 4" (100 mm) dia. Each 202.50 496.15

13-59 27.3.1.123.2.6.5

a) 3" (75 mm) dia. Each 202.50 390.50

b) 4" (100 mm) dia. Each 202.50 402.50

13-60 27.3.1.123.2.6.5

a) 3" (75 mm) dia. R.M. 119.95 651.25

R.ft. 36.55 198.50

b) 4" (100 mm) dia. R.M. 119.95 382.15

R.ft. 36.55 116.50

13-61 Providing and fixing P.V.C. socket for rain water downpipe. 27.3.1.1a) 3" (75 mm) dia. Each 49.50 315.25

b) 4" (100 mm) dia. Each 49.50 398.40

13-62 27.3.1.123.2.6.5

a) 3" (75 mm) dia. Each 555.00 1,319.60

b) 4" (100 mm) dia. Each 555.00 1,044.65

Providing and fixing with 6" (150 mm) projection Non Asbestos

Cement Fibre offset for rain water down pipe with mild steel fasteners

fixed in cement concrete 1:2:4 including filling joints with cement

mortar 1:2.

Providing and fixing with Non Asbestos Cement Fibre head of any

shape for rain water down pipe with mild steel fasteners fixed in

cement concree 1:2:4 including filling joints with cement mortar 1:2.

Providing and fixing P.V.C rain water down pipe with mild steel

clamps, bolts and nuts fixed in cement concrete 1:2:4.

Providing and fixing P.V.C bend of any degree for rain water down

pipe with M.S. clamps bolts and nuts in cement concrete 1:2:4.

Providing and fixing Non Asbestos Cement Fibre pipe spouts of

required length and dia including fixing in cement mortar 1 : 4.

Providing and fixing Non Asbestos Cement Fibre rain water down

pipe with sealing collars, bolts and nuts and tail piece fixed in cement

concrete 1:2:4 including filling joints with asbestos rope and cement

mortar 1:2

Providing and fixing shoe of Non Asbestos Cement Fibre rain water

down pipe with mild steel fastener fixed in cement concrete 1:2:4

including filling joints with cement mortar 1:2

Providing and fixing Non Asbestos Cement Fibre plain bend of any

degree for rain water down pipe with mild steel fasteners fixed in

cement concrete 1:2:4 including filling joints with cement mortar 1:2.

13 - 7



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

13-63 27.3.1.1

a) 3" (75 mm) dia. Each 555.00 1,319.60

b) 4" (100 mm) dia. Each 555.00 1,044.65

13-64 27.3.1.1

a) 4" (100 mm) dia. Each 78.75 461.65

b) 6" (150 mm) dia. Each 78.75 596.70

13-65

a) 4" (100 mm) dia. Each 78.75 186.75

b) 6" (150 mm) dia. Each 78.75 402.75

13-66 a) Extruded Polystyrene Rigid board with thickness 50 mm is installed Sq.m 3.10 1,069.90 13.20

Sq.ft 0.30 99.45

a) Extruded Polystyrene Rigid board with thickness 38 mm is installed Sq.m 2.40 962.70 13.20

Sq.ft 0.20 89.45

a) Extruded Polystyrene Rigid board with thickness 25 mm is installed Sq.m 1.95 650.80 13.20

Sq.ft 0.20 60.50

13-67-1Removing of existing brick tiles on roof, and Providing and laying

water proofing treatment on roofs by applying cement slurry mixed

with water proofing cement compound consisting of;

a). Applying first layer of slurry of cement @ 0.488 kg/ sqm mixed with

water proofing cement compound @ 0.253 kg/ sqm, after surface

preparation,

b).Laying second layer of fibre glass cloth when the first layer is still

green. Overlaps of joints of fibre cloth should not be less than 10 cm,

c). Third layer of 1.5 mm thickness consisting of slurry of cement @

1.289 kg/ sqm mixed with water proofing cement compound @ 0.670

kg/ sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air

cure for 4 hours followed by water curing for 48 hours. The entire

treatment will be taken upto 30cm on parapet wall and tucked into

groove in parapet all around.

d) Fourth and final layer of removed brick tile with cement mortarSq.m 494.55 1,274.40

Sq.ft 45.95 118.45

13-68Providing and applying two coats of High Albedo paint having

minimum Solar Reflective Index (SRI) 108 (with solar reflectance &

thermal emittance tested as per ASTM) C 1549 and ASTM C 1371

respectively), The coating thickness and the methodology of

application shall strictly as per manufacturer's specifications and as

approved by engineer In charge. Surface preparation includes

cleaning with metal wire brush to remove all dust, fungus etc.,

washing with water all complete. The contractor shall give guarantee

for the perfomance of SRI and also the durabitity of coating, all

complete as per direction of Engineer-in-incharge (@ of atleast 0.5

litre per Sq.M.) Sq.m 73.00 740.60

Sq.ft 6.80 68.85

13-69-1 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm

x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70

and initial emittance > 0.75 on waterproof and sloped surface of

terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1

cement : 4 coarse sand) and grouting the joints with mix of white

cement & marble powder in ratio of 1:1, including rubbing and

polishing of the surface upto 3 cuts complete, including providing

skirting upto 150 mm height along the parapet walls in the same Sq.m 340.20 1,197.75

Sq.ft 31.60 111.30

Providing and fixing 3/16" (5 mm) thick M.S. caps of approved size

and shape on top of chimney of R.C.C. pipe including two coats of

paint on priming coat.

Providing and fixing PVC caps of approved size and shape on top of

chimney of R.C.C. pipe.

Providing and fixing PVC offset of any degree for rain-water down pipe

on walls with M.S. clamps, bolts and nuts in cement concrete 1:2:4.

13 - 8


Volume-1


SECTION - 14

FLOORING





2. 3. ADD EXTRA 5% AND 10% FOR SECOND,

THIRD, 15% FOR FORTH AND

SUBSEQUENT FLOORS RESPECTIVELY.

4.


Vol -1, 2018Chapter -14, (Flooring Work)

Labour Composite

14-1 14.11

a) 1 : 3 : 6 Cu.m. 1,856.70 5,857.05

Cu.ft. 52.60 165.85

b) 1 : 4 : 8 Cu.m. 1,856.70 5,142.70

Cu.ft. 52.60 145.65

c) 1 : 5 : 10 Cu.m. 1,856.70 4,759.95

Cu.ft. 52.60 134.80

14-2 a) 14.11

i) 1-1/2" (37mm) nominal thick flooring Sq.m. 147.75 405.05

Sq.ft. 13.75 37.65

ii) 2" (50 mm) nominal thick flooring Sq.m. 183.75 561.10

Sq.ft. 17.10 52.15

iii) 3" (75 mm) nominal thick flooring Sq.m. 225.00 739.60

Sq.ft. 20.90 68.75

iv) 4" (100 mm) nominal thick flooring Sq.m. 258.40 944.50

Sq.ft. 24.00 87.80

v) 5" (125 mm) nominal thick flooring Sq.m. 289.50 1,147.15

Sq.ft. 26.90 106.60

vi) Sq.m. 60.00 129.75

Sq.ft. 5.60 12.05

b)

i) 1-1/2" (37mm) nominal thick flooring Sq.m. 137.25 372.15

Sq.ft. 12.75 34.60

ii) 2" (50 mm) nominal thick flooring Sq.m. 183.75 497.00

Sq.ft. 17.10 46.20

iii) 3" (75 mm) nominal thick flooring Sq.m. 225.00 694.85

Sq.ft. 20.90 64.60

c) Extra above item 14-2(a) and 14-2(b)

i) Extra for basement Sq.m. 105.00 131.25

Sq.ft. 9.75 12.20

ii) Extra for first floor Sq.m. 126.00 157.50

Sq.ft. 11.70 14.65

iii) Extra for every additional floor above first floor Sq.m. 120.75 150.94

Sq.ft. 11.20 14.05

14-3 a) Sq.m. - 30,600.00

Sq.ft. - 2,843.85

b) Extra for providing and laying 4" (100 mm) thick sand cushion under

floor.

Sq.m. - 78.90 14.10.2

Sq.ft. - 7.35

c) Extra for providing and laying 2" (50 mm) thick sand cushion under

floor.

Sq.m. - 43.40 14.10.2

Sq.ft. - 4.05

Ref. Tech.

Specs.Sr. No. Description

Providing and laying hand mixed cement concrete bed under floors

using graded Crushed Aggregate upto 1-1/2" (37 mm) and down gauge

complete with leveling, ramming, watering and curing.

Providing and laying 1:2:4 cement concrete floor using using crushed

aggrgate 3/4" (19mm) and down gauge in ground floor laid in panels

including formwork, consolidation, finishing and curing.

Providing and laying 1:2:4 cement concrete floor using crushed

aggrgate 3/4" (19mm) and down gauge in ground floor laid in panels

using glass strips but excluding the cost of glass strips including

consolidation, finishing and curing.

Extra if ordinary portland (grey cement) mixed with pigment of approved

shade and color is used in topping of 1/8" (3mm) thickness

Rate (Rs.)

Unit

Extra for providing and using white cement instead of ordinary portland

cement

14 - 1



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

14-4 14.12

a) 1/4" (6mm) thick terrazzo topping 1:2 (one cement & 2 marble chips) Sq.m. 315.75 664.10

Sq.ft. 29.35 61.70

b) 3/8" (9mm) thick terrazzo topping 1:2 (one cement & 2 marble chips) Sq.m. 326.25 767.35

Sq.ft. 30.30 71.30

c) 1/2" (13mm) thick terrazzo topping 1:2 (one cement & 2 marble chips) Sq.m. 258.00 786.20

Sq.ft. 24.00 73.05

d) 3/4" (19mm) thick terrazzo topping 1:2 (one cement & 2 marble chips) Sq.m. 368.25 1,103.65

Sq.ft. 34.20 102.55

e) Extra for colouring material for every 1/8" (3.2mm) thick terrazzo floor. Sq.m. 42.00 67.75

Sq.ft. 3.90 6.30

14-5 14.14

a) 1-1/2" (37mm) thick Sq.m. 397.50 617.00

Sq.ft. 36.95 57.35

b) 1-3/4" (43mm) thick Sq.m. 402.75 643.30

Sq.ft. 37.45 59.80

c) 2" (50mm) thick Sq.m. 485.25 765.20

Sq.ft. 45.10 71.10

14-6 14.13

a) 1-1/2" (37mm) nominal thick flooring Sq.m. 137.25 428.10

Sq.ft. 12.75 39.80

b) 2" (50 mm) nominal thick flooring Sq.m. 183.75 571.55

Sq.ft. 17.10 53.10

c) 3" (75 mm) nominal thick flooring Sq.m. 225.00 806.70

Sq.ft. 20.90 74.95

d) Extra for first floor Sq.m. 42.00 42.00

Sq.ft. 3.90 3.90

e) Extra for every additional floor above first floor Sq.m. 34.15 34.15

Sq.ft. 3.15 3.15

14-7-1 Tonne 7,845.00 115,717.80 5.5

Ton 7,721.05 113,889.45

14-8-1 Sq.m. 44.90 872.00 14.16

Sq.ft. 4.15 81.05

Providing and laying in ground floor 1.41 mm 18 BWG gauge expanded

metal 3/4"x2.5" (19mm x 64mm) mesh as reinforcement including the

cost of chairs, cutting, wastage, overlaps and binding wire.

Providing and laying M.S. reinforcement bars including cutting, bending,

binding, wastage, overlaps not shown on drawings and placing in

position on cement concrete precast chairs, tying with binding wire

including cost of binding wire in cement concrete floors in ground floor.

Providing and laying floor 1:2:4 reinforced cement concrete using

crushed aggregate 3/4" (19mm) and ground floor including formwork,

consolidation, finishing and curing but excluding the cost of

reinforcement.

Providing and laying Conglomerate flooring (two coat work) having 1/2"

(9mm) thick wearing surface comprising 1 part of cement & 2 parts of

stone chips passing 3/16" sieve, over 1:3:6 concrete base using

crushed aggregate laid in panels or approved pattern including

formwork, curing, and surface finishing as approved by Engineer

Incharge.

Providing and laying terrazzo/mosaic floor in ground floor over 1"

(25mm) thick base of 1:2:4 cement concrete using crushed aggrgate

3/4" (19mm) and down grade laid in panels or approved pattern

including formwork, curing, cutting, removing and polishing.

14 - 2



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

14-9 14.5

a) 1/2" (13 mm) thick marble tiles floor Sq.m. 448.20 2,450.05

Sq.ft. 41.65 227.70

b) 3/4" (19 mm) thick marble tiles floor Sq.m. 448.20 3,499.95

Sq.ft. 41.65 325.25

c) 1" (25 mm) thick marble tiles floor Sq.m. 448.20 5,206.40

Sq.ft. 41.65 483.85

14-10

a) 1/2" (13 mm) thick marble tiles floor Sq.m. - 657.70

Sq.ft. - 61.10

b) 3/4" (19 mm) thick marble tiles floor Sq.m. - 1,049.90

Sq.ft. - 97.55

c) 1" (25 mm) thick marble tiles floor Sq.m. - 1,342.30

Sq.ft. - 124.75

14-11

a) 1/2" (13 mm) thick marble tiles floor Sq.m. - 941.50

Sq.ft. - 87.50

b) 3/4" (19 mm) thick marble tiles floor Sq.m. - 1,792.90

Sq.ft. - 166.65

c) 1" (25 mm) thick marble tiles floor Sq.m. - 3,450.60

Sq.ft. - 320.70

14-12-1 Sq.m. 448.20 1,560.90 14.5

Sq.ft. 41.65 145.05

14-13-1 Sq.m. - 288.65 14.5

Sq.ft. - 26.85

14-14-1 - 393.40

Sq.ft. - 36.55

14-15-1 Sq.m. 448.20 6,776.40 14.5

Sq.ft. 41.65 629.80

14-16-1 Sq.m. - 1,512.75

Sq.ft. - 140.60

14-17-1 Sq.m. - 3,144.90

Sq.ft. - 292.30

14-18-1 Sq.m. 444.60 6,382.40 14.5

Sq.ft. 41.30 593.15

Deduct from item 14-15-1 above if badal marble is used instead of

super white marble

Providing and laying super white 1" (25mm) thick, marble floor in slabs

exceeding 12"x12" marble size,fine dressed on surface without winding

in ground floor and laid over 1" (25mm) thick cement sand mortar 1:2

setting tiles with portland cement slurry over cement mortar, jointing and

washing the tiles with white cement slurry including curing, rubbing and

polishing

Providing and laying 1" (25mm) thick super white marble slab exceeding

12"x12" size kitchen top in white cement including all labour for grinding

and polishing

Deduct from item 14-9 above if Badal marble is used instead of super

white marble

Deduct from item 14-12-1 above if Lasbella marble is used instead of

super white marble

Providing and laying super white 3/4" (19mm) thick, 6"x12" size marble

tiles floor fine dressed on surface without winding in ground floor and

laid over 1" (25mm) thick cement sand mortar 1:2 setting tiles with

portland cement slurry over cement mortar, jointing and washing the

tiles with white cement slurry including curing, rubbing & polishing

including the cost of cement mortar.

Providing and laying super white 12"x12" marble tiles floor fine dressed

on surface without winding in ground floor and laid over 1" (25mm) thick

cement sand mortar 1:2 setting tiles with portland cement slurry over

cement mortar, jointing and washing the tiles with white cement slurry

including curing, rubbing and polishing including the cost of cement

mortar.

Deduct from item 14-12-1 above if badal marble is used instead of

super white marble

Deduct from item 14-9 above if Lasbela marble is used instead of super

white marble

Deduct from item 14-15-1 above if Lasbella marble is used instead of

super white marble

14 - 3



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

14-19-1 Sq.m. - 1,512.75

Sq.ft. - 140.60

14-20-1 Sq.m. - 3,144.90

Sq.ft. - 292.30

14-21-1 Kg. 297.60 889.90

lb. 135.00 403.65

14-22-1 R.M. 133.20 133.20

R.ft. 40.60 40.60

14-23

a) 1 : 3 Sq.m. - 70.30

Sq.ft. - 6.55

b) 1 : 4 Sq.m. - 108.10

Sq.ft. - 10.05

14-24 Extra over item 14-9 to 14-22-1 for the description of work given below:

a) Extra for stair/steps Sq.m. 126.00 126.00

Sq.ft. 11.70 11.70

b) Extra for basement Sq.m. 26.25 26.25

Sq.ft. 2.45 2.45

c) Extra for first floor Sq.m. 36.75 36.75

Sq.ft. 3.40 3.40

d) Extra for every additional floor above first floor Sq.m. 31.50 31.50

Sq.ft. 2.95 2.95

14-25 a) Sq.m. 532.80 1,960.90 14.6

Sq.ft. 49.50 182.25


Sq.ft. 1.95 1.95


Sq.ft. 2.45 2.45


Sq.ft. 1.45 1.45

14-26 a) Sq.m. 407.70 1,238.60 14.7

Sq.ft. 37.90 115.10

b) Same as item no.14-26(a) but using 1/2" (13 mm) thick mosaic tiles Sq.m. 407.70 1,474.25

Sq.ft. 37.90 137.00

14-27-1 Sq.m. 371.10 1,233.50 14.7

Sq.ft. 34.50 114.65

Providing and laying 1" (25mm) thick mosaic tiles 12"x 12" size with 1/2"

(13mm) thick topping and base each in white cement with pigment of

required color, shade and pattern in ground floor over 1" (25mm) thick

cement sand mortar 1:2 including setting the tiles with portland cement

slurry over cement sand jointing and washing the tiles with cement

slurry of matching color including grinding, rubbing, polishing & the

mortar cost.

Deduct from item 14-18-1 above if Lasbella marble slab is used instead

of super white marble

Providing and laying 1/4" to 3/8" (6mm to 9mm) thick Glazed/ Matt tiles

of any colour and size in ground floor laid over 1" (25mm) thick cement

sand mortar base including jointing and washing the tiles with white

cement slurry of matching color by using color pigment and curing.

Deduct from item 14-18-1 above if badal marble slab is used instead of

super white marble

Providing and fixing copper clamps or panel dividing strips and/or dowel

bars 1/4" (6 mm) dia of copper 1.21 mm thick 22 gauge of required

length and shape for securing marble tiles/slabs in stairs/steps or in

floor at any height.

Extra for making nosing of treads as per design and/or as per

instructions of the Engineer-in charge including grinding marble/marble

chips and polishing etc.

Deduct for laying floor of any description in cement mortar ratio other

than cement mortar 1:2 in item no. 14-9 to 14-18 -1

Providing and laying 3/4" (19mm) thick mosaic tiles 8"x 8" size with 3/8"

(9mm) thick topping and base each in white cement with pigment of

required color, shade and pattern in ground floor over 1" (25mm) thick


slurry over cement sand jointing and washing the tiles with cement

slurry of matching color including grinding, rubbing, polishing & mortar

cost.

14 - 4



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

14-28-1 Sq.m. 371.10 1,489.75 14.7

Sq.ft. 34.50 138.45

14-29-1 Sq.m. 407.70 1,295.30 14.6.3

Sq.ft. 37.90 120.40

14-30-1 Sq.m. 371.10 1,283.90 14.6.3

Sq.ft. 34.50 119.30

14-31-1 Sq.m. 371.10 2,031.55 14.6.3

Sq.ft. 34.50 188.80

14-32 14.15

a) Extra for basement Sq.m. 21.00 21.00

Sq.ft. 1.95 1.95

b) Extra for first floor Sq.m. 26.25 26.25

Sq.ft. 2.45 2.45

c) Extra for every additional floor above first floor Sq.m. 15.75 15.75

Sq.ft. 1.45 1.45

14-33 14.15

a) P.V.C. tiles 305 mm x 305 mm x 2 mm flooring Sq.m. 497.70 1,361.90

Sq.ft. 46.25 126.55

b) P.V.C. tiles 305 mm x 305 mm x 3 mm flooring Sq.m. 497.70 1,648.55

Sq.ft. 46.25 153.20

14-34 14.15

a) P.V.C. tiles 305 mm x 305 mm x 1.8 mm flooring Sq.m. 865.57 1,462.70

Sq.ft. 80.45 135.95

b) P.V.C. tiles 305 mm x 305 mm x 3 mm flooring Sq.m. 865.57 1,703.65

Sq.ft. 80.45 158.35

14-35 Extra over item 14-33 to 14-34 for the detail of work given below:


Sq.ft. 1.95 1.95

Providing and laying 3/4" (19mm) thick cement tiles floor 8"x8" size with

3/8" (9mm) thick topping in white cement with pigment of required color

shade and/or flowered pattern in ground floor over 1" (25mm) thick


slurry, jointing and washing the tiles with cement slurry of matching

color including grinding, rubbing, polishing & the mortar cost.

Providing and laying 1" (25mm) thick cement tiles floor 12"x12" size with

1/2" (13mm) thick topping in white cement with pigment of required

color shade and/or flowered pattern in ground floor over 1" (25mm) thick




Providing and laying 1-1/2" (38mm) thick cement tiles floor 16"x16" size

with 1/2" (13mm) thick topping in white cement with pigment of required

color shade and/or flowered pattern in ground floor over 1" (25mm) thick




Extra over item No.14-26-1 to 14-31-1 for the description of work given

below

Providing and laying floor of flexible polyvinyl chloride (P.V.C) tiles of

Decora or any approved make and shade in ground floor including fixing

with approved adhesive, 1-1/2" (37mm) thick sub base of 1:2:4 cement

concrete and its curing.

Providing and laying floor of marble coloured flexible polyvinyl chloride

(PVC) Royal quality tiles of Decora or any approved make and shade in

ground floor including fixing with approved adhesive,1-1/2" (37mm)

thick sub base of 1:2:4 cement concrete & its curing.

Providing and laying 1-1/2" (37mm) thick mosaic tiles 16"x16" size with

1" (25mm) thick topping and 1/2" (13mm) thick base in white cement

with pigment of required color, shade and pattern in ground floor over 1"

(25mm) thick cement sand mortar 1:2 including setting the tiles with

portland cement slurry over cement sand jointing and washing the tiles

with cement slurry of matching color including grinding, rubbing,

polishing & the mortar cost.

14 - 5



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit


Sq.ft. 2.45 2.45


Sq.ft. 2.20 2.20

14-36-1 Sq.m. 377.10 1,327.10 14.4

Sq.ft. 35.05 123.35

14-37-1 Sq.m. 280.80 866.80 14.4

Sq.ft. 26.10 80.55

14-38-1 Sq.m. 244.80 713.65 14.4

Sq.ft. 22.75 66.30

14-39-1 Sq.m. 244.80 1,012.90 14.4

Sq.ft. 22.75 94.15

14-40-1 Sq.m. 133.45 909.50 14.8

Sq.ft. 12.40 84.55

14-41-1 Sq.m. 107.95 596.45

Sq.ft. 10.05 55.45

14-42 Extra over Items No.14-37-1 to 14-41-1 for the detail of work given

belowa) Extra for basement Sq.m. 21.00 21.00

Sq.ft. 1.95 1.95

b) Extra for stair/steps in treads, risers & landings Sq.m. 31.20 31.20

Sq.ft. 2.90 2.90


Sq.ft. 2.45 2.45

14-43-1 R.M. - 21.10 14.12

R.ft. - 6.45

14-44-1 Cu.m. 772.50 1,920.00 14.10.3

Cu.ft. 21.90 54.35

14-45-1 Sq.m. 72.00 173.10 14.20

Sq.ft. 6.70 16.10

14-46 a) Sq.m. 136.50 167.45 14.12.6

Sq.ft. 12.70 15.55

b) Extra for stair/steps in treads, risers & landings Sq.m. 120.75 167.50

Sq.ft. 11.20 15.55


Sq.ft. 1.00 1.20

14-47 14.9

a) 1" (25 mm) nominal thick wooden floor Sq.m. 1,458.15 4,946.60

Sq.ft. 135.50 459.70

b) 1.25" (32 mm) nominal thick wooden floor Sq.m. 1,458.15 6,017.60

Sq.ft. 135.50 559.25

Providing and laying floor of first class burnt bricks laid flat and jointed in

cement mortar 1:6 and pointed with cement sand mortar 1:3 in ground

floor including curing.

Grinding, rubbing and polishing of any kind of floor including filling the

voids with same material and removing uneveness in surface

Providing and laying floor of first class burnt tiles 9"x4.5"x1.5" nominal

size laid flat and jointed in cement mortar 1:6 and pointed with cement

sand mortar 1:3 in ground floor including curing.

Providing and laying dry burnt bricks on edge and joints filled with sand

in ground floor

Providing and fixing best quality shisham wood block flooring in required

pattern and cut to the required sizes in any floor including fixing on a

layer of bitumen and sand mixed in the proportion of 10 kg./Sq.m. of

bitumen with 0.1 Cu.m./10 Sq.m. sand laid over 3/4" (19mm) thick 1:4

cement sand mortar including curing

Providing and laying dry burnt bricks laid flat and joints filled with sand in

ground floor

Providing and laying floor of first class burnt bricks laid on edge and

jointed in cement mortar 1:6 and pointed with cement sand mortar 1:3 in

ground floor including curing.

Providing and laying floor of first class burnt tiles 12"x6"x2" nominal size

laid flat and jointed in cement mortar 1:6 and pointed with cement sand

mortar 1:3 in ground floor including curing.

Providing glass strips 1/4" (5 mm) thick and 1-1/2" (37.5 mm) wide for

dividing the terrazo/mosaic flooring into panels. The cost of fixing is

deemed to have been taken in composite rate of respective item.

Providing, laying, watering and compacting brick ballast 2" (50 mm) and

down gauge mixed with 25% sand for floor foundation.

Grouting dry brick laid upto 4-1/2" (115 mm) nominal thick brick work

with cement sand mortar 1:5

14 - 6



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

14-48 14.9

a) 1/2" (13 mm) nominal thick wooden floor Sq.m. 906.00 6,093.80

Sq.ft. 84.20 566.35

b) 3/4" (19 mm) nominal thick wooden floor Sq.m. 906.00 6,857.55

Sq.ft. 84.20 637.30

14-49 14.12.7

a) 1/2" (13 mm) thick

i) Cement sand mortar 1 : 2 Sq.m. 282.15 466.15

Sq.ft. 26.20 43.30

ii) Cement sand mortar 1 : 3 Sq.m. 282.15 427.20

Sq.ft. 26.20 39.70

b) 3/4" (19 mm) thick

i) Cement sand mortar 1 : 2 Sq.m. 287.40 536.45

Sq.ft. 26.70 49.85

14-50 14.12.7

a) 7/8" (22 mm) dado/skirting Sq.m. 514.65 878.45

Sq.ft. 47.85 81.65

b) Extra if 1/2" (13 mm) thick topping is used Sq.m. 2.15 72.75

Sq.ft. 0.20 6.75

c) Extra if white cement is used for 1/8" (3.2 mm) terrazo thickness Sq.m. - 12.95

Sq.ft. - 1.20

d) Extra if color pigment is used for 1/8" (3.2 mm) terrazo thickness Sq.m. 1.75 26.50

Sq.ft. 0.15 2.45

14-51-1 Sq.m. 371.80 699.40 14.12.7

Sq.ft. 34.55 65.00

14-52

a) 7/8" (22 mm) dado/skirting Sq.m. 229.05 317.55

Sq.ft. 21.30 29.50

b) Extra if 1/2" (13 mm) thick topping is used Sq.m. 18.15 26.95

Sq.ft. 1.70 2.50

14-53 a) Sq.m. 26.25 26.25 14.12.7

Sq.ft. 2.45 2.45


Sq.ft. 2.95 2.95

Providing and laying dado/skirting with cement sand mortar in ground

floor including finishing smooth with a floating coat of neat cement,

rounding corners and curing

Providing and laying dado/skirting 3/4" (19mm) thick comprising 1/4"

(6mm) thick white cement plaster 1:3 as topping in ground floor over

1/2" (13mm) thick cement sand mortar 1:4 including finishing smooth &

curing.

Extra for dado/skirting of any description for basement floors over item

No. 14-51 and 14-52

Providing and fixing best quality shesham wood flooring using planks

including fixing with brass screws on deodar wood frame and battens

1.5" x 2" (37mm x 50mm) placed at 12" (300mm) c/c, spacers at filling

the gap between planks and concrete base with bitumen and sand

mixed in the ratio of 7.2 kg bitumen in 0.05 Cu.m. sand in any floor.

Providing and laying terrazzo dado/ skirting 7/8" (22mm) thick

comprising 3/8" (9mm) thick topping 1:2 (one grey cement & two marble

chips) in ground floor over 1/2" (13mm) thick cement sand mortar base

1:4 with grinding, rubbing, polishing & curing.

Providing and laying stone-lithic dado/skirthing 7/8" (22mm) thick

comprising 3/8" (9mm) thick topping 1:3 using equal parts of 1/8" to 1/4"

screenings without sand over 1/2" thick cement sand mortar base 1:4 in

ground floor including curing, rubbing with carborandum stone &

polishing.

14 - 7



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit


Sq.ft. 2.45 2.45

14-54 a) Sq.m. 429.00 2,094.90 14.12.7

Sq.ft. 39.85 194.70

b) Sq.m. - 657.70

Sq.ft. - 61.10

c) Sq.m. - 749.05

Sq.ft. - 69.60

14-55 Extra for dado/skirting of any description


Sq.ft. 2.45 2.45


Sq.ft. 3.40 3.40


Sq.ft. 2.95 2.95

d) Extra for every 10 ft (3 m) height or part thereof in external facing Sq.m. 184.00 194.20

Sq.ft. 17.10 18.05

14-56-1 Sq.m. 431.90 707.75 12.3

Sq.ft. 40.15 65.80

14-57-1 Sq.m. 518.30 798.50 12.3

Sq.ft. 48.15 74.20

14-58-1 Sq.m. 458.70 751.35 12.2.3

Sq.ft. 42.65 69.85

14-59-1 Sq.m. 178.05 515.80 12.2.2

Sq.ft. 16.55 47.95

14-60-1 Sq.m. 453.90 770.95 12.2.2

Sq.ft. 42.20 71.65

14-61-1 Sq.m. 429.00 429.00 12.2.2

Sq.ft. 39.85 39.85

14-62-1 Kg. 350.95 505.75 5.5

lb. 159.20 229.40

14-63-1 Kg. 774.35 993.75 5.5

lb. 351.25 450.75

Providing and laying coursed rubble stone facing upto 4" (100mm) thick

in cement mortar 1:3 upto a height of 10 ft (3 m) including curing on

external face.

Deduct from item 14-54(a) above if Badal marble is used instead of

super white marble

Providing and laying ashlar, rough tooled or block in coursed stone

facing upto 4" (100 mm) nominal thickness in cement mortar 1:3 upto a

height of 10 ft (3 m) including curing on external face.

Providing and laying ashlar, fine stone facing upto 3" (75 mm) thick in

cement mortar 1:3 upto a height of 10 ft (3 m) including curing on

external face.

Deduct from item 14-54(a) above if Lasbela marble is used instead of

super white marble

Providing and fixing 3/8" (9mm) thick super white marble tiles dressed

on the surface in dado/skirting and facing in ground floor over 1/2"

(13mm) thick base of cement sand mortar 1:3, setting of tiles in slurry of

grey cement over mortar base including filling the joints and washing

the tiles with white cement slurry, curing, finishing, grinding, cleaning &

polishing.

Providing and laying random rubble stone facing upto 4" (100mm) thick

in cement mortar 1:3 upto a height of 10 ft (3 m) including curing on

external face

Extra for every additional 10 ft (3 m) height or part thereof on external

face work over item No. 14-56-1 to 14-60-1

Extra for providing and fixing iron lugs of required length and shape for

securing stone facing with the wall surface of all kinds in any floor

including the cost of making holes in the wall & grouting with cement

mortar 1:2

Providing and fixing dowel bars 1/4" (6 mm) dia of required length and

shape for securing marble wall lining on any surface in any floor

including the cost of drilling holes in marble tiles and wall & grouting with

cement mortar 1:2

Providing and laying un-coursed rubble stone facing upto 4" (100mm)

thick in cement mortar 1:3 upto a height of 10 ft (3m) including curing on

external face

14 - 8



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

14-64 a) Sq.m. 292.80 1,549.75 14.6

Sq.ft. 27.20 144.05


Sq.ft. 1.95 1.95


Sq.ft. 2.45 2.45


Sq.ft. 1.70 1.70

14-65 a) Sq.m. 485.85 1,162.55 14.7

Sq.ft. 45.15 108.05


Sq.ft. 2.45 2.45


Sq.ft. 3.40 3.40


Sq.ft. 2.95 2.95

14-66 a) Sq.m. 485.85 1,228.25 14.6.3

Sq.ft. 45.15 114.15


Sq.ft. 2.45 2.45


Sq.ft. 3.40 3.40


Sq.ft. 2.95 2.95

14-67 14.15

a) P.V.C. tiles 305mm x 305mm x 2mm Sq.m. 315.30 1,028.65

Sq.ft. 29.30 95.60

b) Sq.m. 315.30 1,127.05

Sq.ft. 29.30 104.75

c) Extra for basement Sq.m. 96.60 96.60

Sq.ft. 9.00 9.00


Sq.ft. 9.70 9.70


Sq.ft. 9.50 9.50

Marble colored P.V.C. tiles 305mm x 305mm x 1.8mm for dado/skirting

Providing and laying 3/4"(19mm) thick mosaic tiles 6"x 6" size

dado/skirting of approved design in any color, shade and pattern in

ground floor over 3/8" thick base cement sand mortar 1:3 including

setting the tiles with portland cement slurry over cement sand jointing

and washing the tiles with cement slurry of matching color including

grinding, rubbing, polishing & mortar cost.

Providing and fixing 3/4" (19mm) thick cement tiles 6"x 6" size,

dado/skirting of approved design in any color, shade or flowered

pattern in ground floor over 1/2" (13mm) thick cement sand mortar 1:3

including setting the tiles with portland cement slurry, jointing and

washing the tiles with cement slurry of matching color including

grinding, rubbing, polishing & mortar cost.

Providing and fixing flexible Polyvinyl chloride (PVC) tiles dado/skirting

of Decora or any approved make and shade in ground floor including

fixing with approved adhesive including 1/2" (13mm) thick cement sand

plaster base 1:3, finishing, cleaning & curing.

Providing and fixing 1/4" to 3/8" (6mm to 9mm) thick Ceramic

Glazed/Matt tiles (Prime Quality) of any colour and size, as directed by

Engineer-in-Charge in dado/skirting in ground floor over 1/2" (13mm)

thick base of cement mortar 1:3, setting of tiles in slurry of grey cement

over mortar base including filling the joints and washing the tiles with

white cement slurry of matching color, cleaning & curing.

14 - 9



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

14-68 5.3.2.4

5.3.2.5

5.3.4

a) 1-1/2" (37.5mm) nominal thick P.C.C. roof screeding Sq.m. 155.15 386.65

Sq.ft. 14.40 35.95

b) 2" (50mm) nominal thick P.C.C. roof screeding Sq.m. 155.15 530.75

Sq.ft. 14.40 49.35

c) 3" (75mm) nominal thick P.C.C. roof screeding Sq.m. 236.25 695.55

Sq.ft. 21.95 64.65


Sq.ft. 17.55 17.55


Sq.ft. 8.50 8.50

14-69

a) 3 mm thick R.M. 33.45 33.10

R.ft. 10.20 10.10

b) 5 mm thick R.M. 33.45 37.45

R.ft. 10.20 11.40

14-70

a) Granite black (local) Sq.m. 591.00 7,564.45

Sq.ft. 54.98 703.67

b) Granite black (China) Sq.m. 591.00 9,904.30

Sq.ft. 54.98 921.33

c) Granite Red Rubi (Indian) Sq.m. 591.00 9,904.30

Sq.ft. 54.98 921.33

d) Granite Red chilli (Mylasian) Sq.m. 591.00 9,904.30

Sq.ft. 54.98 921.33

e) Granite Galaxy Black (Indian) Sq.m. 591.00 10,744.00

Sq.ft. 54.98 999.44

f) Granite baltic brown (Mylasian) Sq.m. 591.00 11,751.65

Sq.ft. 54.98 1,093.18

g) Granite camel brown (Mylasian) Sq.m. 591.00 9,904.30

Sq.ft. 54.98 921.33

h) Granite raw-silk (Mylasian) Sq.m. 591.00 9,904.30

Sq.ft. 54.98 921.33

i) Granite blue per (Mylasian) Sq.m. 591.00 14,102.85

Sq.ft. 54.98 1,311.89

14-71 a) Providing and laying 6-9mm thick Acid or Alkali Resistant tiles 12"x 12"

size, on ground floor over 1" (25mm) thick cement sand mortar 1:2

including setting the tiles with portland cement slurry over cement sand

including jointing and washing the tiles with acid proof cement slurry of

matching color by using color pigment and curing

Sq.m. 532.80 1,942.65

Sq.ft. 49.50 180.55

b) Extra for basement over item 14-71(a) above Sq.m. 21.00 -

Sq.ft. 1.95 -

Providing and laying 1:2:4 P.C.C roof screeding using crushed stone

3/4" (19mm) including formwork, consolidation, finishing and curing

Providing and laying 3/4"(19mm) thick Granite polished tiles of any size

on floor of approved design in any color, shade and pattern in ground

floor over 3/8" thick base cement sand mortar 1:3 including setting the

tiles with portland cement slurry over cement sand jointing and washing

the tiles with cement slurry of matching color including grinding, rubbing,

polishing & mortar cost.

Providing and laying glass strips upto 1" (25 mm) thick of any section in

floors of any description.

14 - 10



Labour Composite

Ref. Tech.


Rate (Rs.)

Unit

c) Extra for first floor over item 14-71(a) above Sq.m. 26.25 -

Sq.ft. 2.45 -

d) Extra for every additional floor above first floor over item 14-71(a) above Sq.m.15.75 -

Sq.ft. 1.45 -

14-72 a) Providing and fixing 6 - 9mm thick Acid or Alkali Resistant tiles 12"x 12"

size, of any colour, in dado/skirting in ground floor over 1/2" (13mm)

thick base of cement mortar 1:3, setting of tiles in slurry of grey cement

over mortar base including filling the joints and washing the tiles with

acid proof cement slurry of matching color, cleaning & curing.

Sq.m. 526.05 1,779.75

Sq.ft. 48.90 165.40


Sq.ft. 1.95 -


Sq.ft. 2.45 -

d) Extra for every additional floor above first floor over item 14-72(a) Sq.m. 18.40 -

Sq.ft. 1.70 -

14-73 a) Providing and laying Vitrified/ Porcelain (Imported but not Chinese) tiles

in floor with different sizes, Glazed or Matt, local or imported as directed

by the Engineer-In-Charge, laid with 6mm thick layer of cement based

high polymer modified quick set tile adhesive (water based) with a Base

Price= Rs. 1600 per Sq.M. (It may be noted that reduction in the rate

shall be made accordingly if the cost of purchase of tile is less than the

base price).

Sq.m. 576.00 21,813.60 14.6

Sq.ft. 53.55 2,027.30


Sq.ft. 1.95 -


Sq.ft. 2.45 -


Sq.ft. 1.70 -

14-74 a) Providing and laying Vitrified/ Porcelain tiles (Imported but not Chinese)

in dado/skirting on ground floor with different sizes, Glazed or Matt, local

or imported as directed by the Engineer-In-Charge, laid with 6mm thick

layer of cement based high polymer modified quick set tile adhesive

(water based) with a Base Price= Rs. 1600 per Sq.M. (It may be noted

that reduction in the rate shall be made accordingly if the cost of

purchase of tile is less than the base price).

Sq.m. 700.80 3,005.25 14.6

Sq.ft. 65.15 279.30


Sq.ft. 1.95 -


Sq.ft. 2.45 -


Sq.ft. 1.70 -

14-75-1 Chemical Polish including grinding for marble, Granite etc. (for

Maintaineous & Repair Works

Sq.m. 124.80 191.95 14.5

Sq.ft. 11.60 17.85


a) Extra for first floor 10.0%

b) Extra for every additional floor above first floor 7.5%

%

Increase

%

Increase

14 - 11


Volume-1


SECTION - 15

FINISHING 1. RATES FOR ALL FINISHED WORKS

INCLUDE THE REMOV/\L OF SURPLUS




Vol -1, 2018Chapter -15, (Finishing Works)

Labour Composite

15-1 15.1

a) 1/2 inch (13mm) thick cement sand plaster

i) 1 : 2 Sq.m. 172.50 332.30

Sq.ft. 16.05 30.90

ii) 1 : 3 Sq.m. 172.50 282.75

Sq.ft. 16.05 26.30

iii) 1 : 4 Sq.m. 172.50 260.20

Sq.ft. 16.05 24.20

b) 3/8 inch (9.5 mm.) thick cement sand plaster

i) 1 : 2 Sq.m. 172.50 281.50

Sq.ft. 16.05 26.15

ii) 1 : 3 Sq.m. 172.50 251.55

Sq.ft. 16.05 23.40

iii) 1 : 4 Sq.m. 172.50 235.40

Sq.ft. 16.05 21.90

c) 1/4 inch (6.4 mm.) thick cement sand plaster

i) 1 : 2 Sq.m. 172.50 249.10

Sq.ft. 16.05 23.15

ii) 1 : 3 Sq.m. 172.50 228.15

Sq.ft. 16.05 21.20

iii) 1 : 4 Sq.m. 172.50 216.85

Sq.ft. 16.05 20.15

15-2 15.1

i) 1 : 2 Sq.m. 144.75 259.95

Sq.ft. 13.45 24.15

ii) 1 : 3 Sq.m. 144.75 230.00

Sq.ft. 13.45 21.40

iii) 1 : 4 Sq.m. 144.75 213.90

Sq.ft. 13.45 19.90

iv) 1 : 5 Sq.m. 144.75 204.50

Sq.ft. 13.45 19.00

v) 1 : 6 Sq.m. 144.75 199.90

Sq.ft. 13.45 18.60

15-3 15.1

i) 1 : 2 Sq.m. 152.65 311.40

Sq.ft. 14.20 28.95

ii) 1 : 3 Sq.m. 152.65 269.45

Sq.ft. 14.20 25.05

Ref. Tech.

Specs.

3/8 inch (9.5mm) thick cement plaster using Coarse Sand on walls

and columns in basement, plinth and ground floor including making

edges, corners and curing.


Cement plaster using Coarse Sand on soffits of ceiling, cantilever

slabs, sides and soffits of beams, in basement and ground floor

including making edges, corners and curing.

1/2 inch (13mm) thick cement plaster using Coarse Sand on walls and

columns in basement, plinth and ground floor including making edges,

corners and curing.

15 - 1



Labour Composite

Ref. Tech.

Specs.


iii) 1 : 4 Sq.m. 152.65 246.90

Sq.ft. 14.20 22.95

iv) 1 : 5 Sq.m. 152.65 233.75

Sq.ft. 14.20 21.70

v) 1 : 6 Sq.m. 152.65 221.30

Sq.ft. 14.20 20.55

15-4 15.1

i) 1 : 2 Sq.m. 157.90 391.40

Sq.ft. 14.65 36.40

ii) 1 : 3 Sq.m. 157.90 328.75

Sq.ft. 14.65 30.55

iii) 1 : 4 Sq.m. 157.90 295.10

Sq.ft. 14.65 27.45

iv) 1 : 5 Sq.m. 157.90 275.45

Sq.ft. 14.65 25.60

v) 1 : 6 Sq.m. 157.90 261.40

Sq.ft. 14.65 24.30

15-5-1 15.1

Sq.m. 288.00 493.35

Sq.ft. 26.75 45.85

15-6-1 Sq.m. 18.40 22.80

Sq.ft. 1.70 2.10

15-7-1 Sq.m. 864.60 1,163.60 15.1Sq.ft. 80.35 108.15

15-8-1 Sq.m. 225.00 405.70 15.6Sq.ft. 20.90 37.70

15-9-1 Sq.m. 543.00 728.70 15.1Sq.ft. 50.45 67.70

15-10-1 R.M. 32.05 67.05 15.1R.ft. 9.75 20.45

Extra for plaster of any description for every additional 5 ft.(1.5m.)

height or part thereof beyond 15 ft. (4.5 m.)

Making drip course 1/2"x 3/8" (13mm x 9.5mm) size under R.C.C. or

cement concrete coping and sun shades in all floors including cost of

cement sand mortar 1:3 using Coarse Sand and curing

3/4 inch (19mm) thick cement plaster using Coarse Sand on walls and

columns in basement, plinth and ground floor including making edges,

corners and curing.

Providing and applying 3/4" (19 mm) thick ornamental plaster with 1:3

cement sand mortar using Coarse Sand on walls, columns and slabs

finished smooth in basement, plinth and first floor including curing

Pebble dash plaster upto 10 m height above ground level with a

mixture of washed pebble or crushed stone 6 mm to 12.5 mm nominal

size, dashed over and including fresh plaster in two layers under layer

12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer

10 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine

sand) mixed with 10% finely grounded hydrated lime by volume of

cement.

Providing ornamental moulding of approved design at the junction of

slabs and walls in cement sand mortar 1 : 3 using Coarse Sand with

1.125 inch (28.5mm) average thickness consisting of 1 inch (25mm)

undercoat and 0.125 inch (3mm) thick finishing layer including curing

in any floor

Providing and applying 3/4" (19mm) thick rough cast cement

rendering comprising 3/8" (9.5mm) topping of 1 : 2 (one part cement &

two part crushed aggregate 3/8" and down gauge) and base of 3/8"

(9.5mm) thick rough plaster 1:4 in plinth and ground floor including

finishing

15 - 2



Labour Composite

Ref. Tech.

Specs.


15-11-1 R.M. 41.05 90.45

R.ft. 12.50 27.55

15-12-1 R.M. 50.05 65.15 11.6bR.ft. 15.25 19.85

15-13-1 R.M. 61.45 88.10 11.6bR.ft. 18.75 26.85

15-14-1 Kg 92.40 11.6blb. - 41.90 15.1.4.4

15-15-1 Kg 261.35 11.6blb. - 118.55 15.1.4.4

15-16-1 Sq.m. 102.00 113.65 15.2Sq.ft. 9.50 10.55

15-17-1 Sq.m. 102.00 107.10 15.2Sq.ft. 9.50 9.95

15-18-1 Sq.m. 153.00 160.65 15.2Sq.ft. 14.20 14.95

15-19-1 Extra for using washing soda in cement mortar of any description. Kg. - 116.65 15.2lb. - 52.90

15-20-1 Kg. - 104.95 15.2lb. - 47.60

15-21 Extra for plaster of any description for overhead tank. 15.1a) Upto 6 m. height. Sq.m. 113.10 113.65

Sq.ft. 10.50 10.55

b) Extra for every additional 5 ft.(1.5 m) height or part thereof Sq.m. 104.55 120.25

Sq.ft. 9.70 11.20

15-22 15..1.9.1

a) With expanded metal 3/4" x 2-1/2" - 12 gauge (19mmx64mmx2.17mm) Sq.m. 731.75 1,952.75

Sq.ft. 68.00 181.50

b) With wire netting 1-1/2" (38mm) mesh - 18 gauge (1.4mm) thick Sq.m. 498.20 1,318.65 15.1.9Sq.ft. 46.30 122.55

15-23-1 15.10Sq.m. 152.65 264.25 15.1Sq.ft. 14.20 24.55

15-24 15.10.1

a) 1/4" (6.4 mm) thick gypsum board Sq.m. 240.00 496.80

Sq.ft. 22.30 46.15

b) 3/8" (9.5 mm) thick gypsum board Sq.m. 240.00 547.20

Sq.ft. 22.30 50.85

Providing and fixing expanded metal or wire net lathing with 3/4"

(19mm) cement plaster 1:4 using Coarse Sand in three layers

including curing in any floor.

Extra if ruled pointing is required to give stone appearance on

plastered surface of any description in any floor

Making 1/2" (13mm) thick plaster band upto 4" (100mm) wide with 1:3

cement sand mortar using Coarse Sand in all floors including curing.

Making 1/2" (13mm) thick 6" to 9" (150mm to 225mm) wide plaster

band with 1:3 cement sand mortar using Coarse Sand in all floors

including curing.

Making 1/2" (13mm) thick 1-1/2" to 2-1/2" (38mm to 64mm) wide

plaster band with 1:3 cement sand mortar using Coarse Sand in all

floors including curing.

Providing and mixing pigment in cement mortar of any description in

any floor.

Extra if false pointing is required with lime/surkhi or pigment on

plastered surface of any description in any floor.

Extra if deep cut grooves of approved size and design are made on

plastered surface of any description in any floor

Providing and mixing water proofing agent in cement mortar of any

description in any floor

Providing and mixing retarding or wetting agent in cement sand

mortar of any description in any floor

Providing and applying 1/2" (13mm) thick 1 : 3 cement sand mortar

under coat with mortar of plaster of paris or gypsum plaster in

basement and ground floor including curing

Providing and fixing gypsum board with wire nails to wooden frame to

receive gypsum plaster finishing coat in basement and ground floor

but excluding the cost of wooden frame.

15 - 3



Labour Composite

Ref. Tech.

Specs.


c) 1/2" (13 mm) thick gypsum board Sq.m. 240.00 597.60

Sq.ft. 22.30 55.55

15-25-1 15.13Sq.m. 240.00 4,887.90

Sq.ft. 22.30 454.25

15-26 15.13

a) 1 : 4 (1 gypsum & 4 lime) Sq.m. 110.55 180.40

Sq.ft. 10.25 16.75

b) 1 : 3 (1 gypsum & 3 lime) Sq.m. 110.55 184.65

Sq.ft. 10.25 17.15

15-27 15.1

a) 1/4" (6.4 mm) thick Sq.m. 121.20 196.60

Sq.ft. 11.25 18.25

b) 1/2" (13 mm) thick Sq.m. 121.20 272.00

Sq.ft. 11.25 25.30

15-28-1 Sq.m. 307.05 650.90 15.9Sq.ft. 28.55 60.50

15-29 15.1.5

a) 1 : 1 (one cement and one marble chips)

i) 1/2" Thick Sq.m. 95.40 437.05

Sq.ft. 8.85 40.60

ii) 1/4" Thick Sq.m. 95.40 267.05

Sq.ft. 8.85 24.80

b) 1 : 1.5 (one cement and one & half marble chips)

i) 1/2" Thick Sq.m. 95.40 426.90

Sq.ft. 8.85 39.65

ii) 1/4" Thick Sq.m. 95.40 261.95

Sq.ft. 8.85 24.35

c) 1 : 2 (one cement and two marble chips)

i) 1/2" Thick Sq.m. 95.40 420.10

Sq.ft. 8.85 39.05

ii) 1/4" Thick Sq.m. 95.40 258.55

Sq.ft. 8.85 24.05

15-30-1 Sq.m. 91.50 121.75 15.1Sq.ft. 8.50 11.30

15-31 15.1.12

a) On walls Sq.m. 24.40 24.90

Sq.ft. 2.25 2.30

Providing and applying 1/4" (6.4mm) thick gypsum plaster over a

prepared base coat in basement and ground floor but excluding the

cost of base coat.

Providing and fixing insulating fibre board 1/2" (13 mm) thick with wire

nails to wooden frame to receive gypsum plaster finishing coat in

basement and ground floor but excluding the cost of wooden frame.

Providing floating coat of cement 1/32" (0.8 mm) thick including

curing.

Providing and laying 2" (50mm) thick stucco cement plaster 1:2:4 (1

cement, 2 sand, 4 crush 1/2" and down gauge) using Coarse Sand in

basement and ground floor including curing.

Providing gobri leeping upto 1/8 inches (3.2mm) thick mixed with

cowdung and clay using one part cowdung and one part clay at any

height and in any floor

Providing and laying machine sprayed plaster using cement and zero

number marble chips over a prepared roughened base coat in

basement and ground floor but excluding the cost of base coat.

Providing and applying cement plaster 1:2 using Coarse Sand with

curing

15 - 4



Labour Composite

Ref. Tech.

Specs.


b) Over floor or roof Sq.m. 18.00 18.50

Sq.ft. 1.65 1.70

15-32 15.1.12

a) 1/2" (13 mm) thick Sq.m. 121.05 137.30

Sq.ft. 11.25 12.75

b) 3/4" (19 mm) thick Sq.m. 131.55 153.45

Sq.ft. 12.25 14.25

c) 1" (25 mm) thick Sq.m. 144.70 172.35

Sq.ft. 13.45 16.00

d) 1.25" (32 mm) thick Sq.m. 157.80 191.20

Sq.ft. 14.65 17.75

15-33 15.1.12

a) 1/2" (13 mm) thick Sq.m. 111.85 124.85

Sq.ft. 10.40 11.60

b) 3/4" (19 mm) thick Sq.m. 117.10 135.30

Sq.ft. 10.90 12.55

c) 1" (25 mm) thick Sq.m. 130.20 153.90

Sq.ft. 12.10 14.30

d) 1.25" (32 mm) thick Sq.m. 143.35 172.45

Sq.ft. 13.30 16.05

e) Extra over item 15-33 (a to d) for roof Sq.m. 47.40 47.40

Sq.ft. 4.40 4.40

15-34 Extra for plaster work of any description on first floor.

a) Upto 1/2 inch (13 mm) thick Sq.m. 130.90 150.50

Sq.ft. 12.15 14.00

b) Above 1/2 inch (13 mm) and upto 1 inch (25 mm) thick Sq.m. 139.45 160.35

Sq.ft. 12.95 14.90

c) Above 1 inch (25 mm) thick Sq.m. 181.50 208.75

Sq.ft. 16.85 19.40

15-35

a) Upto 1/2 inch (13 mm) thick Sq.m. 113.80 130.85

Sq.ft. 10.60 12.15

b) Above 1/2 inch (13 mm) and upto 1 inch (25 mm) thick Sq.m. 122.35 140.65

Sq.ft. 11.35 13.05

c) Above 1 inch (25 mm) thick Sq.m. 128.25 147.50

Sq.ft. 11.90 13.70

15-36 15.2

a) Flush pointing in cement sand mortar

Pointing on brick work with cement sand mortar in plinth and ground

floor including raking out joints and curing

Extra for every additional floor above first floor for plaster work of any

description.

Mud plaster on floor mixed with cowdung, bhoosa and clay 1:1:2 (one

part cowdung, one part bhoosa weighing 80 kg./cu.m. and two parts

clay) in basement, plinth and ground floor.

Mud plaster on walls mixed with cowdung, bhoosa and clay 1:1:2 (one

part cowdung, one part bhoosa weighing 80 kg./cu.m. and two parts

clay) in basement, plinth and ground floor.

15 - 5



Labour Composite

Ref. Tech.

Specs.


i) 1 : 2 Sq.m. 226.50 257.50

Sq.ft. 21.05 23.95

ii) 1 : 3 Sq.m. 226.50 257.00

Sq.ft. 21.05 23.90

b) Deep ruled pointing in cement sand mortar

i) 1 : 2 Sq.m. 294.00 352.30

Sq.ft. 27.30 32.75

ii) 1 : 3 Sq.m. 294.00 347.00

Sq.ft. 27.30 32.25

c) Tuck or weather struck pointing in cement sand mortar

i) 1 : 2 Sq.m. 225.00 289.30

Sq.ft. 20.90 26.90

ii) 1 : 3 Sq.m. 225.00 274.55

Sq.ft. 20.90 25.50


Sq.ft. 1.70 1.70

e) Extra for every additional floor above first floor. Sq.m. 13.15 13.15

Sq.ft. 1.20 1.20

15-37 15.2


i) 1 : 2 Sq.m. 165.00 190.95

Sq.ft. 15.35 17.75

ii) 1 : 3 Sq.m. 165.00 186.00

Sq.ft. 15.35 17.30


i) 1 : 2 Sq.m. 201.00 255.00

Sq.ft. 18.70 23.70

ii) 1 : 3 Sq.m. 201.00 230.95

Sq.ft. 18.70 21.45


i) 1 : 2 Sq.m. 237.00 288.60

Sq.ft. 22.05 26.80

ii) 1 : 3 Sq.m. 237.00 277.60

Sq.ft. 22.05 25.80


Sq.ft. 1.45 1.45

e) Extra for every additional floor above first floor. Sq.m. 13.15 13.15

Sq.ft. 1.20 1.20

15-38 15.2


i) 1 : 2 Sq.m. 195.75 250.75

Sq.ft. 18.20 23.30

Pointing on cement concrete block work with cement sand mortar in

plinth and ground floor including raking out joints and curing

Pointing on stone work with cement sand mortar using Coarse Sand

in plinth and ground floor including raking out joints and curing

15 - 6



Labour Composite

Ref. Tech.

Specs.


ii) 1 : 3 Sq.m. 195.75 236.00

Sq.ft. 18.20 21.95


i) 1 : 2 Sq.m. 231.75 295.05

Sq.ft. 21.55 27.40

ii) 1 : 3 Sq.m. 231.75 278.10

Sq.ft. 21.55 25.85


i) 1 : 2 Sq.m. 267.75 342.10

Sq.ft. 24.90 31.80

ii) 1 : 3 Sq.m. 267.75 325.20

Sq.ft. 24.90 30.20

d) Raised or cut pointing in cement sand mortar

i) 1 : 2 Sq.m. 303.75 375.70

Sq.ft. 28.25 34.90

ii) 1 : 3 Sq.m. 303.75 356.60

Sq.ft. 28.25 33.15

e) Extra for mixing pigment of required colour Sq.m. 1.75 15.45

Sq.ft. 0.15 1.45

f) Extra for first floor Sq.m. 52.50 52.50

Sq.ft. 4.90 4.90

g) Extra for every additional floor above first floor. Sq.m. 42.00 42.00

Sq.ft. 3.90 3.90

15-39-1 Sq.m. 68.75 87.90

Sq.ft. 6.40 8.15

15-40-1 Sq.m. 50.15 58.60

Sq.ft. 4.65 5.45

15-41-1 Sq.m. 167.90 267.05

Sq.ft. 15.60 24.80

15-42-1 Removing mud plaster & disposing of the rubbish.

a) From walls Sq.m. 21.00 22.05

Sq.ft. 1.95 2.05

b) From roof Sq.m. 15.75 16.55

Sq.ft. 1.45 1.55

15-43-1 Sq.m. 48.75 55.90

Sq.ft. 4.55 5.20

15-44 15.1

a) 3/8 inch (9 mm) thick plastering Sq.m. 190.75 256.95

Sq.ft. 17.75 23.90

b) 1/2" (13 mm) thick Sq.m. 203.00 293.15

Sq.ft. 18.85 27.25

Petty repairs, after removing the loose matter, to fire places, ceiling,

soffits, walls, columns, beams and verandah including preparing

surface and curing.

Plastering in patches in cement sand mortar 1:4 including curing and

scraping old damaged portions in regular shape and removal of

rubbish from the site in ground floor

Extra for ceiling plaster of any description in any floor for every 5 ft

(1.5m) height or part thereof beyond 15 ft (4.5m) height

Extra for wall plaster or pointing of any description in any floor for

every 5 ft (1.5m) height or part thereof beyond 15 ft (4.5m) height

Removing cement or lime plaster of any thickness from ceiling and

disposing of the rubbish in any floor

15 - 7



Labour Composite

Ref. Tech.

Specs.


c) 3/4" (19 mm) thick Sq.m. 217.00 348.05

Sq.ft. 20.15 32.35

d) 1" (25 mm) thick Sq.m. 358.65 256.95

Sq.ft. 33.35 554.85

e) Sq.m. 34.20 35.90

Sq.ft. 3.20 3.35

f) Sq.m. 21.00 21.00

Sq.ft. 1.95 1.95

g) Sq.m. 15.75 15.75

Sq.ft. 1.45 1.45

15-45 Supply and fixing of National tiles facing strips/chequered tiles on the

plastered surface on exterior faces of building including labour,

scaffoldings and removal of debris etc.

a) Glazed strip tiles Sq.m. 337.50 1,362.40

Sq.ft. 31.35 126.60

b) Unglazed strip tiles Sq.m. 337.50 1,234.50

Sq.ft. 31.35 114.75

c) Rough glazed strip tiles Sq.m. 337.50 1,298.45

Sq.ft. 31.35 120.65

15-46 Extra over respective payable items of ground floor

a) For first floor % increase 10.0%

b) For every additional floor above first floor % increase 7.5%

15-47-1 Providing and fixing partitions upto ceiling height consisting of G.I

frame and required board: 75 mm overall thickness of partition with

12.5 mm thick Plain Gypsum Board

Sq.m. 821.65 2,019.60

Sq.ft. 76.35 187.70

15-48-1 Providing and fixing of 2 mm thick corrugated (2.5" or 4.2" or 6") or

step-down (2"or3"or 6") UV Stabilized Fiber Glass Reinforced Plastic

Sheet roofing upto required pitch i/c fixing J or L hooks, bolts & nuts 8

mm dia. as specified

Sq.m. 179.80 2,575.45

Sq.ft. 16.70 239.35

15-49 a. Providing and fixing of 2 mm thick Flat UV Stabilized Fiber Glass

Reinforced Plastic Sheet roofing upto required pitch i/c fixing J or L

hooks, bolts & nuts 8 mm dia. as specified

Sq.m. 179.80 2,140.75

Sq.ft. 16.70 198.95

b. Providing and fixing of Heat Resistant Clear Poly Carbonate roof and

window Shades in any colour and size i/c fixing MS frame and

Supports as specified.

Sq.m. 612.00 3,825.00

Sq.ft. 56.90 355.50

15-50-1 P/L tiled false ceiling of size 595x595 mm metal grid of hot dipped

galvanized steel sections.. GI Metal Ceiling Lay in plain Tegular edge

Global white color tiles of size 595x595 mm with 20% area

perforations

Sq.m. 285.60 3,827.50 15.13.2

Sq.ft. 26.55 355.70

Extra for patch plaster and finishing of any description on external

face item.

Extra for patch plaster and finishing of any description in basement

and first floor.

Extra for patch plaster and finishing of any description in every

additional floor above first floor.

15 - 8



Labour Composite

Ref. Tech.

Specs.


15-51

a) Granite black (local) Sq.m. 591.00 7,564.45

Sq.ft. 54.93 703.02

b) Granite black (China) Sq.m. 591.00 9,904.30

Sq.ft. 54.93 920.47

c) Granite Red Rubi (Indian) Sq.m. 591.00 9,904.30

Sq.ft. 54.93 920.47

d) Granite Red chilli (Mylasian) Sq.m. 591.00 9,904.30

Sq.ft. 54.93 920.47

e) Granite Galaxy Black (Indian) Sq.m. 591.00 10,744.00

Sq.ft. 54.93 998.51

f) Granite baltic brown (Mylasian) Sq.m. 591.00 11,751.65

Sq.ft. 54.93 1,092.16

g) Granite camel brown (Mylasian) Sq.m. 591.00 9,904.30

Sq.ft. 54.93 920.47

h) Granite raw-silk (Mylasian) Sq.m. 591.00 9,904.30

Sq.ft. 54.93 920.47

i) Granite blue per (Mylasian) Sq.m. 591.00 14,102.85

Sq.ft. 54.93 1,310.67

j) Extra for Wall Clading using S.S studs or other anchorage techniques % age 15% 15%

15-52 15.1

1 : 2 Sq.m. 84.15 334.95

Sq.ft. 7.80 31.15

1 : 3 Sq.m. 84.15 335.65

Sq.ft. 7.80 31.20

1 : 4 Sq.m. 84.15 301.80

Sq.ft. 7.80 28.05

1 : 5 Sq.m. 84.15 282.05

Sq.ft. 7.80 26.20

1 : 6 Sq.m. 84.15 267.95

Sq.ft. 7.80 24.90

c)

d)

e)

Providing and applying 0.75" (15 mm) thick cement sand plaster with

Putzmeister plastering machine on walls, columns and slabs finished

smooth in basement, plinth and first floor.

b)

Providing and laying 3/4"(19mm) thick Granite polished slab including

nosing on Kitchen and other tops of approved design over 3/8" thick

base cement sand mortar 1:3 including setting the tiles with portland

cement slurry over cement sand jointing and washing the tiles with

cement slurry of matching color including grinding, rubbing, polishing

& mortar cost.

a)

15 - 9



Labour Composite

Ref. Tech.

Specs.


15-53-1 Sq.m. 222.20 4,648.75

15.17Sq.ft. 20.65 432.05

% age

increase15%

15.1

Sand Stone (Gadab Stone) Sq.m. 591.00 2,122.40

Sq.ft. 54.95 197.25

15.1

Sand Stone (Zhob Stone) Sq.m. 591.00 1,473.35

Sq.ft. 54.95 136.95

a)

Providing and Fixing 3/4"(19mm) thick Sand Stone (Gadab Stone) on

interior and exterior wall and cladding including with cement sand

mortar 1:3 complete in all respects.

a)

15-55

15-56 Providing and Fixing 3/4"(19mm) thick Sand Stone (Zhob Stone) on

interior and exterior wall and cladding including with cement sand

mortar 1:3 complete in all respects.

Extra for Plaster of height above 12 ft but upto 24 ft on Ground Floor

only

Designing, fabricating, testing, installing and fixing in position Curtain

Wall with Aluminium Composite Panel Cladding, with open grooves

for linear as well as curvilinear portions of the building , for all heights

and all levels etc. including: a) Structural analysis & design and

preparation of shop drawings for pressure equalisation or rain screen

principle as required, proper drainage of water to make it watertight

including checking of all the structural and functional design. b)

Providing, fabricating and supplying and fixing panels of aluminium

composite panel cladding in pan shape in metalic colour of approved

shades made out of 4mm thick aluminium composite panel material

consisting of 3mm thick FR grade mineral core sandwiched between

two Aluminium sheets (each 0.5mm thick). The aluminium composite

panel cladding sheet shall be coil coated, with PVDF / Lumiflon based

fluoropolymer resin coating of approved colour and shade on face # 1

and polymer (Service) coating on face # 2 as specified using stainless

steel screws, nuts, bolts, washers, cleats, weather silicone sealant,

backer rods etc. c) The fastening brackets of Aluminium/MS with Hot

Dip Galvanised with serrations and serrated washers to arrest the

wind load movement, fasteners, SS 316 Pins and anchor bolts of

approved make in SS 316, Nylon separators to prevent bi-metallic

contacts all complete required to perform as per specification and

drawing The item includes cost of all material & labour component,

the cost of all mock ups at site, cost of all samples of the individual

components for testing in an approved laboratory, field tests on the

assembled working curtain wall with aluminium composite panel

cladding, cleaning and protection of the curtain wall with aluminium

composite panel cladding till the handing over of the building for

occupation. Base frame work for ACP cladding is payable under the

relevant aluminium item.s The Contractor shall provide curtain wall

with aluminium composite panel cladding, having all the performance

characteristics all complete, as per the Architectural drawings, as per

item description, as specified, as per the approved shop drawings and

as directed by the Engineer-in-Charge. However, for the purpose of

payment, only the actual area on the external face of the curtain wall

with Aluminum Composite Panel Cladding (including width of groove)

shall be measured in sqm. up to two decimal places.

15-54

15 - 10



Labour Composite

Ref. Tech.

Specs.


15.17

Sq.m. 2,047.15 28,497.95

Sq.ft. 190.25 2,648.50

15.1

2''x 2'' x 9'' Sq.m. 591.00 2,209.05

Sq.ft. 54.95 205.30

3''x 3'' x 9'' Sq.m. 591.00 1,972.95

Sq.ft. 54.95 183.35

15-58 15.13.2

a) 1/4" (6.4 mm) thick laminated gypsum board Sq.m 120.00 736.10

Sq.ft 11.15 68.40

b) 1/4" (6.4 mm) thick laminated gypsum board Sq.m 120.00 803.90

Sq.ft 11.15 74.70

15-59 15.13.2

a) 1/2"-3/4"(13 mm) thick 2' x 2' gypsum board Sq.m 120.00 736.10

Sq.ft 11.15 68.40

15-60 15.16

a) Plain Sq.m 266.40 8,603.90

Sq.ft 24.75 799.60

Providing and fixing Gypsum Board false ceiling of approved size and

texture consisting of imported powder coated aluminum angle and tee

framing (size 1" x 1") hunged by approved suspension system,

including provision of extra framing for lights fittings, A/C diffusers and

around columns, etc, complete in all respectas directed by the

Engineer.

Providing and fixing Gypsum Board false ceiling of approved size and

shape chunged by approved suspension system, including provision

of extra framing for lights fittings, A/C diffusers and around columns,

etc, complete in all respectas directed by the Engineer.

Providing and fixing Corian any size on tops of approved design in any

color, shade and pattern in ground floor.

a)

b)

15-57-1 Providing, assembling and supplying vision glass panels (IGUs)

comprising of hermetically-sealed 6-12- 6 mm insulated glass (double

glazed) vision panel units of size and shape as required and specified,

comprising of an outer heat strengthened float glass 6mm thick, of

approved colour and shade with reflective soft coating on surface # 2

of approved colour and shade, an inner Heat strengthned clear float

glass 6mm thick, spacer tube 12mm wide, dessicants, including

primary seal and secondary seal (structural silicone sealant) etc. all

complete for the required performances, as per the Architectural

drawings, as per the approved shop drawings, as specified and as

directed by the Engineer-in-Charge. The IGUs shall be assembled in

the factory/ workshop of the glass processor. (Payment for fixing of

IGU Panels in the curtain glazing is included in cost of item No.26.2)

For payment, only the actual area of glass on face # 1 of the glass

panels (excluding the areas of the grooves and weather silicone

sealant) provided and fixed in position, shall be measured in sqm. (i)

Coloured tinted float glass 6mm thick substrate with reflective soft

coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear

Glass of approved make having properties as visible Light

transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%,

light reflection external 10 to 20 %, shading coefficient (0.25- 0.28)

and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of

performance glass shall be decided by technical sanctioning authority

as per the site requirement.

15-58 Providing and Fixing Face work with brick tiles (Gutka) on interior,

exterior wall with cement sand mortar 1:3 includings ties and

scafolding complete in all respects.

15 - 11



Labour Composite

Ref. Tech.

Specs.


b) Textured Sq.m 266.40 12,574.90

Sq.ft 24.75 1,168.65

15-61 Sq.m 266.40 601.30 15.14

Sq.ft 24.75 55.90

Providing and fixing PVC wall Panelling 9'' wide and 10 ft long

including all accessories of approved design in any color, shade and

pattern in ground floor.

15 - 12


Volume-I


SECTION 16

WOOD AND

PLASTIC

WORK

1.NO EXTRA RATE IS TO BE PAID

FOR SAWING.



PRODUCTS


Vol -1, 2018Chapter -16, (Wood Work)

Labour Composite

16-1

a) Deodar wood Cu.m. 37,075.50 329,600.65 16.3

Cu.ft. 1,049.90 9,333.60 16.4

b) Shisham wood Cu.m. 63,558.00 178,191.20

Cu.ft. 1,799.85 5,046.00

c) Kail wood Cu.m. 37,075.50 222,375.15

Cu.ft. 1,049.90 6,297.20

16-2 16.3

16.4

a) Deodar wood Cu.m. 18,422.60 273,762.35

Cu.ft. 521.70 7,752.40


Cu.ft. 599.95 3,695.85

c) Kail wood Cu.m. 18,422.60 198,477.90

Cu.ft. 521.70 5,620.50

16-3 16.3

16.4

a) Deodar wood Cu.m. 9,947.90 275,049.85

Cu.ft. 281.70 7,788.85


Cu.ft. 423.05 3,498.90

16-4 16.3

16.4

a) Deodar wood Cu.m. 10,087.95 291,813.20

Cu.ft. 285.65 8,263.55

b) Kail wood Cu.m. 10,087.95 208,892.75

Cu.ft. 285.65 5,915.40

c) Teak wood frame Cu.m. 10,087.95 457,654.15

Cu.ft. 285.65 12,959.80

16-5 16.3

16.4

16.5

a) Deodar wood Cu.m. 45,657.00 329,505.40

Cu.ft. 1,292.90 9,330.90

b) Kail wood Cu.m. 45,657.00 253,079.00

Cu.ft. 1,292.90 7,166.70

Ref. Tech.

Specs.

Rate (Rs.)

Providing, fixing and hoisting First class wood wrought and

framed in trusses and other roof scantlings including all

necessary iron work for fixing and anchoring in position.

Providing and fixing First class wood built in frame of

required size with 1/2" (13mm) thick beading as stopper of

the same for doors, windows, ventilators, windows, shelves

and partitions.

UnitSr. No.

Providing plain wood work for regulation karries or needles

including sawing, plaining, wroughting, also providing &

fixing steel strip end rods.

Providing and fixing First class wood frames of required

size for doors, windows, ventilators, clerestory windows,

shelves, partitions, trellis (Jafri) work.

Providing and fixing plain wood work sawn, wrought planed

in repair and replacement work including cost of nails and

screws.

Description

16 - 1



Labour Composite

Ref. Tech.

Specs.


16-6-1 Cu.m. 2,595.30 113,377.10 16.3

Cu.ft. 73.50 3,210.60

16.4

16-7 Providing and fixing First class deodar wood shutters fully

panelled with same wood and fixed with approved brass

hinges and tower bolts. 16.3

16.4

16.5

a) 2" (50 mm) thick fully panelled shutters. Sq.m. 1,672.95 13,220.60

Sq.ft. 155.50 1,228.68 16.6

b) 1.75" (44 mm) thick fully panelled shutters. Sq.m. 1,672.95 12,160.95

Sq.ft. 155.50 1,130.20

c) 1.5" (38 mm) thick fully panelled shutters. Sq.m. 1,672.95 12,234.00

Sq.ft. 155.50 1,137.00

d) 1.25" (32 mm) thick fully panelled shutters. Sq.m. 1,672.95 9,083.65

Sq.ft. 155.50 844.20

16-8 16.3

16.4

16.5

a) Fixed with 5 ply (6 mm) teak wood ply Sq.m. 566.85 8,008.80 16.6

Sq.ft. 52.70 744.30

b) Fixed with 3 ply (3 mm) teak wood ply Sq.m. 566.85 13,256.10

Sq.ft. 52.70 1,232.00

c) Fixed with 5/16" (8 mm) thick hard board. Sq.m. 566.85 7,225.65

Sq.ft. 52.70 671.55

d) Fixed with 1/4" (6 mm) thick hard board. Sq.m. 566.85 7,426.15

Sq.ft. 52.70 690.15

e) Fixed with 3/16" (5 mm) thick hard board. Sq.m. 566.85 7,320.25

Sq.ft. 52.70 680.30

f) Fixed with 1/2" (13 mm) thick chip board (500 Kg./cu.m.) Sq.m. 566.85 9,463.80

Sq.ft. 52.70 879.55

g) Fixed with 5 ply (6 mm) commercial ply Sq.m. 566.85 7,585.05

Sq.ft. 52.70 704.95

h) Fixed with 3 ply (3 mm) commercial ply Sq.m. 566.85 7,479.15

Sq.ft. 52.70 695.10

i) Fixed with 1/4" (6 mm) thick plain Cement Fibre sheet. Sq.m. 566.85 7,569.65

Sq.ft. 52.70 703.50

16-9 16.3

16.4

16.5

a)

Providing and fixing First class deodar wood shutters fully

glazed with glass of approved quality and approved brass

hinges, tower bolts, deodar wood beading and putty

packing to glasses as required.

2" (50 mm) thick fully glazed shutters with 1/4" (6 mm)

thick plain imported glass.

Providing fixing and laying First class shisham wood of

required section sawn and framed for dunnage with

necessary iron work.

Providing and fixing 1.5" (38 mm) thick fully panelled First

class deodar wood shutter fixed with ply/ hard board/ chip

board/ Cement Fibre sheet and with approved nickle plated

hinges and tower bolts.

16 - 2



Labour Composite

Ref. Tech.

Specs.


i) Glass to be provided Sq.m. 1,437.10 10,780.60

Sq.ft. 133.55 1,001.90

ii) Glass not included Sq.m. 1,208.40 9,061.60

Sq.ft. 112.30 842.15

b)


Sq.ft. 133.55 926.10


Sq.ft. 112.30 777.05

c)


Sq.ft. 133.55 798.90


Sq.ft. 112.30 679.80

d)


Sq.ft. 133.55 834.35


Sq.ft. 112.30 672.95

e)


Sq.ft. 133.55 904.05


Sq.ft. 112.35 789.90

16-10 16.3

16.4

16.6

a)


Sq.ft. 168.25 1,150.70


Sq.ft. 125.60 1,013.20

b)


Sq.ft. 133.55 916.85

1.25" (32mm) thick fully glazed shutters with 1/4" (5mm)

thick plain local glass

1.75" (44 mm) thick fully glazed shutters with 1/4" (6mm)

thick plain imported glass

1.5" (38 mm) thick fully glazed shutters with 1/4" (5 mm)

thick plain local glass

Considering a fully glazed ventilator 2'-0"x1'-6" with 2.5" x

3" single leaf top hung.

Providing and fixing First class deodar wood shutters partly

panelled and partly glazed with plain glass of approved

quality, brass hinges, tower bolts, deodar wood beading

and putty packing for glass as required.

Considering a door 5'-6" x 7'-0" with frame 2.5" x 5" double

leaf with only two wooden panels 2' high approx. and the

rest portion fully glazed with 1/4" (6mm) thick glass

1.75" (44mm) thick partly panelled and partly glazed

shutters with 1/4" (6mm) thick plain imported glass

16 - 3



Labour Composite

Ref. Tech.

Specs.



Sq.ft. 126.40 820.15

c)


Sq.ft. 133.55 821.90


Sq.ft. 126.40 753.20

d)


Sq.ft. 133.55 905.10


Sq.ft. 118.45 826.55

e)


Sq.ft. 133.55 791.90


Sq.ft. 118.45 700.85

16-11 16.4

16.6

16.3.4

16.3.3

16.3.2

a) Teak wood

i) 3 Ply Sq.m. 802.15 7,652.70

Sq.ft. 74.55 711.20

ii) 5 Ply Sq.m. 802.15 8,427.40

Sq.ft. 74.55 783.20

b) Shisham wood

i) 3 Ply Sq.m. 802.15 6,877.95

Sq.ft. 74.55 639.20

ii) 5 Ply Sq.m. 802.15 7,962.60

Sq.ft. 74.55 740.00

c) Commercial wood

i) 3 Ply Sq.m. 802.15 6,877.95

Sq.ft. 74.55 639.20

ii) 5 Ply Sq.m. 802.15 7,187.85

Sq.ft. 74.55 668.00

Considering a door 3'-0" x 7'-0" with frame 2.5" x 4" single

leaf with only one panel high and glazed in four parts with

Providing and fixing 1.5" (38mm) thick pressed veneered

door shutters fully flushed with First class wood veneering

on all faces and sides fixed over deodar wood cavited core

and frame work of not less than 4" (100mm) wide strips all

round with approved brass hinges, tower bolts as required.

1.25" (32mm) thick partly panelled partly glazed shutters

with 1/4" (5mm) thick plain local glass

Considering a door 2'-0" x 4'-0" with frame 2.5" x 4" single

leaf with bottom portion panelled with wood and the rest

three panels glazed using 1/4" (5 mm) thick glass

16 - 4



Labour Composite

Ref. Tech.

Specs.


16-12 16.4

16.5

16.3.4

16.3.3

16.3.2

a) Teak wood

i) 3 Ply Sq.m. 802.15 4,096.30

Sq.ft. 74.55 380.70

ii) 5 Ply Sq.m. 802.15 4,871.00

Sq.ft. 74.55 452.70

b) Shisham wood

i) 3 Ply Sq.m. 802.15 3,321.60

Sq.ft. 74.55 308.70

ii) 5 Ply Sq.m. 802.15 4,406.20

Sq.ft. 74.55 409.50

c) Commercial wood

i) 3 Ply Sq.m. 802.15 3,321.60

Sq.ft. 74.55 308.70

ii) 5 Ply Sq.m. 802.15 3,631.45

Sq.ft. 74.55 337.50

16-13 16.3

16.5

16.6

a) Deodar wood Sq.m. 1,126.15 7,952.30

Sq.ft. 104.65 739.05

b) Shisham wood Sq.m. 1,126.15 6,828.85

Sq.ft. 104.65 634.65

16-14-1 Sq.m. 1,345.25 9,253.75 16.3

Sq.ft. 125.00 860.00 16.5

16.9

16.4

16-15-1 Sq.m. 1,450.90 11,003.05 16.9, 16.3

Sq.ft. 134.85 1,022.60 16.5, 16.4

16-16 16.3

16.4

16.5

16.6

Providing and fixing 1.25" (32mm) thick First class deodar

wood sliding shutters fully glazed with 1/4" (6mm) thick

glass panes including fixing guide rails, brass roller, same

wood beading with putty packing, cutting and making good

damage to walls and floors.

Providing and fixing 1.5" (38 mm) thick pressed veneered

door shutters fully flushed with First class wood veneering

on all faces and sides fixed over partal wood cavited core

and frame work of not less than 4" (100mm) wide strips all

round with approved iron hinges, tower bolts as required.

Providing and fixing sliding shutters clad with plain

galvanized iron sheet 24 gauge (1.05mm) on front face

over wood frame work 2"x3" (50mmx75mm) pulleys 4"

(100mm) dia. With guides of T- iron 2.5"x2.5"x0.25"

(65mmx65mmx6mm) at top and bottom T-iron brackets to

walls and top pulleys 2"x2"x0.25" (50mmx50mmx6mm)

covering channels for pulleys embedding in cement

concrete 1:2:4, bottom guide with rag bolts 6" (150mm)

long including locking arrangements with handles.


wood sliding shutters partly panelled and partly glazed with

1/4" (6mm) thick glass panes including fixing guide rails,

brass roller, same wood beading with putty packing, cutting

and making good damage to walls and floors.


sliding shutters fully flushed with wood veneering on all

faces and sides fixed over deodar wood cavitied core and

frame work of not less than 4" (100mm) wide strip all

around including fixing guide rails,brass rollers, cutting and

making good damages to walls and floor as required.

16 - 5



Labour Composite

Ref. Tech.

Specs.


a) Teak wood 3 ply Sq.m. 1,345.25 14,216.95

Sq.ft. 125.00 1,321.30

b) Commercial wood 3 ply Sq.m. 1,345.25 15,041.35

Sq.ft. 125.00 1,397.90

16-17 16.3

16.4

16.15

16.14

16.16

a) Teak wood 3 ply Sq.m. 1,345.25 12,377.80

Sq.ft. 125.00 1,150.35

b) Commercial wood 3 ply Sq.m. 1,345.25 11,734.95

Sq.ft. 125.00 1,090.60

16-18 a. Sq.m. 780.45 5,431.65 16.3

Sq.ft. 72.55 504.80 16.4

16.5

b. Sq.m. 780.45 7,803.35 16.3

Sq.ft. 72.55 725.20 16.4

16.5

16-19-1 Sq.m. 815.55 9,727.90 16.3

Sq.ft. 75.80 904.10 16.4

16.5

16-20-1 Sq.m. 699.50 9,626.95 16.3

Sq.ft. 65.00 894.70 16.12

16.5

16-21-1 Sq.m. 958.60 9,366.70 16.3

Sq.ft. 89.10 870.50 16.4

6.5, 6.12

16-22-1 Sq.m. 699.50 8,706.40 16.3

Sq.ft. 65.00 809.15 16.12

16.5


wood shutters fully fixed with expanded metal of 3/4"x2.5"

(19mmx64mm) mesh 12 gauge (2.12mm) with approved

S.S butt hinges and tower bolts as required


wood shutters fully fitted with iron bars 5/8" (16mm) dia at

4" (100mm) c/c including cost of iron bars, approved iron

hinges, tower bolts as required.


wood shutters fully wire gauzed with galvanized iron wire

gauze 24 gauge (1.06mm) and 12 mesh to 1" (25mm) with

approved S.S butt hinges and tower bolts as required.

Providing and fixing 1-1/2" (38mm) thick Teak wood

shutters having 3/4" (19mm) thick batten, ledges and

bracing battened, ledged and braced, making rebated or

tongued and grooved joints with approved T- iron hinges

and tower bolts as required.

Providing and fixing 1-1/2" (38mm) thick First class deodar

wood shutters having 3/4" (19mm) thick batten, ledges and

bracing battened, ledged and braced, making rebated or

tongued and grooved joints with approved T- iron hinges

and tower bolts as required.


sliding shutters partly glazed with glass panes 7.3kg/Sq.m.

and partly veneered with wood veneering on all faces and

sides fixed over deodar wood cavitied core and frame work

of not less than 4" (100mm) wide strip all around including

fixing guide rails, brass rollers, deodar wood beading with

putty packing to glasses, cutting and making good

damages to walls and floors as required but excluding the

cost of extra glazing and grills sand witched between

glasses as required.


wood shutters partly wire gauzed with galvanized iron wire

gauze 24 gauge (1.06mm) and 12 mesh to an inch (25mm)

and partly panelled with deodar wood, approved S.S butt

hinges and tower bolts as required

16 - 6



Labour Composite

Ref. Tech.

Specs.


16-23-1 Sq.m. 1,394.10 5,439.55 16.18

Sq.ft. 129.55 505.55

16-24 16.3

16.4

16.5

a) Panelled with deodar wood Sq.m. 1,560.20 8,490.80

Sq.ft. 145.00 789.10

b) Panelled with 5/16" (8 mm) hard board Sq.m. 830.05 6,334.20

Sq.ft. 77.15 588.70

16-25-1 Sq.m. 1,291.20 7,943.55 16.6

Sq.ft. 120.00 738.25 16.16

16.3, 16.4

16-26-1 Sq.m. 876.15 13,035.50 16.3

Sq.ft. 81.45 1,211.50 16.4

16.5

16-27 16.3

16.4

a) 3/8" x 1.5" (9 mm x 38 mm) battens forming aperature Sq.m. 543.90 3,173.80

Sq.ft. 50.55 294.95

b) 1/2" x 1.5" (13 mm x 38 mm) battens forming aperature Sq.m. 543.90 3,963.40

Sq.ft. 50.55 368.35

c) Sq.m. 441.95 4,199.10

Sq.ft. 41.05 390.25

16-28-1 Sq.m. 1,164.40 6,735.15 16.3

Sq.ft. 108.20 625.95 16.4

16-29-1 Sq.m. 1,263.45 6,191.55 16.3

Sq.ft. 117.40 575.40 16.4

16.5, 16.16

16-30-1 Sq.m. 701.45 4,275.65 16.3

Sq.ft. 65.20 397.35 16.4


wood stair case fixed glazing with glass panes 24 oz.(7.3

kg/sq.m.) deodar wood beading and putty packing as

required.


wood partition fully glazed with glass panes 6 mm with

deodar wood beading with putty packing to glasses as

required.


swing shutters fully flushed with teakwood veneering 1/8"

(3mm) thick on all faces and sides fixed over deodar wood

cavitied core framework of not less than 4" (100mm) wide

strip allround with brass double action helical spring hinges

as required.

Providing and fixing First class deodar wood trellis work

(jafri) with battens forming aperatures 1.5"x1.5" (38mmx38

mm) but excluding cost of frame work as required.

Providing and fixing wooden partition fully flushed with hard

board 5/16" (8mm) thick on one face fixed on First class

deodar wood frame 3"x1.25" (75mmx32mm) at spacing not

exceeding 24" (600mm) horizontal and 18" (450mm)

vertical including necessary wooden beading as required.


wood partition fully panelled with the same wood as

required


wood swing shutters fully panelled including iron helical

spring hinges as required.


wood swing shutters fully glazed with glass panes 5mm

thick, deodar wood beading with putty packing to glasses

with iron helical spring hinges as required.

Extra over item 16-27 (a or b) for providing doors or

windows frame 2"x1.5" (50mmx32mm) in trellis (jafri) work

of First class deodar wood including cost of wood work

approved iron hinges and tower bolts (clear opening to be

measured).

16 - 7



Labour Composite

Ref. Tech.

Specs.


16-31-1 Sq.m. 701.45 2,643.00 16.3

Sq.ft. 65.20 245.65 16.4

16.6

16.7

16-32-1 Sq.m. 1,334.60 5,157.15 16.3

Sq.ft. 124.05 479.30 16.4

16-33-1 Sq.m. 1,630.15 11,342.10 16.3

Sq.ft. 151.50 1,054.10 16.4

16.5

16.6

16-34-1 Sq.m. 1,123.95 13,220.35 16.3

Sq.ft. 104.45 1,228.65 16.5

16.7

16-35-1 Sq.m. 1,459.05 6,835.20 16.3

Sq.ft. 135.60 635.25 16.4

16-36-1 Sq.m. 1,304.10 6,187.05 16.3

Sq.ft. 121.20 575.00 16.4

16-37-1 Cu.m. 16,293.95 286,515.75 16.3

Cu.ft. 1,514.30 26,627.85 16.4

16-38-1 Sq.m. 232.00 7,562.75 16.3

Sq.ft. 21.55 702.85 16.4

16-39-1 Sq.m. 305.40 9,166.65 16.3

Sq.ft. 28.40 851.90 16.4

16-40 16.13

16.15

a) Sq.m. 164.65 3,045.75

Sq.ft. 15.30 283.05

Providing and fixing 2" (50mm) thick First class deodar

wood shutters framed (2"x2.5") braced and flushed with

plain G.I. sheet 24 gauge (1.05mm) for garrage and

godown including cost of male and female hinges, locking

arrangement and other iron fittings, cutting walls and

making good the same as required.

Providing and fixing 2" (50mm) thick First class deodar

wood fully panelled shutters for garrage and/or godown

including cost of male and female hinges, locking

arrangement and other iron fittings, cutting walls and

making good the same as required.

Providing and fixing First class deodar wood 3" thick gate

as per design approved by the Engineer in charge with

necessary male and female hinges, stopper, locking

arrangements, cutting wall and making good the same as

required.

Providing and fixing 1" (25mm) deodar wood planking in

shelves on deodar wood brackets each having cross

sectional area approx. 4 sq.inches (26 sq.cm.) and spaced

at 4 ft. (1.2m) c/c fixed to walls with screws or rawl plugs

as required.

Providing and fixing 1/2" (13mm) thick First class deodar

wood panelling in framework 3"x1.5" (75mmx38mm) of

same wood on walls, jambs, skirting, cornice, chair rails

and archivolt fixed on framed deodar wood backing with

rawl plugs or screws but excluding the cost of backing and

polishing as required.

Providing and fixing wooden partition fully flushed with hard

board 5/16" (8mm) thick on both faces fixed on partal wood

frame 3"x1.25" (75 mm x 32 mm) at spacing not exceeding

24" (600 mm) horizontal and 18" (450 mm) vertical

including necessary wooden beading as required.


wood tongued and grooved plain boarding, or lining on

walls, jambs, skirting, cornice, chair rails and archivolt fixed

on deodar wood frame backing with rawl plugs on screws,

but excluding cost of backing and polishing as required.

Providing and fixing 1" (25mm) deodar wood frame

backing of approved shape and section in wall panelling or

lining, skirting, cornice, chair rails and archivolt fixed with

screws or rawl plugs as required.

With First class deodar wood beading upto one square

inch (6.45 sq.cm.) 2"x1/2" section of approved design with

iron screws over existing frame as required.

Providing and fixing 1" (2 mm) deodar wood planking in

shelves, almirahs with deodar wood batten 1"x1.5"

(25mmx38mm) fixed in walls with screws or rawl plugs as

required.

Providing and fixing G.I. wire gauze of 22 gauze (1.15 mm)

and 144 mesh per sq.inch.

16 - 8



Labour Composite

Ref. Tech.

Specs.


b) Without beading Sq.m. 49.40 2,328.35

Sq.ft. 4.60 216.40

16-41 16.13

a) Sq.m. 164.65 1,649.45

Sq.ft. 15.30 153.30

b) Without beading Sq.m. 49.40 923.80

Sq.ft. 4.60 85.85

16-42 16.13

a) Sq.m. 164.65 1,649.45

Sq.ft. 15.30 153.30

b) Without beading Sq.m. 49.40 923.80

Sq.ft. 4.60 85.85

16-43-1 Sq.m. 164.65 2,107.75 16.13

Sq.ft. 15.30 195.90

16-44-1 R.M. 319.90 957.65 16.7

R.ft. 97.50 291.90 16.5

16-45-1 R.M. 318.35 1,610.90 16.7

R.ft. 97.05 491.00

16-46-1 R.M. 114.80 861.25 16.7

R.ft. 35.00 262.50

16-47-1 R.M. 161.90 1,678.70 16.5.17

R.ft. 49.35 511.65

16-48-1 Sq.m. 384.15 5,620.15 16.17

Sq.ft. 35.70 522.30 16.18

16-49-1 16.16

a) Shisham wood R.M. 1,357.25 3,138.30

R.ft. 413.70 956.55

Providing and fixing with iron screws 3/4" (19 mm) thick

First class deodar wood eave or barge board.

Providing and fixing plastic wire gauze of and 22 mesh per

sq.inch.

Providing and fixing expanded metal 3/4"x2.5" (19mm x

64mm), 12 gauge (2.12mm) of approved quality with First

class deodar wood beading upto one sq.inch (2"x1/2") as

required and 22 mesh per sq.inch.

Providing and fixing Aluminium wire gauze 30 gauge (0.85

mm) and 14 mesh per sq.inch.

Providing and fixing First class wood railing of approved

design and sections in stair cases, balcony or parapet with

same wood balusters of approved design and sections

fixed into stringers, steps or walls having hand rail with

turning, bend posts, newal posts fixed with flat iron and

screws including cutting holes in stringers walls steps and

making good as required but excluding cost of stringers,

steps and flat iron.

Providing and fixing with sunken iron screws and rawl

plugs First class shisham wood moulded picture rails upto

6sq.inch (39 sq.cm.) in cross section on walls as required.

With First class deodar wood beading 2" x 1/2" over

existing frame

Providing and fixing with sunken iron screws over existing

base of iron or wood First class deodar wood moulding as

hand rails, studs, lathe etc. of approved design 4 to 6

sq.inch (26 to 39 sq.cm.) in cross section as required.

Providing and fixing with sunken iron screws and rawl

plugs First class deodar wood moulded picture rails upto

6sq.inch (39 sq.cm.) in cross section on walls.

With First class deodar wood beading 2" x 1/2" over

existing frame

Providing and fixing with sunken iron screws over existing

base of iron or wood First class shisham wood moulding as

hand rails, studs, lathe etc. of approved design 4 to 6

sq.inch (26 to 39 sq.cm.) in cross section as required.

16 - 9



Labour Composite

Ref. Tech.

Specs.


b) Deodar wood R.M. 1,206.85 5,370.75

R.ft. 367.85 1,637.00

16-50 16.3

16.5

16.18

a) Shisham wood cu.m 1,705.05 13,163.25

cu.ft 158.45 1,223.35

b) Deodar wood cu.m 1,506.40 27,617.00

cu.ft 140.00 2,566.65

16-51-1 cu.m 461.15 2,934.35 16.20

cu.ft 42.85 272.70

16-52-1 Sq.m. 1,391.35 5,529.60 16.20

Sq.ft. 129.30 513.90

16-53-1 Sq.m. 1,259.60 4,547.85 16.20

Sq.ft. 117.05 422.65

16-54-1 R.M. 72.85 169.70 16.3

R.ft. 6.75 15.75 16.4

16-55-1 Sq.m. 1,500.75 5,187.60 16.3

Sq.ft. 139.45 482.10 16.4

16-56-1 Sq.m. 1,340.85 5,010.05 16.3

Sq.ft. 124.60 465.60 16.4

16-57-1 Sq.m. 4,246.35 14,436.20 16.17

Sq.ft. 394.65 1,341.65

16-58 16.3

16.4

a) Shisham wood with brass pegs Sq.m. 1,578.15 10,684.90

Sq.ft. 146.65 993.00

b) Shisham wood with iron pegs Sq.m. 1,578.15 7,413.90

Sq.ft. 146.65 689.00

c) Deodar wood with brass pegs Sq.m. 1,219.45 14,052.55

Sq.ft. 113.35 1,306.00


wood simple moulded or plain pelmet fixed with iron frame

3/4"x3/4"x1/4" with screws including cost of painting three

coats on iron work only with approved anti-corrosive paints.

Providing and fixing First class wood in stairs with or

without stringers and landing joists including cost of

moulded nosing and stringers, cutting grooves for fixing

steps planks with screws, bolts etc. but excluding cost of

balustrade.

Providing and fixing 1" (25mm) thick fine cork sheet with

aproved adhesive to shutters and frame for sound proofing

and/or for airconditioning shutters including levelling,

finishing.

Providing and fixing 1/2" (13mm) thick `Namda' with

approved adhesive and edge metalling screwed to shutters

and frame for sound proofing and/or for airconditioning

shutters including levelling, finishing, polishing metal

portion.

Providing and fixing 1.25" (32mm) thick deodar wood First

class wooden brackets for holding curtain rods moulded to

details, fixed to wall or wood with screws, rawl plugs etc.

Providing and fixing First class deodar wood projected

beading upto one sq.inch.(6.5 sq.cm.) wide in section,

designed, fixed around the panels of doors, windows of any

description.


wood simple moulded or plain pelmet fixed with same

wood brackets, screws, rawl plugs etc.

Providing and fixing 3/4" (19mm) thick First class wood peg

boards with levelled edges pegs of approved design fixed

at 10" (250mm) centre to centre with screws and rawl

pegs.

Providing and fixing 3/4" (19mm) thick foam rubber sheet

with aproved adhesive and edge metalling screwed to

shutters and frame for sound proofing and/or for

airconditioning shutters including levelling, finishing,

polishing metal portion.

16 - 10



Labour Composite

Ref. Tech.

Specs.


d) Deodar wood with iron pegs Sq.m. 1,219.45 10,781.50

Sq.ft. 113.35 1,002.00

16-59-1 R.M. 71.20 365.35 16.17

R.ft. 6.60 33.95

16-60 16.17

a) Brass tube with brass socket R.M. 71.20 1,096.20

R.ft. 21.70 334.15

b) Chromium plated tube with C.P. socket R.M. 71.20 873.40

R.ft. 21.70 266.20

16-61 16.17

a) C.P. brass curtain rails R.M. 189.85 3,081.80

R.ft. 17.65 286.40

b) Aluminium curtain rails R.M. 189.85 2,733.90

R.ft. 17.65 254.10

16-62 Providing and fixing approved rings for curtain. 16.17

a) Brass rings

i) 1.25" (32 mm) dia. Each 1.60 16.00

ii) 1" (25 mm) dia. Each 1.60 13.10

b) Chromium plated rings

i) 1.25" (32 mm) dia. Each 1.60 46.60

ii) 1" (25 mm) dia. Each 1.60 31.60

c) Plastic rings

i) 1.25" (32 mm) dia. Each 1.60 10.95

ii) 1" (25 mm) dia. Each 1.60 9.55

16-63 16.17

a) Brass 9" (225 mm) long window stay fixed with brass

screw.

Each 86.25 225.45

b) Iron 9" (225 mm) long window stay fixed with brass screw. Each 86.25 160.65

16-64-1 Each 86.25 254.25 16.17

16-65 16.17

a) Foot operated bronze 8.5" (216 mm) size. Each 352.50 1,339.10

Providing and fixing approved 10" (250mm) brass heavy

duty quadrant stay with 1.25" (32mm) screw.

Providing and fixing approved quality heavy duty window

stay (casement) with 1.25" (32mm) screw.

Providing and fixing curtain rails with double roller runners,

clamps, including cost of C.P. brass screws and rawl plugs.

Providing and fixing approved heavy brass adjustable door

holder with 3" (75mm) brass screws or with specially

supplied screws.

Providing and fixing deodar wood First class wooden

curtain rods 1" to 1.25" (25mm to 32mm) dia with end stay.

Providing and fixing 3/4" (19mm) dia. approved tubes with

sockets as curtain rods.

16 - 11



Labour Composite

Ref. Tech.

Specs.


b) Each 352.50 1,399.10

c) Each 352.50 1,339.10

16-66 16.6

16.7

16.17

a) Union lock (Local) Each 300.00 763.50

b) Chinese lock Each 300.00 1,783.20

c) Yale lock Each 300.00 8,334.00

d) Hyundi lock Each 300.00 2,154.00

e) Main door lock kwikset make Each 300.00 7,098.00

f) Hydraulic door closer, New star make Each 300.00 2,277.60

g) Hydraulic door closer, HNH make Each 300.00 2,092.20

h) Floor Hinges Set 500.00 12,242.00

16-67-1 Each 150.00 285.95 16.17

16-68 Providing and fixing approved standard finger plate with

screws. 16.17

a) Aluminium finger plate 6" x 2.25" (150 mm x 57 mm) Each 112.50 550.50

b) Brass finger plate 6" x 2.25" (150 mm x 57 mm) Each 112.50 498.40

16-69 16.5

a) Single action Each 97.50 678.30

b) Double action Each 120.00 934.80

16-70 16.5

a) Single action Each 97.50 417.90

b) Double action Each 120.00 500.40

16-71 16.5

a) Brass piano hinges R.M. 196.85 538.75

R.ft. 60.00 164.20

b) Iron piano hinges R.M. 196.85 1,078.10

R.ft. 60.00 328.60

Providing and fixing approved piano hinges of sheet 3/4"

(19mm) wide with brass screws.

Providing and fixing approved brass drawer and cup board

lock with brass screws including two operating keys.

Bronze, spring action type 2"x1.5" (50mmx38mm) lock

plate and 2.25"x7/8" (57mmx22mm) spring.

Providing and fixing approved helical brass spring hinges

6" (150mm) size with brass screws.

Providing and fixing approved helical iron spring hinges 6"

(150mm) size with iron screws.

Bronze, door holder with rubber stop 7"x1.88"

(175mmx41mm) plate and rubber stops 1.5" (38mm) dia.

Providing and fixing locks with brass or specially supplied

screws including Door Closers and Floor Hinges of

approved design including cutting wood to required shape

and size with two operating keys.

16 - 12



Labour Composite

Ref. Tech.

Specs.


16-72 Providing and fixing approved parliament hinges with

screws.16.5

a) Each 90.00 708.25

b) Each 75.00 633.25

c) Each 90.00 286.50

d) Each 75.00 271.50

16-73 16.5

a) Tee hinges 18" (450 mm) size Each 75.00 243.00

b) Tee hinges 12" (300 mm) size Each 75.00 231.00

c) Tee hinges 10" (250 mm) size Each 75.00 207.00

16-74 16.17

a) Brass sliding bolts

i) 12" x 3/4" (300 mm x 19 mm) size Each 112.50 1,394.10

ii) 10" x 5/8" (250 mm x 16 mm) size Each 112.50 1,154.10

iii) 9" x 5/8" (225 mm x 16 mm) size Each 112.50 1,034.10

iv) 6" x 1/2" (150 mm x 13 mm) size Each 112.50 690.90

b) Chromium plated brass sliding bolts

i) 12" x 3/4" (300 mm x 19 mm) size Each 112.50 1,208.10

ii) 10" x 5/8" (250 mm x 16 mm) size Each 112.50 854.10

iii) 9" x 5/8" (225 mm x 16 mm) size Each 112.50 452.10


c) Iron sliding bolts

i) 12" x 3/4" (300 mm x 19 mm) size Each 112.50 456.90

ii) 10" x 5/8" (250 mm x 16 mm) size Each 112.50 398.10

iii) 9" x 5/8" (225 mm x 16 mm) size Each 112.50 368.10


16-75 16.17

a) Brass tower bolts

i) 6" (150 mm) size Each 75.00 220.90

ii) 9" (225 mm) size Each 75.00 253.55

Providing and fixing approved tower bolts with screws of

same metal

Providing and fixing approved heavy type G.I tee hinges

with screws.

Brass parliament hinges 5" x 5" (125mm x 125mm) size,

12gauge

Iron parliament hinges 4" x 4" (100 mm x 100 mm) size,

12gauge

Providing and fixing approved sliding bolts or drop bolt of

sizes with screws of same metal and G.I. bolts and nuts

Brass parliament hinges 4" x 4" (100mm x 100mm) size,

12gauge

Iron parliament hinges 5" x 5" (125mm x 125mm) size,

12gauge

16 - 13



Labour Composite

Ref. Tech.

Specs.


iii) 12" (300 mm) size Each 75.00 306.85

b) Chromium plated brass tower bolts

i) 6" (150 mm) size Each 75.00 580.90

ii) 9" (225 mm) size Each 75.00 799.55

iii) 12" (300 mm) size Each 75.00 1,446.85

c) Aluminium tower bolts

i) 4" (100 mm) size Each 75.00 232.90

ii) 6" (150 mm) size Each 75.00 289.55

iii) 8" (200 mm) size Each 75.00 366.85

16-76 16.17

a) Brass hasp and staple

i) 5" (125 mm) size Each 22.50 664.75

ii) 4" (100 mm) size Each 22.50 652.75

iii) 3" (75 mm) size Each 22.50 600.40

iv) 2" (50 mm) size Each 22.50 588.40

b) Iron hasp and staple

i) 5" (125 mm) size Each 22.50 148.80

ii) 4" (100 mm) size Each 22.50 126.30

iii) 3" (75 mm) size Each 22.50 110.40

iv) 2" (50 mm) size Each 22.50 99.90

c) Chromium plated

i) 5" (125 mm) size Each 22.50 481.85

ii) 4" (100 mm) size Each 22.50 477.90

iii) 3" (75 mm) size Each 22.50 471.30

iv) 2" (50 mm) size Each 22.50 451.50

16-77 16.17

a) Brass

i) 7" (175 mm) size Each 75.00 718.20

ii) 5" (125 mm) size Each 75.00 471.00

iii) 4" (100 mm) size Each 75.00 411.00

Providing and fixing approved heavy duty safety hasp and

staple with necessary screws of the same metal

Providing and fixing approved heavy duty safety handle

with necessary screws of the same metal

16 - 14



Labour Composite

Ref. Tech.

Specs.


b) Iron handle

i) 5" (125 mm) size Each 75.00 237.60

ii) 4" (100 mm) size Each 75.00 213.00

c) Chromium plated

i) 7" (175 mm) size Each 75.00 603.00

ii) 5" (125 mm) size Each 75.00 513.00

iii) 4" (100 mm) size Each 75.00 489.00

16-78 16.17

a) Brass Each 150.00 318.00

b) Chromium plated Each 150.00 294.00

16-79-1 Each 300.00 1,243.20 16.17

16-80 Providing and fixing approved section hook and eye 16.17

a) Brass

i) 6" (150 mm) size Each 75.00 795.00

ii) 4" (100 mm) size Each 75.00 495.00

b) Galvanized iron

i) 6" (150 mm) size Each 75.00 285.00

ii) 4" (100 mm) size Each 75.00 255.00

16-81 16.17

a) Brass socket Each 53.25 188.25

b) Iron socket Each 53.25 64.05

16-82 16.3

16.5

16.4

a) Sq.m. 1,671.65 66,785.05

Sq.ft. 155.35 6,206.80

b) Sq.m. 1,360.35 47,317.35

Sq.ft. 126.45 4,397.50

c) Sq.m. 933.80 6,849.70

Sq.ft. 86.80 636.60

16-83-1 Each 40.50 264.10 16.17

Providing and fixing approved 6" (150mm) size fancy brass

heavy type door knob (handle) with plates and screws

Providing and fixing floor socket of approved size and

section in floors for fixing tower bolts including cutting and

making good the floor.

Providing and fixing wooden box type wardrobe 22"

(550mm) deep including 3/4" (19mm) thick boxing and

shelves hanger rods, hardboard 3/16" (5mm) thick back

drawers, brass fitting, locking arrangement, handles,

internal bolts, shoe rods including painting.

Deodar wood boxing, shelves, leaves and hardboard

masonite 3/16" (5mm) thick back.

Kail wood boxing and deodar wood shelves, leaves and

hard board masonite 3/16" (5mm) thick back.

Laminated board 3/4" (19mm) thick boxing, shelves and

back with 3/4" thick deodar wood vaneer board

Making and fixing cleats for doors and windows including

hinges and screws.

Providing and fixing approved curved or circular 5/8"

(16mm) dia. rod handle upto 5" (125mm) size with brass

screws

16 - 15



Labour Composite

Ref. Tech.

Specs.


16-84-1 Each 63.75 259.80 16.5

16-85-1 Sq.m. 968.40 2,638.15 16.4

Sq.ft. 90.00 245.20

16-86 16.16

a) 5 mm. thick glass panes

i) Clear glass local Sq.m. 120.00 1,909.60

Sq.ft. 11.15 177.45

ii) Unclear glass local Sq.m. 120.00 1,685.90

Sq.ft. 11.15 156.70

iii) Tinted glass local Sq.m. 120.00 2,580.70

Sq.ft. 11.15 239.85

b) 6 mm. thick glass panes


Sq.ft. 11.15 185.05


Sq.ft. 11.15 197.95

iii) Tinted glass local Sq.m. 120.00 2,684.10

Sq.ft. 11.15 249.45

iv) Clear glass imported Sq.m. 120.00 2,822.70

Sq.ft. 11.15 262.35

v) Tinted glass imported Sq.m. 120.00 3,030.60

Sq.ft. 11.15 281.65

c) 3 mm. thick glass panes


Sq.ft. 11.15 115.10


Sq.ft. 11.15 94.30

16-87 Extra for respective payable item of ground floor


b) For each additional floor above first floor

16-88-1 Sq.m. 516.48 1,825.34 16.3

Sq.ft. 48.00 169.65 16.4

%

Increase

Making and fixing 1" (25mm) thick partal wood notice

board with frame.

Providing and fixing glass panes in wooden or steel frames

of doors, windows and ventilators etc. complete in all

respect.

%

Increase

7.5%

Making and fixing cleats with brass hooks for roof

ventilators

Providing and fixing 3/4" (19mm) thick First class Kail wood

tongued and grooved plain boarding, or lining on walls,

jambs, skirting, cornice, chair rails and archivolt fixed on

Kail wood frame backing with rawl plugs on screws, but

excluding cost of backing and polishing as required.

16 - 16



Labour Composite

Ref. Tech.

Specs.


16-89-1 Providing and fixing of wooden moulded beading to door

and window framses with iron screws, plugs; 2nd Class

Teak Wood 50x12mm

Sq.m. 127.50 399.15 16.3

Sq.ft. 11.85 37.10 16.4



Teak Wood 50x12mm

Sq.m. 831.80 2,641.30 16.5, 16.3,

16.4

Sq.ft. 77.30 245.45



Teak Wood 50x12mm

Kg 501.80 879.10 16.5, 16.3,

16.4

Lbs 227.68 398.85

16-92-1 Making of Kitchen Cabinet 8'x3' make up from Veneer

board (MEDIUM DENSITY) Laminated on both sides, and

hanging on wall, i/c all hardwares

Sq.m. 1,268.95 11,573.80

16.23

Sq.ft. 117.93 1,075.65

16-93-1 Sq.m. 1,304.10 3,368.05 16.3

Sq.ft. 121.20 313.00 16.4

16-94-1 Sq.m. 1,304.10 6,187.05 16.3

Sq.ft. 121.20 575.00 16.4

16-95 Sq.m. 933.80 3,368.05 16.3

Sq.ft. 86.80 313.00 16.4

a) UV Medium Density Fibre High Gloss Board 3/4" (19mm)

thick Shutters and shelves and back with 3/4" thick

laminated veneer board

Sq.m. 933.80 9,240.10

16.3

Sq.ft. 86.80 858.75 16.4

b) PVC Board 3/4" (19mm) High Gloss laminated thick

Shutters and shelves and back with 3/4" thick plain

laminated board

Sq.m. 933.80 11,198.15

16.3

Sq.ft. 86.80 1,040.70 16.4

16-96-1 Sq.m. 1,304.10 3,739.60 16.3

Sq.ft. 121.20 347.55 16.4

Providing and fixing 1/2" (13mm) thick First class Shisham



and archivolt fixed on framed Shisham wood backing with

rawl plugs or screws but excluding the cost of polishing as

required.

Providing and fixing 1/2" (13mm) thick First class Deodar



and archivolt fixed on framed Deodar wood backing with

rawl plugs or screws but excluding the cost of polishing as

required.

Providing and fixing wooden box type wardrobe 24" (600

mm) deep including 3/4" (19mm) thick boxing and shelves

hanger rods, hardboard 3/16" (5mm) thick back drawers,

brass fitting, locking arrangement, handles, internal bolts,

shoe rods including painting.

Providing and fixing 1/2" (13mm) thick MDF (Lasani or

equivalant) panelling in framework 3"x1.5" (75mmx38mm)

of Deodar wood on walls, jambs, skirting, cornice, chair

rails and archivolt fixed on framed Deodar wood backing

with rawl plugs or screws but excluding the cost of backing

and polishing as required.

16 - 17



Labour Composite

Ref. Tech.

Specs.


16-97-1 R.M. 61.20 811.20 16.22

Rft 18.65 247.30

16-98-1 Sq.m. 342.85 6,942.85 16.22

Sq.ft. 31.85 645.25

16-99-1 Sq.m. 342.85 8,142.85 16.22

Sq.ft. 31.85 756.75

30 mm thick factory made Polyvinyl Chloride (PVC) door

shutter made of styles and rails of a uPVC hollow section

of size 60x30 mm and wall thickness 2 mm (± 0.2 mm),

with inbuilt decorative moulding edging on one side. The

styles and rails mitred and joint at the corners by means of

M.S. galvanised/ plastic brackets of size 75x220 mm

having wall thickness 1.0 mm and stainless steel screws.

The styles of the shutter reinforced by inserting galvanised

M.S. tube of size. 25x20 mm and 1 mm (± 0.1 mm) wall

thickness. The lock rail made up of 'H' section, a uPVC

hollow section of size 100x30 mm and 2 mm (± 0.2 mm)

wall thickness fixed to the shutter styles by means of

plastic/ galvanised M.S. 'U' cleats. The shutter frame filled

with a uPVC multi-chambered single panel of size not less

than 620 mm, having over all thickness of 20 mm and 1

mm (± 0.1 mm) wall thickness . The panels filled vertically

and tie bar at two places by inserting horizontally 6 mm

galvanised M.S. rod and fastened with nuts and washers,

complete as per manufacturer's specification and direction

of Engineer-in-charge.

Providing and fixing 37 mm thick factory made PVC Door

shutter, styles and rails made of PVC hollow extruded

printed and laminated section having overall dimension

115 mm x 37 mm with wall thickness 2 mm (± 0.2 mm)

with inbuilt beading on one side, the styles and rails mitred

cut and joint at corners by inserting 2 nos PVC profile

reinforcement of size 75 mm x 200 mm long with cross

section size of 28 mm x 30 mm having wall thickness 2

mm (± 0.2 mm). Styles, rails and reinforcements to be

fusion welded together. Only hinge side vertical style to be

reinforced with PVC profile reinforcement in full length.

Printed and laminated PVC lock rail of size 110 mm x 37

mm having wall thickness 2 mm (± 0.2 mm) to be welded

horizontally with the vertical styles after inserting PVC

profile reinforcement as in styles and rails, providing with

PVC snap fit beading, panels of 100 x 20 mm printed &

laminated and inserting 2 nos 6 mm dia bright steel rod

horizontally with both side threaded and tightened with

check nuts and washers complete, all as per

manufacturer's specification and direction of engineer-in-

charge.

Providing and fixing factory made uPVC door frame made

of uPVC extruded sections having an overall dimension as

below (tolerance ±1mm), with wall thickness 2.0 mm (±

0.2 mm), corners of the door frame to be Jointed with

galvanized brackets and stainless steel screws, joints

mitred and Plastic welded. The hinge side vertical of the

frames reinforced by galvanized M.S. tube of size

19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3

nos. stainless steel hinges fixed to the frame complete as

per manufacturer’s specification and direction of Engineer-

in-charge

16 - 18



Labour Composite

Ref. Tech.

Specs.


16-100-1 Sq.m. 730.75 8,530.75

16.22

Sq.ft. 67.90 792.80

16-101 16.3

16.4

a) Deodar wood frame and panelling Sq.m. 603.75 18,134.05

Sq.ft. 56.10 1,685.30

b) Shisham wood frame and panelling Sq.m. 603.75 7,718.40

Sq.ft. 56.10 717.30

c) Kail wood frame and panelling Sq.m. 603.75 12,926.25

Sq.ft. 56.10 1,201.30

d) Kail wood frame and 1/2'' Thick MDF panelling Sq.m. 442.35 10,749.10

Sq.ft. 41.10 999.00

16-102 Providing and fixing First class Teak wood shutters fully

panelled with same wood and fixed with approved brass

hinges and tower bolts.16.3

16.4

16.5

a) 2" (50 mm) thick fully panelled shutters. Sq.m. 1,672.95 19,626.25

Sq.ft. 155.50 1,824.00 16.6

b) 1.75" (44 mm) thick fully panelled shutters. Sq.m. 1,672.95 18,730.65

Sq.ft. 155.50 1,740.75

c) 1.5" (38 mm) thick fully panelled shutters. Sq.m. 1,672.95 17,705.40

Sq.ft. 155.50 1,645.50

d) 1.25" (32 mm) thick fully panelled shutters. Sq.m. 1,672.95 16,500.45

Sq.ft. 155.50 1,533.50

Providing and fixing factory made uPVC fixed or openable

glazed windows/ ventilators comprising of uPVC multi-

chambered frame and mullion (where ever required)

extruded profiles duly reinforced with 1.60 ± 0.2 mm thick

galvanized mild steel section made from roll forming

process of required length (shape & size according to

uPVC profile), , uPVC extruded glazing beads of

appropriate dimension, EPDM gasket, G.I fasteners 100 x

8 mm size for fixing frame to finished wall, plastic packers,

plastic caps and necessary stainless steel screws etc.

Profile of frame shall be mitred cut and fusion welded at all

corners, mullion (if required) shall be also fusion welded

including drilling of holes for fixing hardware's and drainage

of water etc. After fixing frame the gap between frame and

adjacent finished wall shall be filled with weather proof

silicon sealant over all complete as per approved drawing

& direction of Engineer-in-Charge. (Single / double glass

panes and silicon sealant shall be paid separately).

Providing and fixing First class wood dolly Chowkat of

required size for door using 2.5' x 2.5' vertical wooden

plank at ends and horizontal plants at 1 ft apart for

supports including 3/4'' thick Panelling

16 - 19


Volume-I


SECTION 17

PAINTING

AND

VARNSHING

1. RATES FOR ALL FINISHED WORKS INCLUDE THE REMOVAL OF SURPLUS



2. RATES INCLUDE CHARGES FOR SCAFFOLDING AND OTHER

ARRANGEMENTS AT ANY HEIGHT AND

IN ANY FLOOR.

3. RATES FOR PAINTING SASHES,

FANLIGHTS, FULLY GLAZED OR FULLY

GAUGED DOORS AND WINDOWS SHALL

BE 60% OF RESPECTIVE ITEMS.


Vol -1, 2018Chapter -17, (Painting and Varnishing)

Labour Composite

17-1-1 Sq.m. 63.00 135.10 17.9

Sq.ft. 5.85 12.55

17-2-1 Sq.m. 84.00 116.70 17.1.17

Sq.ft. 7.80 10.85

17-3-1 Sq.m. 180.00 316.80 17.1

Sq.ft. 16.75 29.45 17.2

17-4-1 Sq.m. 192.00 335.60 17.3

Sq.ft. 17.85 31.20

17-5-1 Sq.m. 168.00 292.10 17.2

Sq.ft. 15.60 27.15 17.10

17-6-1 Sq.m. 180.00 310.65 17.1

Sq.ft. 16.75 28.85 17.2

17.3

17.4

17-7-1 Sq.m. 168.00 293.60 17.2

Sq.ft. 15.60 27.30 17.13

17-8-1 Sq.m. 168.00 343.20 17.2

Sq.ft. 15.60 31.90 17.10

17-9-1 Sq.m. 156.00 273.45 17.2

Sq.ft. 14.50 25.40 17.10

17-10-1 Sq.m. 156.00 228.60 17.12

Sq.ft. 14.50 21.25

Ref. Tech.

Specs.

Painting with black bituminous or black japan paint in two or more

coats as per manufacturer's instructions on steel and iron work over

and including the cost of priming coat, surface preparation,

removing rust, scales and dust with wire brush in ground floor or

basement. (@ atleast 1.65 Litre per 10 Sq.m)

Painting with ICI/Berger or equivalent Aluminium paint in two or

more coats as per manufacturer's instructions on steel and iron

work over and including the cost of priming coat, surface

preparation, removing rust, scales and dust with wire brush in

ground floor or basement. (@ atleast 1.25 Litre per 10 Sq.m)

Rate (Rs.)

Painting two coats with coal-tar on wood work, plastered, rendered

or concrete surface in ground floor or basement.

Painting with ICI/Berger or equivalent super gloss synthetic enamel

paint in two or more coats as per manufacturer's instructions on

steel and iron work over and including the cost of priming coat,

surface preparation, removing rust, scales and dust with wire brush

in ground floor or basement. (@ atleast 1.25Litre per 10 Sq.m)

Painting with ICI/Berger or equivalent plastic emulsion paint of

approved shade in two or more coats as per manufacturer's

instructions on plastered rendered and/or concrete surface over

and including the cost of priming coat, surface preparation, dusting,

rubbing down smooth, filling cracks, holes removing blisters and

other blisters and other imperfections in ground floor or basement.

(@ atleast 1.65 Litre per 10 Sq.m)

Sr.No. Description

Painting two or more coats as per manufacturer's instructions with

wood preservative paint (solignum and/or creosote or equivalent) of

any approved manufacturer in basement and ground floor

Painting with paint mixed at site using ingredients and pigment to

produce required texture and shade in two or more coats on wood

work over and including the cost of priming coat, surface

preparation, rubbing down smooth, knotted, filling cracks, holes and

joints in ground floor or basement.


produce required texture and shade in two or more coats on

plastered, rendered and/or concrete surface over and including the

cost of priming coat, surface preparation, dusting, rubbing down

smooth, filling cracks, holes removing blisters & other blisters &

other imperfections in ground floor or basement.

Painting with ICI/Berger or equivalent super gloss synthetic enamel

paint in two or more coats as per manufacturer's instructions on

wood work over and including the cost of priming coat, surface

preparation, rubbing down smooth, knotted, filling cracks, holes and

joints in ground floor or basement. (@ atleast 1.65 Litre per 10

Sq.m)


produce required texture and shade in two or more coats on steel

and iron work and including the cost of priming coat, surface


ground floor or basement.

Unit

17 - 1



Labour Composite

Ref. Tech.

Specs.

Rate (Rs.)Sr.No. Description Unit

17-11-1 Sq.m. 156.00 223.30 17.10

Sq.ft. 14.50 20.75 17.12

17-12-1 Sq.m. 123.75 299.95 17.1

Sq.ft. 11.50 27.90 17.2

17.3

17-13 Sq.m. 117.75 282.60 17.2

Sq.ft. 10.95 26.25 17.10

17.1.21

.

17-14-1 Sq.m. 180.00 279.00 17.3

Sq.ft. 16.75 25.95 17.2

17.13

17-15 17.7

a) One coat (@ atleast 2.25 Litre per 10 Sq.m) Sq.m. 293.40 375.60

Sq.ft. 27.25 34.90

b) Two coats (@ atleast 1.65 Litre per 10 Sq.m) Sq.m. 360.00 458.05

Sq.ft. 33.45 42.55

17-16-1 Sq.m. 75.00 614.90 17.5

Sq.ft. 6.95 57.15

17-17-1 Sq.m. 75.00 816.20 17.5

Sq.ft. 6.95 75.85

17-18-1 Sq.m. 177.60 231.20 17.6

Sq.ft. 16.50 21.50

17-19 17.10

a) 1/2" (15 mm) nominal size of pipe R.M. 9.95 17.45

R.ft. 3.05 5.30

b) 3/4" (20 mm) nominal size of pipe R.M. 11.90 20.90

R.ft. 3.65 6.35

c) 1" (25 mm) nominal size of pipe R.M. 15.45 27.05

R.ft. 4.70 8.25

d) 1-1/4" (32 mm) nominal size of pipe R.M. 18.85 33.10

R.ft. 5.75 10.10

Applying french or spirit polish of approved make on wood work in

ground floor or basement

Painting with acid or alkali resisting paint of approved shade and

make in two or more coats as per manufacturer's instructions on

wood work, plastered rendered and or concrete surface over and

including the cost of priming coat, surface preparation, rubbing

down smooth, cleaning and rubbing in ground floor or basement.

(@ atleast 2.45 Litre per 10 Sq.m)

Applying two coats of synthetic clear varnish of an approved

manufacturer on wood work including cleaning in ground floor or

basement (@ atleast 1.65 Litre per 10 Sq.m)

Applying ICI/Berger or equivalent aluminium paint in two or more

coats as per manufacturer's instructions on pipes including specials

over and including the cost of red oxide priming coat, surface

preparation, removing dust, scales and dust with wire brush in


Painting with anti corrosive composition black bitumastic paint in

two or more coats as per manufacturer's instructions on steel and

iron work over and including the cost of priming coat, surface


ground floor or basement. (@ atleast 1.65 Litre per 10 Sq.m)

Painting by spray machine ICI/Berger or equivalent super gloss

synthetic enamel paint in two or more coats as per manufacturer's

instructions on steel and iron work over and including the cost of

priming coat, surface preparation, removing rust, scales and dust

with wire brush in ground floor or basement. (@ atleast 1.56 Litre

per 10 Sq.m)

Applying two coats of ICI or equivalent synthetic varnish on wood

work including cleaning in ground floor or basement (@ atleast 1.65

Litre per 10 Sq.m)

Applying bee wax of an approved make on wood work including

cleaning in ground floor or basement

Painting by spray machine ICI/Berger or equivalent super gloss

synthetic enamel paint in two or more coats as per manufacturer's

instructions on wood work over and including the cost of priming

coat, surface preparation, rubbing down smooth, knotted, filling

cracks, holes and joints in ground floor or basement. (@ atleast

1.25 Litre per 10 Sq.m)

17 - 2



Labour Composite

Ref. Tech.

Specs.


e) 1-1/2" (40 mm) nominal size of pipe R.M. 22.80 39.95

R.ft. 6.95 12.20

f) 2" (50 mm) nominal size of pipe R.M. 28.10 49.25

R.ft. 8.55 15.00

g) 2-1/2" (65 mm) nominal size of pipe R.M. 35.45 62.10

R.ft. 10.80 18.95

h) 3" (75 mm) nominal size of pipe R.M. 43.20 75.70

R.ft. 13.15 23.05

i) 4" (100 mm) nominal size of pipe R.M. 53.45 93.65

R.ft. 16.30 28.55

j) 5" (125 mm) nominal size of pipe R.M. 66.15 116.00

R.ft. 20.15 35.35

k) 6" (150 mm) nominal size of pipe R.M. 78.90 138.35

R.ft. 24.05 42.15

17-20 17.10

a) Two coats (@ atleast 1.65 Litre per 10 Sq.m) Sq.m. 55.50 98.65

Sq.ft. 5.15 9.15

b) Three coats (@ atleast 2.0 Litre per 10 Sq.m) Sq.m. 75.00 137.30

Sq.ft. 6.95 12.75

17-21

a) Upto 2.5" (64 mm) size 19.20 20.55

b) Above 2.5" (64 mm) upto 6" (150 mm) size 28.80 30.95

c) Above 6" (150 mm) upto 12" (300 mm) size 38.40 42.20

d) Above 12" (300 mm) upto 18" (450 mm) size 57.60 65.60

e) Above 18" (450 mm) upto 24" (600 mm) size 72.00 86.40

17-22-1 Sq.m. 21.00 22.05 17.2

Sq.ft. 1.95 2.05

17.13

17-23-1 Sq.m. 31.50 36.70 17.4

Sq.ft. 2.95 3.40 17.1.6

17-24 a) Sq.m. 36.00 46.95 17.1

Sq.ft. 3.35 4.35 17.4

17.13

Scraping old paints of all sorts in ground floor or basement with

blow lamp from wood, plastered, rendered and/or concrete surface

including rubbing, cleaning and removal of rubbish from the site

Each

letter

Applying red oxide paint in two/three coats as per manufacturer's

instructions on steel and iron work including removing rust, scales

and dust with wire brush in ground floor or basement.

Each

letter

Each

letter

Each

letter

Scraping, rubbing and cleaning paints of all sorts, from walls and

ceiling including removal of rubbish from the site in ground floor or

basement.

Removing stains from wood work by scraping on applying any

approved chemical including removal of rubbish from the site in


Each

letter

Lettering and figuring of any language on any surface with black

Japan paint or similar of approved quality in ground floor or

basement

17 - 3



Labour Composite

Ref. Tech.

Specs.


b) Sq.m. 28.50 41.80 17.1

Sq.ft. 2.65 3.90 17.4

17-25-1 Sq.m. 18.00 29.45 17.1

Sq.ft. 1.65 2.75 17.10

17-26-1 Sq.m. 12.00 16.20 17.4

Sq.ft. 1.10 1.50

17-27


Sq.ft. 1.95 3.80


Sq.ft. 3.40 6.50

17-28 17.9

17.12


Sq.ft. 3.90 4.65


Sq.ft. 5.85 6.95

17-29 17.4


Sq.ft. 6.70 9.90


Sq.ft. 8.90 15.30

17-30 17.1

17.10


Sq.ft. 4.45 7.25


Sq.ft. 8.90 15.20

17-31 17.1

17.2

17.3

a) One coat (@ atleast 2.25 Litre per 10 Sq.m) Sq.m. 72.00 107.35 17.4

Sq.ft. 6.70 10.00


Sq.ft. 8.90 15.50

Painting old surface in ground floor or basement with ICI/Berger or

equivalent super gloss synthetic enamel paint on wood work

including cleaning and sand papering the surface.

Painting old surface in ground floor or basement with paint mixed at

site using ingredient and pigment to produce required texture and

shade on wood work, plastered, rendered and concrete surface

including cleaning and sand papering.

Painting old surface with solignum and or creosote paint on wood

work in ground floor or basement including cleaning.

Painting old surface with coaltar on wood work, plastered, rendered

and or concrete surface in ground floor or basement including

cleaning.

Preparation of wooden surface for re-painting in ground floor or

basement (after old paint has been removed) including rubbing

down smooth, filling cracks, holes and joints.

Removing all sorts of varnish and polishes without blow lamp in

ground floor or basement from wooden surface including removal of

rubbish from the site.

Scraping old paint of all sorts with blow lamp in ground floor or

basement from steel and iron work including rubbing, cleaning and

removal of rubbish from the site.

Painting old surface in ground floor or basement with paint mixed at

site using ingredient and pigment to produce required texture and

shade on steel and iron work including cleaning and sand papering

the surface.

17 - 4



Labour Composite

Ref. Tech.

Specs.


17-32 17.10


Sq.ft. 4.45 7.35


Sq.ft. 8.90 14.00

17-33 17.1.17

17.1.20

17.1.19


Sq.ft. 6.70 10.85


Sq.ft. 8.90 17.30

17-34 17.10


Sq.ft. 4.45 6.90


Sq.ft. 8.90 13.80

17-35 17.1

17.13


Sq.ft. 4.45 8.05


Sq.ft. 6.70 12.90

17-36 17.1

17.13


Sq.ft. 6.70 8.75


Sq.ft. 8.90 13.00

17-37 17.2

17.5


Sq.ft. 6.70 8.80


Sq.ft. 8.90 12.90


equivalent super gloss synthetic enamel paint on steel and iron

work including cleaning and sand papering the surface.


equivalent plastic emulsion paint as per manufacturer's instructions

on plastered, rendered and concrete surface including cleaning and

sand papering the surface.


equivalent equivalent aluminium paint on steel and iron work as per

manufacturer's instructions including cleaning and sand papering

the surface.

Painting old surface in ground floor or basement with black

bituminous and/or black japan paint as per manufacturer's

instruction on wood and/or steel and iron work including cleaning

and sand papering the surface.

Painting old surface in ground floor or basement with acid or alkali

resisting paint of approved make and shade including cleaning and

sand papering.

Varnishing in ground floor or basement with varnish paint of

approved make on old surface of wood work including cleaning the

surface.

17 - 5



Labour Composite

Ref. Tech.

Specs.


17-38 17.2

17.7


Sq.ft. 10.70 13.50


Sq.ft. 18.10 22.80

17-39 17.2

17.5


Sq.ft. 6.70 25.00


Sq.ft. 8.90 46.95

17-40 17.7


Sq.ft. 6.70 31.85


Sq.ft. 8.90 61.25

17-41-1 Sq.m. 133.20 172.95 17.6

Sq.ft. 12.40 16.05

17-42 17.10

a) 1/2" (15 mm) nominal size of pipe

i) One coat (@ atleast 2.25 Litre per 10 Sq.m) R.M. 5.00 3.05

R.ft. 0.45 0.30

ii) Two coats (@ atleast 1.65 Litre per 10 Sq.m) R.M. 6.10 10.45

R.ft. 0.55 0.95

b) 3/4" (20 mm) nominal size of pipe


R.ft. 0.55 0.35


R.ft. 0.70 1.15

c) 1" (25 mm) nominal size of pipe


R.ft. 0.70 0.45


R.ft. 0.90 1.50

d) 1-1/4" (32 mm) nominal size of pipe


R.ft. 0.15 0.25


R.ft. 1.10 1.85

Applying copal varnish of an approved make on old surface of wood

work including sand papering and cleaning in ground floor or

basement.

Applying bee wax polishing on old surface of wood work including

sand papering and cleaning in ground floor or basement.

Applying ICI/Berger or equivalent aluminium paint in two or more

coats as per manufacturer's instructions on old surface of pipes

including specials sand papering and cleaning in ground floor or

basement.

Spirit or french polishing of approved make on old surface of wood

work including sand papering and cleaning in ground floor or

basement.

Applying synthetic clear varnish of an approved make on old

surface of wood work including sand papering and cleaning in


17 - 6



Labour Composite

Ref. Tech.

Specs.


e) 1-1/2" (40 mm) nominal size of pipe R.M.

i) One coat (@ atleast 2.25 Litre per 10 Sq.m) R.ft. 11.40 7.00

1.05 0.65

R.M.

ii) Two coats (@ atleast 1.65 Litre per 10 Sq.m) R.ft. 14.05 23.90

1.30 2.20

f) 2" (50 mm) nominal size of pipe


R.ft. 1.30 0.80


R.ft. 1.60 2.75

g) 2-1/2" (65 mm) nominal size of pipe


R.ft. 1.65 1.00


R.ft. 2.05 3.45

h) 3" (75 mm) nominal size of pipe


R.ft. 2.00 1.25


R.ft. 2.45 4.20

i) 4" (100 mm) nominal size of pipe


R.ft. 2.50 1.55


R.ft. 3.05 5.20

j) 5" (125 mm) nominal size of pipe


R.ft. 3.10 1.90


R.ft. 3.80 6.45

k) 6" (150 mm) nominal size of pipe


R.ft. 3.65 2.25


R.ft. 4.50 7.70

17-43-1 Sq.m. 48.00 100.05 17.13

Sq.ft. 4.45 9.30

17-44-1 Sq.m. 48.00 339.75 17.13

Sq.ft. 4.45 31.60

17-45-1 Sq.m. 48.00 81.50 17.13

Sq.ft. 4.45 7.55

17-46-1 Sq.m. 138.60 138.60 17.13

Sq.ft. 12.90 12.90

17-47 Extra for respective payable item of ground floor


Applying in ground floor or basement one coat with synthetic red

oxide primer on old surface of approved make including sand

papering and cleaning the surface.

Removing in ground floor or basement old paint from brick works

including cleaning & removing the rubbish from the site.

Applying in ground floor or basement one coat with synthetic red or

white lead primer on old surface of approved make including sand

papering and cleaning the surface.

%

Increase

Applying in ground floor or basement one coat with zinc chromate

primer on old surface of approved make including sand papering

and cleaning the surface.

17 - 7



Labour Composite

Ref. Tech.

Specs.


b) For each additional floor above first floor 7.5%

17-48-1 Rm 2.10 8.35 21.6

Rft 0.64 2.55

17-49-1 Rm 96.00 306.75 21.6.2

Rft 29.27 93.52

17-50-1 Rm 96.00 472.10 21.6.3

Rft 29.27 143.93

17-51-1 Sq.m. 31.50 48.35 15.5Sq.ft. 2.95 4.50

17-52-1 Sq.m. 52.50 62.40 15.5Sq.ft. 4.90 5.80

17-53-1 Sq.m. 31.50 41.40

Sq.ft. 2.95 3.85

17-54 15.3

a) One coat Sq.m. 23.70 26.75

Sq.ft. 2.20 2.50

b) Two coats Sq.m. 29.65 33.90

Sq.ft. 2.75 3.15

c) Three coats Sq.m. 35.55 41.10

Sq.ft. 3.30 3.80

17-55 15.4

a) One coat Sq.m. 24.75 28.10

Sq.ft. 2.30 2.60


Sq.ft. 2.85 3.30


Sq.ft. 3.40 3.95

17-56 15.3

a) One coat Sq.m. 23.70 26.80

Sq.ft. 2.20 2.50


Sq.ft. 3.30 3.65


Sq.ft. 4.40 4.85

17-57 15.3

a) One coat Sq.m. 23.70 27.50

Sq.ft. 2.20 2.55

P/L road marking with T.P (Thermoplastic) reflective paint 5'' wide.

Complete in all respect.

Painting traffic lane 5"(125 mm) wide, with road marking enamel

wide with reflective clorinated rubber (CR) paint including glass

Painting traffic lane 5"(125 mm) wide, with road marking enamel

%

Increase

Chalk washing on old surface of walls and ceiling including dusting

and cleaning in basement and ground floor

Cement washing on old surface of walls and ceiling including

dusting and cleaning in basement and ground floor

Scraping, rubbing and cleaning of oil bound distemper from ceiling

and walls including removal of rubbish in all floor items.

Scraping, rubbing and cleaning emulsion finish distemper from

walls and ceiling including removal of rubbish in all floor items.

Brushing and cleaning with solution of caustic soda the surface of

stone masonry, brick masonry and concrete including removal of

rubbish in all floor items.

Colour washing on old surface of walls and ceiling including dusting


Colour washing on old surface of walls and ceiling including dusting


17 - 8



Labour Composite

Ref. Tech.

Specs.



Sq.ft. 3.30 3.80


Sq.ft. 4.40 5.05

17.58 15.5

a) One coat @ atleast 2 Kgs per 10 Sq.m. Sq.m. 60.00 116.10

Sq.ft. 5.60 10.80

b) Two coats @ atleast 3 Kgs per 10 Sq.m. Sq.m. 72.00 154.90

Sq.ft. 6.70 14.40

17-59 15.5

a) One coat (@ atleast 0.75 Kg per 10 Sq.m) Sq.m. 30.00 59.20

Sq.ft. 2.80 5.50

b) Two coats (@ atleast 1.00 Kg per 10 Sq.m) Sq.m. 48.00 88.65

Sq.ft. 4.45 8.25

c) Three coats (@ atleast 1.50 Kg per 10 Sq.m) Sq.m. 60.00 103.20

Sq.ft. 5.60 9.60

17-60 15.7


Sq.ft. 4.05 7.80


Sq.ft. 5.60 10.00

c) Three coats (@ atleast 1.75 Litre per 10 Sq.m) Sq.m. 72.00 129.20

Sq.ft. 6.70 12.00

17-61 15.7


Sq.ft. 10.60 21.65


Sq.ft. 12.00 26.20

c) Three coats (@ atleast 1.75 Litre per 10 Sq.m) Sq.m. 162.00 338.50

Sq.ft. 15.05 31.45

17-62-1 Sq.m. 30.70 57.45 15.3Sq.ft. 2.85 5.35

Painting with Premier Quality Distemper on old surface of walls and

ceiling including dusting and cleaning in basement and ground

floor.

Oil free distempering of approved make and shade on old surface

of walls and ceiling including dusting, sand papering and cleaning in

basement and ground floor.

Distempering with Berger/ ICI or equivalent synthetic vinyl emulsion

paint of approved shade on old surface of walls and ceiling

including dusting, sand papering and cleaning in basement and

ground floor.

Applying weather resistant paint coating such as ICI/ Berger or

equivalent paint of approved shade on old surface of walls and

ceiling including dusting, sand papering and cleaning, scaffolding

and removal of debris.

White washing three coats including dusting, filling the holes,

cracks and removing inequalities, if any, at any height in any floor.

17 - 9



Labour Composite

Ref. Tech.

Specs.


17-63-1 Sq.m. 33.75 63.20 15.4Sq.ft. 3.15 5.85

17-64-1 Chalk washing three coats at any height in any floor. Sq.m. 30.55 39.20

Sq.ft. 2.85 3.65

17-65-1 Sq.m. 18.85 69.05 15.3.5Sq.ft. 1.75 6.40

17-66-1 Sq.m. 89.25 137.70 15.5Sq.ft. 8.30 12.80

17-67-1 Sq.m. 107.25 182.35 15.5Sq.ft. 9.95 16.95

17-68-1 Sq.m. 101.25 133.65

Sq.ft. 9.40 12.40

17-69-1 Sq.m. 144.00 341.90 15.7Sq.ft. 13.40 31.80

17-70-1 Sq.m. 98.40 103.30

Sq.ft. 9.15 9.60

17-71-1 Sq.m. 144.00 277.20 15.8Sq.ft. 13.40 25.75

% age

increase15%

17-72-1 Extra for Paint of height above 12 ft but upto 24 ft on Ground Floor

only

Distempering with Berger, ICI or equivalent synthetic polyvinyl

emulsion finish of approved shade in two or more coats over and

including the cost of priming coat including preparation of surface

viz. dusting, sand papering or rubbing with pumice stone, filling

cracks or holes, if any, removing blisters or other imperfections at

any height and any floor. (@ atleast 2.20 Litre per 10 Sq.m)

Snow ceming of approved make and shade in two coats well

scrubbed into the surface including finishing smooth at any height

in ground floor and basement (@ atleast 3.25 Kgs per 10 Sq.m.

Applying weather resistant paint coating such as ICI weather

shield,Berger weather coat or equivalent to interior or exterior walls

or ceiling including supplying all labour, materials, scaffoldings and

removal of debris etc. @ atleast 3.50 litre per 10 Sq.m.

Extra for making band of required size in white wash, colour wash

and distemper at any height in ground floor and basement

Applying architectural coating such as Rockwall, Durock, Graphaito

or equivalent to interior or exterior walls including supplying all

labour, materials, scaffoldings and removal of debris etc.

Colour washing two coats over and including the cost of one

priming coat of lie wash including dusting, filling the holes, cracks

and removing inequalities, if any, at any height in any floor

Cement washing two coats at any height in any floor.

Oil free distempering of approved make and shade in two or more

coats over and including the cost of priming coat including

preparation of surface viz. dusting, sand papering or rubbing with

pumice stone, filling cracks or holes, if any, removing blisters or

other imperfections at any height and any floor. (@ atleast 1.25 kg

per 10 Sq.m of distemper per coat)

17 - 10


Volume-I


SECTION 18

LINING

OF

CANALS 1. RATES FOR ALL FINISHED WORKS




2. RATES ALSO INCLUDE CURING FOR

SPECIFIED PERIOD WHEHEVER

NECESSARY.

3. NOMINAL DIMENSIONS OF TILE OR

BRICK SHALL BE TAKEN FOR THE

PURPOSE OF MEASUREMENT AND

PAYMENT.

4J. JOINTS TREATMENT WILL BE PAID FOR

UNDER RESPECTIVE ITEMS IN

SECTION-5 "CONCRETE".


Vol -1, 2018

Chapter -18, (Lining of

Canals)

Labour Composite

18-1 18.3.2

18.4.3

a) In bed Sq.m. 91.90 96.45

Sq.ft. 8.55 8.95

b) On slopes Sq.m. 126.00 132.30

Sq.ft. 11.70 12.30

18-2-1 Cu.m. 31.50 31.50 18.3.3

Cu.ft. 2.95 2.95

18-3-1 Sq.m. 186.00 285.10 18.3.4

Sq.ft. 17.30 26.50

18-4 18.3.4

a) In bed Sq.m. 118.90 184.30

Sq.ft. 11.05 17.15

b) On slopes Sq.m. 146.85 212.25

Sq.ft. 13.65 19.75

18-5 18.3.4

a) In bed Sq.m. 144.75 270.75

Sq.ft. 13.45 25.15

b) On slopes Sq.m. 182.25 308.25

Sq.ft. 16.95 28.65

18-6 18.3.4

a) In bed Sq.m. 182.25 343.35

Sq.ft. 16.95 31.90

b) On slopes Sq.m. 219.75 380.85

Sq.ft. 20.40 35.40

18-7 18.3.4

a) In bed Sq.m. 219.75 408.50

Sq.ft. 20.40 37.95

b) On slopes Sq.m. 234.75 423.50

Sq.ft. 21.80 39.35

18-8 18.3.4

a) In bed Sq.m. 234.75 458.65

Sq.ft. 21.80 42.65

Ref. Tech.

Specs.

Rate (Rs.)

Providing and laying 1" (25 mm) thick cement plaster 1:6 in

bed and on slopes of canals including trowel finishing and

curing.

Providing and laying 1.5" (38 mm) thick cement plaster 1:6 in


curing.

Forming, dressing and preparing sub-grade to provide smooth

and finished surface for lining in bed and on side slopes on

already compacted embankment of canals.

Providing and laying 2" (50 mm) thick stabilizing layer of

cement sand mortar(1:30) on slopes including curing.

Excavation below sub-grade line will be paid under item 18-2-

1.

Unit

Trench excavation for profile walls of lining in bed and on

slopes below sub-grade level and disposal of excavated

material upto 50 ft (15 m.)

Providing and laying 1/2 " (13 mm) thick cement plaster 1:6 in


curing.



curing.

Sr.No. Description



curing.

18 - 1


Vol -1, 2018


Canals)

Labour Composite

Ref. Tech.

Specs.


b) On slopes Sq.m. 263.25 487.15

Sq.ft. 24.45 45.25

18-9 18.3.4

a) In bed Sq.m. 118.90 230.35

Sq.ft. 11.05 21.40

b) On slopes Sq.m. 146.85 258.30

Sq.ft. 13.65 24.00

18-10-1 Sq.m. 79.50 414.85 18.2

Sq.ft. 7.40 38.55

18-11-1 Sq.m. 111.75 708.25 18.2

Sq.ft. 10.40 65.80

18-12 18.3

a) In bed Cu.m. 2,796.00 11,275.15

Cu.ft. 79.20 319.30

b) On slopes Cu.m. 3,223.50 10,945.20

Cu.ft. 91.30 309.95

18-13 18.3

a) In bed Cu.m. 2,796.00 10,189.35

Cu.ft. 79.20 288.55

b) On slopes Cu.m. 3,223.50 10,945.20

Cu.ft. 91.30 309.95

18-14 18.3

a) In bed Cu.m. 2,796.00 9,932.55

Cu.ft. 79.20 281.25

b) On slopes Cu.m. 3,223.50 10,258.10

Cu.ft. 91.30 290.50

Providing and laying 1/2 " (13 mm) thick cement plaster 1:3 in


curing.

Providing and laying first class burnt brick tiles 12" x 6" x 2"

(305mm x152mm x 51mm) in lining between profile walls in 1

: 6 cement sand mortar over and including the cost of 3/8"

(9.5mm) bedding and vertical joints and including scaffolding,

formwork, its removal and curing. The stabilizing layer and

cement plaster as laid on site as per design requirements, will

be paid separately.

Providing and laying first class burnt brick 9" x 4.38" x 2.69"

(230mm x110mm x 68mm) in lining between profile walls in

1:6 cement sand mortar over and including the cost of 3/8"



cement plaster as laid on the site as per design requirements,

will be paid separately.

Providing and laying first class burnt brick tiles 12" x 6" x 2"






be paid separately.

Providing and spraying asphalt/bitumen membrane 3.30

kg/sq.m. having a thickness of not less than (1/8") 3.2mm on

mortar base and/or on lining including heating and cost of hire

charges of plant.

Providing and spraying asphalt/bitumen membrane 1.65

kg/sq.m. having a thickness of not less than (1/16") 1.6mm on

mortar base and/or on lining including heating and cost of hire

charges of plant.

18 - 2


Vol -1, 2018


Canals)

Labour Composite

Ref. Tech.

Specs.


18-15 18.3

a) In bed Cu.m. 2,796.00 9,557.10

Cu.ft. 79.20 270.65

b) On slopes Cu.m. 3,223.50 9,889.35

Cu.ft. 91.30 280.05

18-16 18.4

a) In bed

i) Cement concrete lining 1 : 2 : 4 Cu.m. 2,368.50 9,716.15

Cu.ft. 67.05 275.15

ii) Cement concrete lining 1 : 3 : 6 Cu.m. 2,368.50 9,134.10

Cu.ft. 67.05 258.65

iii) Cement concrete lining 1 : 4 : 8 Cu.m. 2,368.50 8,172.40

Cu.ft. 67.05 231.45

b) On slopes

i) Cement concrete lining 1 : 2 : 4 Cu.m. 2,769.75 10,341.80

Cu.ft. 78.45 292.85

ii) Cement concrete lining 1 : 3 : 6 Cu.m. 2,769.75 9,607.60

Cu.ft. 78.45 272.05

iii) Cement concrete lining 1 : 4 : 8 Cu.m. 2,769.75 8,645.90

Cu.ft. 78.45 244.85

Providing and laying first class burnt brick 9" x 4.38" x 2.69"






be paid separately.

Providing and laying in situ cement concrete using crushed

aggregate 3/4" (19mm) thick and down gauge in canal lining

including scaffolding, formwork, its removal and curing.

18 - 3


Volume-I


SECTION 19

PROTECTION

AND

DIVERSION

WORKS

1. STONE PITCHING ON SLOPE/LEVEL,

BOULDER FILLING IN WIRE CRATES IN RETAINING WALLS, WING WALLS, APRONS,

TOE WALLS, PROTECTION WALL (IN STEPS AND SLOPE) AND OTHER

GABION/ DRY HAND PACKED STRUCTURES HAVING PROPER DESIGN

SECTION WILL BE TREATED AS FINISH WORK AND NO DEDUCTION FOR VOIDS WILL

BE MADE FROM MEASUREMENTS.


Vol -1, 2018

Chapter -19, (Protection and

Diversion Works)

Labour Composite

19-1 a) Cu.m. 262.50 262.50 19.4

Cu.ft. 7.45 7.45

b) Extra for every additional 1/2 km. or part thereof. Cu.m. 52.50 52.50 1.1

Cu.ft. 1.50 1.50

19-2-1 Weaving matresses. Sq.m. 52.50 52.50 19.4

Sq.ft. 4.90 4.90

19-3-1 Each 26.25 106.05 19.2

19-4-1 Each 52.50 132.30 19.2

19-5-1 Each 105.00 327.60 19.2

19-6-1 Each 157.50 380.10 19.2

19-7

a) First 100 ft.(30 m.) ( 1st chain) %Nos. 262.50 262.50 1.1

b) 1.1

c) Fifth 100 ft. (30 m.) or part thereof (5th chain) 1.1

19-8 1.1

a) First 100 ft.(30 m.) ( 1st chain) %Nos. 1,050.00 1,050.00 1.1

b) 420.00 420.00 1.1

c) Fifth 100 ft. (30 m.) or part thereof (5th chain) 210.00 210.00 1.1

19-9 Rolling matresses to river edge and floating after

unrolling.

a) Area of matresses upto 2000 Sq.ft.(186 Sq.m.) Sq.m. 735.00 735.00 19.3

Sq.ft. 68.30 68.30

b) Sq.m. 1,050.00 1,050.00 19.3

Sq.ft. 97.60 97.60

c) Area of matresses above 2500 Sq.ft.(232 Sq.m.) Sq.m. 1,260.00 1,260.00 19.3

Sq.ft. 117.10 117.10

19-10-1 Sewing empty cement bags in sheets. %Nos. 1,050.00 1,575.00 19.2

Ref. Tech.

Specs.

52.50 52.50

Carriage of jute bags 1.25 Cu.ft.(0.035 cu.m.) capacity

filled with sand or earth.

%Nos.per

30 m.

%Nos.per

30 m.

Second 100 ft.(30 m.) or part thereof to 400 ft.(120 m.) per

30m. (2nd chain to 4th chain)

105.00 105.00

%Nos.per

30 m.

Carriage of jute bags 4 to 5 Cu.ft. (0.11 to 0.14 cu.m.)

capacity filled with sand or earth.

Second 100 ft.(30 m.) or part thereof to 400 ft.(120 m.) per

30m. (2nd chain to 4th chain)

%Nos.per

30 m.

Area of matresses above 2000 upto 2500 Sq.ft.(186 to

232 Sq.m.)


Cutting pilchi, frash or sarkanda including carriage within

one km.

Supplying and filling old jute bags 1.25 Cu.ft. (0.035Cu.m.)

capacity with sand or earth including sewing and laying in

position under water.

Supplying and filling old jute bags 1.25 Cu.ft. (0.035Cu.m.)

capacity with sand or earth including sewing and stacking

on dry surface.

Unit

Supplying & filling new jute bags 4 to 5 Cu.ft. (0.11 to

0.14Cu.m.) capacity with sand or earth including sewing

and stacking on dry surface

Supplying & filling new jute bags 4 to 5 Cu.ft. (0.11 to

0.14Cu.m.) capacity with sand or earth including sewing

and laying in position under water.

19 - 1


Vol -1, 2018


Diversion Works)

Labour Composite

Ref. Tech.

Specs.

Rate (Rs.)Sr. No. Description Unit

19-11-1 Cu.m. 525.00 656.25 17.6

Cu.ft. 14.85 18.60

19-12-1 Cu.m. 367.50 367.50 19.3

Cu.ft. 10.40 10.40

19-13 19.3

a) Boulders and/or stones 9" (230 mm) and above. Cu.m. 1,050.00 1,050.00

Cu.ft. 29.75 29.75

b) Oversize shingle 3" to 9" (75 mm to 230 mm). Cu.m. 682.50 682.50

Cu.ft. 19.35 19.35

c) Mixed graded shingle Cu.m. 840.00 840.00

Cu.ft. 23.80 23.80

19-14-1 19.3

Each 105.00 105.00

19-15-1 Cu.m. 315.00 1,538.65 5.3.1.4

Cu.ft. 8.90 43.55

19-16 19.2

a) 6" (150 mm) mesh

i) 15 SWG (1.69 mm) wire Sq.m. 143.65 221.65

Sq.ft. 13.35 20.60

ii) 10 SWG (2.54 mm) wire Sq.m. 149.65 329.05

Sq.ft. 13.90 30.60

iii) 8 SWG (3.18 mm) wire Sq.m. 149.65 446.05

Sq.ft. 13.90 41.45

b) 4" (100 mm) mesh

i) 15 SWG (1.69 mm) wire Sq.m. 191.50 316.30

Sq.ft. 17.80 29.40

ii) 10 SWG (2.54 mm) wire Sq.m. 203.50 468.70

Sq.ft. 18.90 43.55

iii) 8 SWG (3.18 mm) wire Sq.m. 203.50 624.70

Sq.ft. 18.90 58.05

19-17 19.2

a) Stone or boulders Cu.m. 577.50 1,509.70

Cu.ft. 16.35 42.75

b) Oversize shingle 3" to 9" (75 mm to 230 mm). Cu.m. 577.50 1,801.15

Cu.ft. 16.35 51.00

c) Mixed graded shingle Cu.m. 446.25 842.25

Cu.ft. 12.65 23.85

Launching round bundles as in item No.19-11-1 in canal

or in river and placing in position.

Collecting and stacking at site of work within 500 ft. (150

m or Five chains)

Supplying Munj or Patha Trungers 6" (150 mm) mesh,

capacity 3 Cu.ft (0.085 Cu.m) or one Sq.m. in size.

Providing and laying Crush Aggregate on top of bund,

including handling of material within 300 ft. (90m).

Providing and weaving G.I. wire netting for wire crates

including siding and partition to make crates.

Supplying and dumping without boat within a lead of 300 ft

(90m or three chains). (No additional cost to be provided

for voids)

Making compact pilchi, frash or sarkanda round bundles

of specified size for the work

19 - 2


Vol -1, 2018


Diversion Works)

Labour Composite

Ref. Tech.

Specs.


19-18 19.2

a) Stone or boulders Cu.m. 1,132.50 2,064.70

Cu.ft. 32.05 58.45

b) Oversize shingle 3" to 9" (75 mm to 230 mm). Cu.m. 1,132.50 2,356.15

Cu.ft. 32.05 66.70

c) Mixed graded shingle Cu.m. 817.50 1,213.50

Cu.ft. 23.15 34.35

19-19-1 Cu.m. 787.50 1,147.50 19.2

Cu.ft. 22.30 32.50

19-20-1 Cu.m. 945.00 951.90 19.2

Cu.ft. 26.75 26.95

19-21 19.2

a) Stone or boulders Cu.m. 997.50 1,929.70

Cu.ft. 28.25 54.65

b) Oversize shingle 3" to 9" (75 mm to 230 mm). Cu.m. 997.50 2,221.15

Cu.ft. 28.25 62.90

19-22-1 Cu.m. 131.25 131.25

Cu.ft. 3.70 3.70

19-23-1 Extra for tipping crates over and above item 19-22. Cu.m. 525.00 525.00 19.3

Cu.ft. 14.85 14.85

19-24-1 Pilchi revetment including carriage within one kilometre. Sq.m. 84.00 151.30 19.4

Sq.ft. 7.80 14.05

19-25-1 Sq.m. 210.00 215.15 19.6

Sq.ft. 19.50 20.00

19-26-1 Sq.m. 142.60 300.35 19.6

Sq.ft. 13.25 27.90

19-27-1 Sq.m. 53.25 384.45 19.7

Sq.ft. 4.95 35.75

19-28-1 Sq.m. 95.70 320.90 19.7

Sq.ft. 8.90 29.80

Constructing groynes upto 5 ft.(1.5m) height, with single

row of wooden vertical stakes 7" to 12" (175mm to

300mm.) dia., 12" (0.3m) apart, average lead one Km.

The measurement shall be made for the area of elevation

on one face only.

Constructing groynes upto 10 ft. (3m) height, with double

row of wooden vertical stakes 7" to 12" (175mm to

300mm) dia., 12" (0.3m) apart, average lead one Km. The

measurement shall be made for the area of elevation on

one face only.

Providing and filling brick bats into crates, the cost of

crates will be paid for separately

Surface protection with pilchi matresses including carriage

upto one kilometre.

Supplying and laying pilchi, sarkanda or frash pitching on

slopes within one Km. Including supplying and driving of

pegs 1.5 ft (0.5m.) long sharpened at one end and tying

with wire or munj/patha band. Cost of placing earth

between rolls shall be paid for separately as earthwork.

Supplying, filling and packing brick into crates by hand,

the cost of crates will be paid for separately

Supplying and filling in wire crates including sewing the

crates. The cost of crates shall be paid for

separately.Semi -dressed with hand packing.

Supplying and dumping by boat within a lead of 300 ft

(90m or three chains). (No additional cost to be provided

for voids)

Extra for anchoring boats for dumping by boats and or

tipping crates.

19 - 3


Vol -1, 2018


Diversion Works)

Labour Composite

Ref. Tech.

Specs.


19-29-1 Cu.m. 639.00 1,486.45 19.5

Cu.ft. 18.10 42.10

19-30 a) Cu.m. 1,590.00 2,352.70 19.5

Cu.ft. 45.05 66.60

b) Cu.m. 210.00 210.00 19.5

Cu.ft. 5.95 5.95

19-31 Providing and laying stone pitching for top layer only. 19.5

a) On slope 1,440.00 2,202.70

Cu.ft. 40.80 62.40

b) On level Cu.m. 1,125.00 1,887.70

Cu.ft. 31.85 53.45

19-32 Providing and filling stone spawl. (No additional cost to be

provided for voids)

19.5

a) On slope Cu.m. 630.00 2,307.95

Cu.ft. 17.85 65.35

b) On level Cu.m. 420.00 1,182.70

Cu.ft. 11.90 33.50

19-33 19.5

a) Top layer on slope Cu.m. 2,370.00 4,231.30

Cu.ft. 67.10 119.80

b) Top layer on level Cu.m. 2,160.00 4,010.80

Cu.ft. 61.15 113.60

c) Cu.m. 1,102.50 2,762.30

Cu.ft. 31.20 78.20

19-34 Grouting stone pitching. 19.5

a) Cement sand mortar 1 : 3 Sq.m. 248.25 714.10

Sq.ft. 23.05 66.35

b) Cement sand mortar 1 : 8 Sq.m. 248.25 478.35

Sq.ft. 23.05 44.45

19-35-1 Sand grouting in stone apron with high pressure hose. Sq.m. 93.00 153.25 19.5

Sq.ft. 8.65 14.25

19-36 a) Grouting or filling stone pitching with shingle/bajri. Cu.m. 93.00 147.30 19.5

Cu.ft. 8.65 13.70

b) Grouting or filling stone pitching with P.C.C 1:3:6 Cu.m. 93.00 129.40

Cu.ft. 8.65 12.05

Providing and laying stone pitching and/or filling dry hand

packed as filling behind retaining walls and/or in pitching

or aprons.

Providing and laying stone pitching with hammer dressed

stones on surface laid in courses including lift of 1.5 m

and lead upto 30m.

Providing and laying stone pitching by hand packing with

surface levelled off to the correct section and voids filled

in 1:8 cement sand mortar in floors of bridges, along

banks and/or in aprons. (No additional cost to be provided

for voids)

Stone pitching and/or filling on slope or on level surface

other than top layer.

Extra for every 5 ft of additional lift

19 - 4


Vol -1, 2018


Diversion Works)

Labour Composite

Ref. Tech.

Specs.


19-37-1 Cu.m. 975.00 986.70 19.5

Cu.ft. 27.60 27.95

19-38-1 Grouting jharies between blocks with Crush Aggregate. Cu.m. 375.00 716.15 19.5

Cu.ft. 10.60 20.30

19-39 Breaking stone into spawls and stacking. 19.2

a) 3" (75 mm) and down gauge Cu.m. 840.00 840.00

Cu.ft. 23.80 23.80

b) 2.5" (64 mm) and down gauge Cu.m. 945.00 945.00

Cu.ft. 26.75 26.75

c) 2" (50 mm) and down gauge Cu.m. 1,050.00 1,050.00

Cu.ft. 29.75 29.75

d) 1.5" (37 mm) and down gauge Cu.m. 1,155.00 1,155.00

Cu.ft. 32.70 32.70

e) 1" (25 mm) and down gauge Cu.m. 1,260.00 1,260.00

Cu.ft. 35.70 35.70

f) 3/4" (19 mm) and down gauge Cu.m. 1,338.75 1,338.75

Cu.ft. 37.90 37.90

19-40 19.7

a) 3" (75 mm) and down gauge Each 25.20 25.20

b) 2.5" (64 mm) and down gauge Each 37.80 37.80

c) 2" (50 mm) and down gauge Each 50.40 50.40

d) 1.5" (37 mm) and down gauge Each 75.60 75.60

19-41 19.7

a) %Nos. 1,020.00 1,275.00

b) %Nos. 1,147.50 1,434.40

c) %Nos. 1,402.50 1,753.15

d) %Nos. 1,657.50 2,071.90

19-42 Supplying unsharpened pegs and stacking along the

canal bank.

19.7

a) %Nos. - 1,530.00

b) %Nos. - 1,721.30

c) %Nos. - 2,103.80

Removing stone and repitching (hand packed) on slopes

or level including making good any damage to slopes and

or level portion.

Fixing floating spurs, with material taken from canal

plantation within one Km.

Unsharpened pegs above 4 ft.to 4.5 ft.(1.25m to 1.5m.)

long & 3" to 6" (75mm to 150mm) dia.

Unsharpened pegs 4 ft.to 4.5 ft.(1.25m to 1.5m.) long & 3"

to 6" (75mm to 150 mm) dia.

Unsharpened pegs above 4.5 ft.to 6.5 ft.(1.5m to 2m.)


Unsharpened pegs above 3 ft.to 4 ft.(1m to 1.25m.) long &

3" to 6" (75mm to 150mm) dia.

Unsharpened pegs 3 ft.(1m.) long & 3" to 6" (75 to 150

mm) dia.

Unsharpened pegs above 3 ft.to 4 ft.(1m to 1.25m.) long &

3" to 6" (75mm to 150mm) dia.

Unsharpened pegs 3 ft.(1m.) long & 3" to 6" (75 to

150mm) dia.

Cutting unsharpened pegs from canal plantation and

stacking within one km.

19 - 5


Vol -1, 2018


Diversion Works)

Labour Composite

Ref. Tech.

Specs.


d) %Nos. - 2,486.30

e) %Nos. - 4,972.55

19-43 Sharpening one end of pegs 19.7

a) Pegs 3 ft.(1m.) long & 3" to 6" (75 to 150 mm) dia. %Nos. 637.50 637.50

b) %Nos. 669.40 669.40

c) %Nos. 704.20 704.20

d) %Nos. 774.20 774.20

e) %Nos. 1,006.45 1,006.45

19-44 Driving pegs below the available bed and/or ground level. 19.7

a) %Nos. 876.75 876.75

b) %Nos. 1,008.25 1,008.25

c) %Nos. 1,159.50 1,159.50

d) %Nos. 1,333.45 1,333.45

e) %Nos. 1,533.45 1,533.45

19-45-1 1,533.45 1,578.45 1.1

19-46 19.6

a) For 3 ft. (1 m.) long pegs. 2,415.00 2,415.00

b) For 3 ft. to 4 ft. (1 m. to 1.25 m) long pegs. 2,520.00 2,520.00

c) For 4 ft. to 5 ft. (1.25 m. to 1.5 m) long pegs. 3,255.00 3,255.00

d) For 5 ft. to 6.5 ft. (1.5 m. to 2 m) long pegs. 4,200.00 4,200.00

e) For 6.5 ft. to 8 ft. (2 m. to 2.5 m) long pegs. 5,670.00 5,670.00

%Nos.per

30 m.

%Nos.per

30 m.

%Nos.per

30 m.

Carriage of jute bags 1.25 Cu.ft.(0.035 cu.m.) capacity

filled with sand or earth.

%Nos.per

30 m.

%Nos.per

30 m.

%Nos.per

30 m.

Cutting brush wood from canal plantation lead within one

km and wattling between stakes and inter twining (Av.

thickness = 1ft. (0.3m) of wattled brushwood)

Pegs above 3 ft.to 4 ft.(1m to 1.25m.) long & 3" to 6"

(75mm to 150mm) dia.

Pegs above 4 ft.to 4.5 ft.(1.25m to 1.5m.) long & 3" to 6"


Pegs above 4.5 ft.to 6.5 ft.(1.5m to 2m.) long & 3" to 6"


Pegs above 6.5 ft.to 8 ft.(2m to 2.5m.) long & 4" to 8"


Pegs 4 ft.to 4.5 ft.(1.25m to 1.5m.) long & 3" to 6" (75mm

to 150 mm) dia to be driven 1.5 ft. (0.45 m)

Pegs above 4.5 ft.to 6.5 ft.(1.5m to 2m.) long & 3" to 6"

(75mm to 150mm) dia to be driven 1.75 ft. (0.55 m)

Pegs 3 ft.(1m.) long & 3" to 6" (75 to 150 mm) dia to be

driven 1 ft. (0.3m)

Pegs above 6.5 ft.to 8 ft.(2m to 2.5m.) long & 4" to 8"

(100mm to 200mm) dia to be driven 2 ft. (0.6 m)

Unsharpened pegs above 4.5 ft.to 6.5 ft.(1.5m to 2m.)


Unsharpened pegs above 6.5 ft.to 8 ft.(2m to 2.5m) long &

4" to 8" (100mm to 200mm) dia.

Pegs above 3 ft.to 4 ft.(1m to 1.25m.) long & 3" to 6"

(75mm to 150mm) dia to be driven 1.25 ft. (0.4 m)

19 - 6


Vol -1, 2018


Diversion Works)

Labour Composite

Ref. Tech.

Specs.


19-47 19.6

a) For 3 ft. (1 m.) long pegs. - 2,704.80

b) For 3 ft. to 4 ft. (1 m. to 1.25 m) long pegs. - 2,822.40

c) For 4 ft. to 5 ft. (1.25 m. to 1.5 m) long pegs. - 3,645.60

d) For 5 ft. to 6.5 ft. (1.5 m. to 2 m) long pegs. - 4,704.00

e) For 6.5 ft. to 8 ft. (2 m. to 2.5 m) long pegs. - 6,350.40

19-48 Supplying bamboos. 19.2

a) 10 ft. (3 m.) long and 2" (50 mm) dia. Each - 331.20

b) 11.5 ft. (3.5 m.) long and 3" (75 mm) dia. Each - 386.40

c) 14 ft. (4.25 m.) long and 3" (75 mm) dia. Each - 469.20

d) 16.5 ft. (5 m.) long and 3.5" to 4" (87.5 mm to 100 mm)

dia.

Each - 552.00

e) 20 ft. (6 m.) long and 3.5" to 4" (87.5 mm to 100 mm) dia. Each - 662.40

19-49 Sharpening one end of bamboo pegs. 19.2

a) 10 ft. (3 m.) long and 2" (50 mm) dia. %Nos. 892.50 892.50

b) 11.5 ft. (3.5 m.) long and 3" (75 mm) dia. %Nos. 981.75 981.75

c) 14 ft. (4.25 m.) long and 3" (75 mm) dia. %Nos. 1,079.95 1,079.95

d) 16.5 ft. (5 m.) long and 3.5" to 4" (87.5 mm to 100 mm)

dia.

%Nos. 1,187.90 1,187.90

e) 20 ft. (6 m.) long and 3.5" to 4" (87.5 mm to 100 mm) dia. %Nos. 1,306.70 1,306.70

19-50 Driving bamboos below available bed and/or ground level. 19.7.2

a) 10 ft. (3 m.) long and 2" (50 mm) dia. to be driven 2.5 ft.

(0.75m)

%Nos. 1,399.65 1,399.65

b) 11.5 ft.(3.5 m.) long and 3" (75 mm) dia to be driven 2.75

ft (0.8m)

%Nos. 1,609.60 1,609.60

c) 14 ft. (4.25 m.) long and 3" (75 mm) dia to be driven 3.5 ft

(1.05m)

%Nos. 1,851.05 1,851.05

d) %Nos. 2,128.70 2,128.70

e) %Nos. 2,448.00 2,448.00

19-51-1 105.00 171.00 19.7.2

20 ft. (6 m) long and 3.5" to 4" (87.5mm to 100mm) dia to

be driven 4 ft (1.25m)

%Nos.per

30 m.

%Nos.per

30 m.

%Nos.per

30 m.

%Nos.per

30 m.

%Nos.per

30 m.

%Nos.per

30 m.

16.5 ft.(5m) long and 3.5" to 4" (87.5mm to 100mm) dia to

be driven 4 ft (1.05m)

Supplying brush wood and stacking along the canal and

wattling between stakes and inter twining (Av. thickness =

1ft. (0.3m) of wattled brushwood)

Tying two rows of bamboos 50mm dia with munj, patha or

coir ban including tying around each peg.

19 - 7


Vol -1, 2018


Diversion Works)

Labour Composite

Ref. Tech.

Specs.


19-52-1 19.7.2

134.40 1,814.40

19-53 19.6

a) For bamboos above 8 ft. to 10 ft.(2.5 to 3 m.) long 6,930.00 6,930.00

b) For bamboos above 10 ft. to 11.5 ft.(3 to 3.5 m.) long 8,295.00 8,295.00

c) For bamboos above 11.5 ft. to 13 ft.(3.5 to 4 m.) long 9,292.50 9,292.50

d) For bamboos above 13 ft. to 15 ft.(4 to 4.5 m.) long 11,025.00 11,025.00

e) For bamboos above 15 ft. to 16.5 ft.(4.5 to 5 m.) long 12,075.00 12,075.00

f) For bamboos above 16.5 ft. to 20 ft.(5 to 6 m.) long 14,595.00 14,595.00

19-54 19.6

a) For bamboos above 8 ft. to 10 ft.(2.5 to 3 m.) long 6,930.00 7,761.60

b) For bamboos above 10 ft. to 11.5 ft.(3 to 3.5 m.) long 8,295.00 9,290.40

c) For bamboos above 11.5 ft. to 13 ft.(3.5 to 4 m.) long 9,292.50 10,407.60

d) For bamboos above 13 ft. to 15 ft.(4 to 4.5 m.) long 11,025.00 12,348.00

e) For bamboos above 15 ft. to 16.5 ft.(4.5 to 5 m.) long 12,075.00 13,524.00

f) For bamboos above 16.5 ft. to 20 ft.(5 to 6 m.) long 14,595.00 16,346.40

19-55-1 Cu.m. 165.35 210.00 19.6

Cu.ft. 4.70 5.95

19-56-1 Supplying brush wood and stacking along canal bank. Cu.m. 210.00 231.00 19.6

Cu.ft. 5.95 6.55

19-57-1 Filling brush wood only, thoroughly packed. Cu.m. 105.00 105.00 19.6

Cu.ft. 2.95 2.95

%Nos.per

30 m.

Cutting and stacking brush wood from canal plantation

within one km.

%Nos.per

30 m.

%Nos.per

30 m.

%Nos.per

30 m.

%Nos.per

30 m.

%Nos.per

30 m.

Supply brush wood and stacking along the canal bank and

wattling between stakes and inter twining (Av. thickness =

1ft. (0.3 m) of wattled brush wood

%Nos.per

30 m.

%Nos.per

30 m.

%Nos.per

30 m.

%Nos.per

30 m.

%Nos.per

30 m.

%Nos.per

30 m.

%Nos.per

30 m.

Cutting brush wood from canal plantation lead within one

km and wattling between stakes and inter twining (Av.

thickness = 1ft (0.3m) of wattled brush wood).

Tying two rows of bamboos 3" to 4" (75mm to 100mm) dia

with G.I SWG No.10 (2.54mm) wire including tying around

the bamboos and third tie around the top end only

19 - 8


Vol -1, 2018


Diversion Works)

Labour Composite

Ref. Tech.

Specs.


19-58-1 Per 30 m. 975.45 975.45 19.6

19-59-1 Gachi pitching 1 ft (0.3m) thick. Sq.m. 464.10 464.10

Sq.ft. 43.15 43.15

19-60-1 Sq.m. 378.00 378.00

Sq.ft. 35.15 35.15

Covering road 10 to 12 ft. (3 to 3.5m.) wide with 3"

(75mm) sarkanda or jungle within 100 ft. (30 m)

Gachi pitching done with silt clearance and berm

dressing.

19 - 9


Volume-I


SECTION 20

OUTLETS





2. THE ITEMS OF WORK INVOLVED IN

CONSTRUCTION OF OUTLETS SUCH AS

EARTH WORK, CONCRETE AND BRICK

WORK SHALL. BE PAID FOR UNDER

RESPECTIVE ITEMS OF THE RELEVANT

SECTION.

3. . THE MANUFACTURE, SUPPLY AND

DELIVERY TO SITE OF A.P.M. AND/OR

O.F. OUTLETS IRON BLOCKS SHALL BE THE RESPONSIBILITY ~ OF THE

DEPARTMENT.


Vol -1, 2018Chapter -20, (Outlets)

Labour Composite

20-1 20.3

a) 1,365.00 1,365.00

b) 1,890.00 1,890.00

c) 2,835.00 2,835.00

d) 3,780.00 3,780.00

e) 5,565.00 5,565.00

20-2 20.6

a) Old types such as K.G.O's orifices Each 1,365.00 1,365.00

b) A.P.M. or O.F. "H" upto 2 ft. (0.61 m.) Each 2,100.00 2,100.00

c) A.P.M. or O.F. "H" above 2 ft. to 3 ft.(0.61 m. to 0.91 m.) Each 2,835.00 2,835.00

d) A.P.M. or O.F. "H" above 3 ft.(0.91 m.) Each 3,465.00 3,465.00

e) Tail cluster bifurcation Each 2,100.00 2,100.00

f) Tail cluster trifurcation Each 2,835.00 2,835.00

g) Tail cluster quardifircation Each 3,465.00 3,465.00

20-3-1 Making temporary A.P.M. bricks block and fixing at site. Each 637.50 1,173.45 20.5

20-4-1 Each 1,432.50 1,432.50 20.6

20-5-1 Dismantling walls and fitting iron block of O.F. outlet. Each 1,432.50 1,432.50 20.6

20-6 20.8

a) Upto 3 ft. (1 m.) height Each 3,360.00 3,360.00

b) Above 3 ft. (1 m.) height Each 4,620.00 4,620.00

20-7-1 Each 757.50 1,507.05 20.6

20-8-1 Each 1,440.00 2,660.40 20.6

20-9 20.5

a) For channel depth upto 1.5 ft. (0.5 m.) Each 765.00 874.60

b) For channel depth above 1.5 ft.to 3 ft. (0.5 m.to 1m) Each 892.50 1,018.80

Channels discharge above 350 cusecs (9.911 Cu.m. per

second)

Adjusting "Y" of an A.P.M. outlet including dismantiling and

rebuilding.

Dismantling walls, taking out temporary A.P.M. brick block,

fixing iron block and rebuilding the dismantled walls.

Adjusting "B" of tail cluster by dismantiling and rebuilding throat

walls.

Constructing, watching and removing bund for outlet built in

running water.

Channels discharge above 201 cusecs to 350 cusecs (5.663

Cu.m. to 9.911 Cu.m. per second)

Channels discharge upto 50 cusecs (1.416 Cu.m.per second)

Dismantling outlets including removal of material from site. The

earthwork for outlets shall be paid under item 20-1

Fixing A.P.M. and/or O.F. outlet blocks including dressing of

bricks.

Each

Job





Each

Job

Each

Job

Each

Job

Rate (Rs.)Unit

Each

Job

Sr. No. Description

Earth work for outlets consisting of excavation, consolidation of

earth after refilling, ramming and puddling.

Ref. Tech.

Specs.

20 - 1


Vol -1, 2018Chapter -20, (Outlets)

Labour Composite


Ref. Tech.

Specs.

c) For channel depth above 3 ft.to 5 ft. (1 m.to 1.5 m) Each 1,147.50 1,305.30

d) For channel depth above 5 ft. (1.5 m) Each 1,632.00 1,789.80

20-10-1 Repairing damaged reducing collar of Hume pipe outlets. Each 637.50 877.95

20-11-1 Laying iron pipes for outlets R.M. 102.00 102.00 20.7

R.ft. 31.10 31.10

20-12 20.9

a) For channel depth upto 1.5 ft. (0.5 m.) Each 840.00 840.00

b) For channel depth above 1.5 ft.to 3 ft. (0.5 m.to 1m) Each 1,050.00 1,050.00

c) For channel depth above 3 ft.to 5 ft. (1 m.to 1.5 m) Each 1,522.50 1,522.50

d) For channel depth above 5 ft. (1.5 m) Each 2,100.00 2,100.00

20-13-1 Each 645.00 645.00

20-14 Fixing pipe culverts including back-filling of earth and puddling 20.7

a) Portion under bank R.M. 438.00 481.75

R.ft. 133.50 146.85

b) Portion under road beyond bank R.M. 199.50 243.25

R.ft. 60.80 74.15

20-15 20.6


R.ft. 115.20 115.20


R.ft. 44.80 44.80

20-16 20.7


R.ft. 156.80 170.15


R.ft. 73.15 86.50

Changing pipe outlets by removing one pipe and replacing it at

the same site with another pipe including earthwork and

puddling

Water allowance for constructing outlets or culverts when canal

water is not flowing

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

W.C culverts.

Removing pipe outlets and refilling earth including ramming

and puddling.

20 - 2


Volume-I


SECTION 21

ROAD AND ROAD

STRUCTURES 1.RATES FOR ALL FINISHED WORKS



2. THE RATES INCLUDE THE PROVSION

AND MAINTENANCE OF FIELD TEST LABORATORY STAFF, COST OF MATERIAL FOR TESTING ETC.

3.PAYMENT FOR ITEMS OF ROADS AND ROAD STRUCTURE SHALL BE MADE·

FROM THIS SECTION


Vol -1, 2018

Chapter -21, (Road and Road

Structures)

Labour Composite

21-1 21.1.1

a) Cu.m. 258.25 258.25

Cu.ft. 7.30 7.30

b) Wet silt, clay or mud Cu.m. 271.20 271.20

Cu.ft. 7.70 7.70

c) Gravelly soil Cu.m. 298.70 298.70

Cu.ft. 8.45 8.45

d) Murum soil Cu.m. 318.90 318.90

Cu.ft. 9.05 9.05

e) Existing shingle road for placing sub-base or base course Cu.m. 379.55 379.55

Cu.ft. 10.75 10.75

f) Cu.m. 102.10 102.10

Cu.ft. 2.90 2.90

21-2-1 Cu.m. 630.00 630.00 21.1.1

Cu.ft. 17.85 17.85

21-3-1 Cu.m. 603.75 662.55 21.1.1

Cu.ft. 17.10 18.75

21-4-1 Cu.m. 1,023.75 1,141.35 21.1.1

Cu.ft. 29.00 32.30

21-5 21.1.1

a) Cu.m. 494.65 673.05

Cu.ft. 14.00 19.05

b) Medium hard rock requiring occasional blasting Cu.m. 720.35 938.80

Cu.ft. 20.40 26.60

21-6 21.1.5

a) Cu.m. 14.70 94.00

Cu.ft. 0.40 2.65

b) Wet silt, clay or mud Cu.m. 14.70 134.50

Cu.ft. 0.40 3.80

c) Gravelly soil Cu.m. 14.70 255.95

Cu.ft. 0.40 7.25

d) Murum soil Cu.m. 14.70 214.15

Cu.ft. 0.40 6.05

21-7 a) Cu.m. 2.50 2.50

Cu.ft. 0.05 0.05

Sr. No. Description UnitRate (Rs.) Ref. Tech.

Specs.

Excavation or cutting to a required grade, camber and side slopes

including dressing top and sides and disposal of excavated material

within a lift of 5ft (1.5m) and lead upto 100 ft. (30m)

In all kinds of soil except gravelley, murum, wet silt, clay or mud.

Extra if excavated earth is required to be filled in road embankment

by placing it in layers not exceeding 9" (230mm) in depth including

dressing top and sides of the bank.

Excavation or cutting in soft rock by hammering, chiselling and pick

or jumper work and disposal of the excavated matertial within a lift 5

ft. (1.5m) and lead upto 100 ft. (30m).

Excavation or cutting in soft rock by blasting and disposal of

excavated material within a lift of 5 ft. (1.5m) and lead upto 100 ft.

(30m)

Excavation or cutting in hard rock by blasting and disposal of

excavated material within a lift of 5 ft. (1.50m) and lead upto 100 ft.

(30m)

Excavation or cutting in hard rock by hammering & chiselling and

disposal of excavated material within a lift of 5 ft (1.5m) and lead upto

100 ft (30m)

Soft rock, slate, shale, schist or laterite work with pick and crow bar

Making earthen embankment with earth taken from approved borrow

pits including cost of excavation, placing in layers not exceeding 9"

(230mm) in depth including dressing top and sides of the bank within

a lift of 5 ft. (1.5m) and lead upto 100 ft. (30m). (Excluding the

royality of Earth, Compaction and its carriage)

In all kinds of soil except gravelley, murum, wet silt, clay or mud.

Extra for every 50 ft (15 m) additional lead or part thereof upto 820

ft.(250m) over items 21-1 and 21-6 for soft, ordinary, hard and very

hard soil

21 - 1


Vol -1, 2018


Structures)



Specs.

b) Cu.m. 21.00 21.00

Cu.ft. 0.60 0.60

21-8 a) Cu.m. 3.25 3.25

Cu.ft. 0.10 0.10

b) Cu.m. 26.25 26.25

Cu.ft. 0.75 0.75

c) Cu.m. 34.65 34.65

Cu.ft. 1.00 1.00

21-9-1 Cu.m. 7.65 208.10 21.1.4.2

Cu.ft. 0.20 5.90 21.1.8.2

21.1.8.3

21-10 a) Sq.m. 2.25 20.15 21.1.4.2

Sq.ft. 0.20 1.85

b) Sq.m. 1.75 14.60

Sq.ft. 0.15 1.35

21-11 Sq.m. 26.25 47.05 21.1.9

Sq.ft. 2.45 4.35

21-12-1 Sq.m. 55.15 214.40 21.1.9

Sq.ft. 5.15 19.95

21-13-1 Cu.m. 519.75 2,145.30 21.1.11

Cu.ft. 14.70 60.75

21-14-1 Cu.m. 519.75 810.55 21.1.9

Cu.ft. 14.70 22.95

21-14A Cu.m. 582.75 640.90 21.1.12

Cu.ft. 16.50 18.15

21-14B Cu.m. 582.75 2,133.55 21.1.12

Cu.ft. 16.50 60.40

21-15 a) Cu.m. 105.00 1,452.65 21.1.12

Cu.ft. 2.95 41.15

b) Cu.m. 105.00 1,001.00 21.1.10

Cu.ft. 2.95 28.35 21.1.9.3

c) Cu.m. 105.00 1,561.20 21.1.9.3

Cu.ft. 2.95 44.20

Providing and laying stone soling 6" thick with stone available at site

to required grade and camber including packing with spawls, chips,

watering, compacting with road roller and with all lead and lift.

(excluding royality of Quarry)

Providing and laying stone soling 6" thick with approved stone to

required grade and camber including packing with spawls, chips,

watering, compacting with road roller and with all lead and

lift.(including royalty of Quarry).

Providing and laying Granular sub base using Crushed Stone

Aggregate of approved thickness to required grade and camber

including watering compacting with mechanical means and with all

lead and lift. (compacted thickness to be measured) (including royalty

of Quarry).

Preparation of subgrade over top of compacted embankment to at

least 95% modified AASHTO maximum dry density with required

dressing including cutting to required grade, camber and side slopes

and disposal of surplus material within a lead of 90m

Preparation of sub-grade over bottom of excavation with required

dressing to required grade, camber and side slopes including cutting

to required depth and breaking clods, watering and consolidation with

suitable mechanical means to attain maximum density of 95%

modified AASHTO for top 6" (150mm) layer including disposal of

surplus earth within a lead of 90m.

Providing and spreading murum (stone dust) of approved quality over

stone metalling (water bound macadam) or brick ballast. Watering

and consolidation with road roller including all lead and lift. (murum

upto 25% of road metal) (including royalty of Quarry).

Spreading already excavated material available at site over metalling,

watering, consolidation with road roller, pre-stacking of excavated

material including all lead and lift.

Providing and laying crushed stone of any thickness to required

grade and camber including packing with spawls, chips, watering,

compacting with road roller with all lead and lift. (including royalty of

Quarry).

Providing and laying pitrun gravel in sub base or base course of any

thickness to required grade and camber including watering and

compacting with road roller with all lead and lift. (compacted

thickness to be measured)

Extra for lift beyond first 5 ft. (1.5 m.) and upto 10 ft. (3m.) over items

21-1 and 21-6.

Extra for every 50 ft. (15m) additional lead or part thereof upto 820 ft.

(250m) for items 21-2 to 21-5 for gravel, shingle or rock. (including

royalty of Quarry).

Extra for lift beyond first 5 ft. (1.5 m) and upto 10 ft. (3 m.) over items

21-2 to 21-5.

Extra for additional lift for every 5 fts beyond 10 ft. (3 m.) over items

21-2 to 21-5.

Compaction of earthen embankments to full depth and width below

sub-grade level by mechanical means in layers not exceeding 8"

(200mm) in depth at optimum moisture content including watering

and mixing by mechanical means. The sub-grade embankments

shall be compacted to at least 95% modified AASHTO maximum dry

density for their full depth and width.

Preparation and compaction upto 95% modified AASHTO of natural

ground upto a depth of 8" (20mm) in ordinary soil.

Clearing and grubbing (removal) of roots including scarifying natural

ground upto 8" (20mm) depth and disposal of roots.

21 - 2


Vol -1, 2018


Structures)



Specs.

21-16-1 Sq.m. 130.90 869.00 21.1.13

Sq.ft. 12.15 80.75

21-17-1 Cu.m. 98.85 1,580.65 21.1.11

Cu.ft. 2.80 44.75

21-18-1 Cu.m. 114.70 2,003.55 21.1.10

Cu.ft. 3.25 56.74

21-19-1 Sq.m. 32.65 264.30 21.1.18

Sq.ft. 3.05 24.55 21.1.19

21-20 Sq.m. 166.00 400.40 21.1.18

Sq.ft. 15.45 37.20 21.1.19

i) First coat

ii) Second coat

21-21 Sq.m. 55.75 432.05 21.1.18

Sq.ft. 5.20 40.15

i) First coat

ii) Second coat

iii) Third coat

21-22-1 Sq.m. 82.80 255.50 21.1.18

Sq.ft. 7.70 23.75 21.1.19

21.1.20

21-23-1

14 lbs of bitumen blended with 1.5 Cu.ft. of 1/4" crushed aggregate

per 100 sq.ft. (0.69 kg. of bitumen blended with 0.005 Cu.m. of 6 mm

size crushed aggregate per Sq.m.)

Providing and laying, soling bricks sand grouted laid on edges in

herring bond or any other approved pattern to required grade and

camber including rolling with power roller with all lead and lift.

Providing and laying graded aggregate base course of crushed stone

of approved quality, including placing, mixing, spreading, watering

and compacting base course to required depth, camber and grade to

achieve 100% max. modified AASHTO dry density conforming to

AASHTO specifications T -180, with mechanical means and with all

lead and lift. (Carriage of crushed stone is included in the rate, within

5km of Project premises).

Providing and applying prime coat of liquid asphalt (cut back) of any

approved grade using asphalt (cut back) including cleaning and

brooming of road surface.


per 100 sq.ft. (1.23 kg. of bitumen blended with 0.008 Cu.m. of

6.4mm size crushed aggregate per Sq.m.)

Surface dressing in three coats including supply of bitumen 80/100

or any approved grade and bajri of approved size and grade, of road

surface with rolling.

35 lbs of bitumen blended with 4 Cu.ft. of 3/4" approved crushed

aggregate per 100 sq.ft. (1.72 kg. of bitumen blended with 0.013

Cu.m. of 20mm size crushed aggregate per Sq.m.)

Providing and laying stone ballast 1.5” to 2.5” (37.5mm - 62.5mm)

including blending with the stone dust or any other granular material

approved by the Engineer-incharge. Consolidating by mechanical

interlocking through rolling to required grade depth and camber to

achieve 100% modified AASHTO dry density including placing,

mixing, spreading watering and compacting with all lead and lift.

(Carriage of stone ballast is included in the rate, within 5km of Project

premises). Surface dressing in one coat with bitumen 80/100 or any other

approved grade using 40 lbs of bitumen and 5 cu.ft. of 1/2" size

approved crushed aggregate per 100 Sq.ft (1.95 kg. of bitumen and

0.015 cu.m. of 1/2" size crushed aggregate per sq.m.) of road

surface compacted with rolling. (including royalty of Quarry).

Surface dressing in two coats including supply of bitumen 80/100 or

any approved grade and approved crushed aggregate of approved

size and grade for road surface with rolling (including royalty of

Quarry).


per 100 sq.ft. (1.96 kg. of bitumen blended with 0.017 Cu.m. of

13mm size crushed aggregate per Sq.m.)

Surface dressing on old surface with bitumen 80/100 or any other

approved grade using 27 lbs. of bitumen with 4 Cu.ft of 1/4" or down

grade approved crushed aggregate per 100 Sq.ft (1.22 kg. of bitumen

with 0.012 Cu.m. per Sq.m. of 6.4 mm standard size crushed

aggregate) of road surface with rolling.

18 lbs of bitumen blended with 2 Cu.ft. of 3/8" crushed aggregate per

100 sq.ft. (0.89 kg. of bitumen blended with 0.006 Cu.m. of 10mm

size crushed aggregate per Sq.m.)

21 - 3


Vol -1, 2018


Structures)



Specs.

a) 1.07 kg. per sq.m. (Base Course and Aggregate Base Course) Sq.m. 2.15 226.45

Sq.ft. 0.20 21.05

b) 0.515 kg. per sq.m. (Wearing Surfaces) Sq.m. 2.15 113.35

Sq.ft. 0.20 10.55

21-24-1

a) 0.75 kg. of bitumen per sq.m. Sq.m. 2.15 82.25 21.1.21

Sq.ft. 0.20 7.65

b) 0.308 kg. of bitumen per sq.m. Sq.m. 2.15 36.35

Sq.ft. 0.20 3.40

21-25-1 Sq.m. 73.80 400.65 21.1.18

Sq.ft. 6.85 37.25

21.1.19

21-26 Sq.m. 201.90 886.45 21.1.22

Sq.ft. 18.75 82.40

i)

ii)

21-27 Sq.m. 201.90 1,072.90 21.1.22

Sq.ft. 18.75 99.70

i)

ii) 21.1.23.7

21-28 Sq.m. 201.90 1,253.50 21.1.22

Sq.ft. 18.75 116.50

i)

Sand flushing with 2 cu.ft of sand mixed with 16 lbs of bitumen per

100 sq.ft.of road surface including 5 lb of bitumen per 100 sq.ft. of

road surface (0.006 sq.m of sand mixed with 0.78 kg of bitumen per

sq.m of road surface including 0.24 kg of bitumen per sq.m.of road

surface for painting edging with rolling.

Providing and applying tack coat of bitumen 80/100 or 60/70 or of any

approved grade using bitumen at including cleaning and brooming of

road surface

Using 3.5 lbs of bitumen per cu.ft. of 1" size crushed stone aggregate

at 20 cu.ft per 100 sq.ft and 8 lbs of bitumen per cu.ft of coarse sand

at 10 cu.ft per 100 sq.ft (56.06 kg bitumen per cu.m of 25 mm

standard size crushed aggregate at 0.06 cu.m per sq.m. and 128.14

kg of bitumen per cu.m. of coarse sand at 0.03 cu.m. per sq.m) for

asphalt concrete.

Providing and laying 2-1/2" (62.5 mm) consolidated thickness of

asphalt concrete (road mix) using bitumen 80/100 of 60/70 or any

approved grade with premixed coarse coarse sand flushing.

(including royalty of Quarry).






Providing and laying 2" (50 mm) consolidated thickness of asphalt

concrete (road mix) using bitumen 80/100 of 60/70 or any approved

grade with premixed coarse coarse sand flushing. (including royalty

of Quarry).

Using 3.5 lbs of bitumen per cu.ft. of 3/4" size crushed stone

aggregate at 16 cu.ft per 100 sq.ft and 8 lbs of bitumen per cu.ft of

coarse sand at 8 cu.ft per 100 sq.ft (56.06 kg bitumen per cu.m of 19

mm standard size crushed aggregate at 0.049 cu.m per sq.m. and

128.14 kg of bitumen per cu.m. of coarse sand at 0.024 cu.m. per

sq.m) for asphalt concrete.

Surface dressing with bitumen 80/100 or any other approved grade

on a priming coat of liquid asphalt (cut-back) of any approved grade

using primer at 22 lbs. and bitumen at 35 lbs. with 5 cu.ft. of 1/2" and

down gauge crushed aggregate per 100 sq.ft (primer at 1.07 kg and

bitumen 1.71 kg with 0.015 cu.m. of 13 mm and down gauge crushed

aggregate per sq.m.) of road surface with rolling.(including royalty of

Quarry).

Providing and laying 1-1/2" (37.5 mm) consolidated thickness of

asphalt concrete (road mix) using bitumen 80/100 or 60/70 or any

approved grade with premixed coarse coarse sand flushing including

compaction etc. (including royalty of Quarry).

Using 3.5 lbs of bitumen per cu.ft. of 1/2" size crushed stone

aggregate at 12 cu.ft per 100 sq.ft and 8 lbs of bitumen per cu.ft of

coarse sand at 6 cu.ft per 100 sq.ft (56.06 kg bitumen per cu.m of 13

mm standard size crushed aggregate at 0.037 cu.m per sq.m. and

128.14 kg of bitumen per cu.m. of coarse sand at 0.018 cu.m. per

sq.m) for asphalt concrete.

21 - 4


Vol -1, 2018


Structures)



Specs.

ii) 21.1.23.7

21-29-1 Sq.m. 109.90 619.35 21.1.22

Sq.ft. 10.20 57.55

21-30-1 Tonne 2,255.00 10,662.60 21.1.22

Ton 2,291.20 10,833.75 21.1.23

21-31-1 Tonne 2,048.50 9,912.85 21.1.22

Ton 2,081.40 10,071.95 21.1.23

21-32 21.1.22

21.1.23

a) 1" (25 mm) thick. Sq.m. 196.60 659.60

Sq.ft. 18.25 61.30

b) 1-1/2" (37.5 mm) thick Sq.m. 294.90 989.40

Sq.ft. 27.40 91.95

c) 2" (50 mm) thick Sq.m. 393.20 1,319.20

Sq.ft. 36.55 122.60

21-33 21.1.22

21.1.23

a) 2-1/2" (75 mm) thick Sq.m. 431.25 1,506.00

Sq.ft. 40.10 139.95

b) 3" (75 mm) thick Sq.m. 517.50 1,807.20

Sq.ft. 48.10 167.95

21-34 a) Sq.m. 150.40 800.30 21.1.26

Sq.ft. 14.00 74.40

b) Sq.m. 19.55 104.05

Sq.ft. 1.80 9.65

Providing and laying 1" (25 mm) consolidated thickness of premixed

sheet asphalt using liquid asphalt (cut-backs) of approved grade

using cut-backs at 20 lbs per 100 sq.ft (0.976 kg per sq.m.) for tack

coat 3.5 lbs per cu.ft of 1/2" (56.06 kg per cu.m of 13 mm) standard

size crushed stone at 5.50 cu.ft per sq.ft and 8 lbs of bitumen per

cu.ft (0.016 cu.m. per sq.m. and 128.14 kg per cu.m.) or coarse sand

at 5.50 cu.ft per 100 sq.ft (0.016 cu.m. per sq.m) of road surface, with

rolling (including royalty of Quarry).

Providing and laying hot-mix bituminous concrete runway pavement

laid with mechanical paver and mixed in central mixing plant in

required thickness and density, rolled hot with different types of

rollers complete as per specifications and job-mix formula and design

upto 1.5 " (37.5 mm) thickness.

Providing and laying hot-mix bituminous concrete runway pavement


required thickness and density, roled hot with different types of rollers

complete as per specifications and job-mix formula and design upto

3" (75mm) thickness.

Providing and laying hot-mix bituminous concrete in road pavement




in single layer

Providing and laying hot-mix bituminous concrete in road pavement




in double layers

Providing and laying 4" (100 mm) thick not leaner than 1:2:4 cement

concrete in roads, paths, creteways using 3/4" (19mm) and down

gauge crushed stone in panels of approved size laid to required

gradient and camber over any sub-grade including cost of necessary

formwork and its removal, compacting with vibrators (immersion or

screed or both) belting the surface with canvas belt, roughening the

surface after laying concrete with brush and curing.(including royalty

of Quarry).

Extra for every additional thickness of 1/2" (13 mm) concrete






21 - 5


Vol -1, 2018


Structures)



Specs.

c) Deduction for every lesser thickness of 1/2" (13mm) Sq.m. 19.55 104.05

Sq.ft. 1.80 9.65

21-35 a) Sq.m. 150.40 677.05 21.1.26

Sq.ft. 14.00 62.90

b) Sq.m. 19.55 88.00

Sq.ft. 1.80 8.20


Sq.ft. 1.80 8.20

21-36 a) Sq.m. 150.40 897.05 21.1.22

Sq.ft. 14.00 83.35

b) Sq.m. 19.55 116.60

Sq.ft. 1.80 10.85


Sq.ft. 1.80 10.85

21-37-1 Sq.m. 42.00 325.50 21.1.26

Sq.ft. 3.90 30.25

21-38-1 Sq.m. 42.00 142.80 21.1.26

Sq.ft. 3.90 13.25

21-39-1 Sq.m. 31.50 100.35 21.1.26

Sq.ft. 2.95 9.35

21-40-1 Cu.m. 1,810.50 5,770.00 21.1.26

Cu.ft. 51.25 163.40

21-41 a) Tonne 7,845.00 115,717.80 21.1.26

Ton 7,970.90 117,575.05 5.5

b) Tonne 7,845.00 121,945.80 5.5

Ton 7,970.90 123,903.05

c) Tonne 7,845.00 128,365.80 5.5

Ton 7,970.90 130,426.05

21-42-1 Tonne 7,845.00 118,495.05 21.1.29.3(d)

Ton 7,970.90 120,396.90

21-43-1 Cu.m. 420.00 1,948.65 5.3.1.5

Cu.ft. 11.90 55.20

Providing and laying polythene sheet 0.005" thick (0.05mm

500gauge) under cement concete.

Providing and laying M.S. ties or dowel bars of required length and

diameters in longitudinal, transverse or other type of joints of cement

concrete slabs laid and held in position in formwork or on precast

chairs at various spacings including straightening, cutting, wastage,

etc. and including the cost of M.S sheet caps, painting and greasing

of bars where required as per design.

Providing and laying 1:4:8 cement concrete in any thickness using 1-

1/2" (37mm) and down gauge stone ballast of approved grade and

quality over prepared sub-grade or sand cushion in roads, paths

crete-ways laid to required gradient and camber including cost of

necessary formwork and its removal compacting with vibrators

including curing.

Providing fabricating and laying M.S. reinforcement bars Grade 36

with and including the cost of straightening, cutting, bending, binding,

wastage and such overlaps as are not shown in the drawings, binding

wire, cement concrete 1:2:4 precast or M.S. chairs and placing in

position on cement concrete precast or M.S chairs, tying with binding

wire etc., in all kinds of R.C.C. roads, paths and runways etc.

Same as Item no. 21-31 (a) except Grade 40 steel reinforcement

bars to be used instead of M.S. Grade 36 reinforcing bars.

Providing and spreading bajri of any size and upto any thickness to

template in paths and drive ways including watering and rolling with

hand roller complete with all lead and lift. (including royalty of

Quarry).

Providing and laying 2" (50 mm) thick sand cushion (blanket course)

under cement concrete.

Extra over item no. 21- 31 (b) for deformed Grade 60 bars instead of

Grade 40 reinforcing bars.

Providing and laying bitumenised water proof paper of best quality

under cement concrete.

Same as Item No.21- 34 but with 1: 1.5 :3 cement concrete instead of

1:2:4


Same as Item No.21-34 but with 1:3:6 cement concrete instead of

1:2:4


21 - 6


Vol -1, 2018


Structures)



Specs.

21-44-1 Cu.m. 420.00 1,731.95 5.3.1.3

Cu.ft. 11.90 49.05

21-45-1 R.M. 6.95 313.20 21.1.26.2 (f)

R.ft. 2.10 95.45

21-46-1 R.M. 547.50 2,249.20 21.1.26.2

R.ft. 166.90 685.55

21-47-1 R.M. 6.95 83.50 21.1.26.2

R.ft. 2.10 25.45

21-48-1 R.M. - 35.55 21.1.26.3

R.ft. - 10.85

21-49-1 R.M. 50.20 620.50 21.1.26.2

R.ft. 15.30 189.15

21-50-1 R.M. 50.20 837.70

R.ft. 15.30 255.35

21-51-1 R.M. 33.45 96.15 21.1.26.2

R.ft. 10.20 29.30

21-52-1 Cu.m. 6.95 150.10 21.1.26.2

Cu.ft. 0.20 4.25

21-53-1 Each 198.75 940.10 21.1.27

21-54-1 Each 316.80 874.75 21.1.27

21-55-1 Each 198.00 988.55 21.1.28

21-56-1 Each 316.80 772.95 21.1.24

Same as 21-49-1 but with joint filler of fiber board instead of soft

wood.

Filling longitudinal construction keyed joints with rubber sealing

compound of approved brand.

Providing and fixing PVC water-stop expansion joint plain 6" to 7"

(150mm to 175mm) wide placed horizontally at 2" (50mm) depth from

top surface of pavement, 1/2" (13mm) wide joint filler of fibre board in

bottom and top filled with premoulded bitumen filler of approved

proprietary brand.

Providing and fixing 6" x 6" x 30" (150mm x 150mm x 750mm)

precast 1:2:4 cement concrete boundary pillars using graded crushed

aggregate embedded in cement concrete 1:4:8 including formwork

and its removal, compacting and curing including cost of excavation.

(including royalty of Quarry).

Providing and making formwork for longitudinal joint of tongued and

grooved type in RCC or cement concrete pavement

Providing and fixing in position cork sheet of required width and

depth in expansion joints including painting two coats with tar coal.

Providing and filling dummy joint 1/4" (6.4mm) wide and 3" (75mm)

deep in roads, paths or crete-ways etc. with premoulded bitumen

filler of approved proprietary brand.

Providing and fixing 6"x6"x30" (150mmx150mmx750mm) stone

boundary pillars embedded in cement concrete 1:4:8 including cost of

excavation, cement concrete 1:4:8, backfilling of excavated stuff,

cement plaster with 1:3 cement mortar, engraving and writing


precast 1:2:4 cement concrete kilometer stone using graded

screened bajri, embedded in cement concrete 1:4:8, formwork and its

removal, compacting and curing including the cost of excavation,

cement cost 1:4:8 backfilling of excavated stuff, cement plaster with

1:3 cement engraving and writing letters of approved size, painting

two coats as desired.


kilometer stone of local quarry of hard texture with top one foot chisel-

dressed on all sides as per approved design embedded in cement

concrete 1:4:8 including cost of excavation, cement concrete 1:4:8

backfilling of excavated stuff engraving and writing letters of

approved size, painting 2 coats as desired.

Providing water tight joint, with 5" (125mm) wide copper strip of 24

BWG corrugated at centre and 1-1/2" (37.5mm) dia. staggered holes

at 4" (100mm) pitch placed horizontally at 2" (50mm) depth from top

surface of pavement, 1/2" (13mm) wide joint filler of soft wood at

bottom and top filled with plastic bitumen No.4

Providing and spreading coarse sand to template in paths and drive

ways including watering and rolling with hand roller complete, with all

lead and lift.

Providing bitumen filler of approved proprietary brand in expansion

joints using 90lbs of bitumen, 0.2lbs of cement and 0.8cu.ft of sand

per cu.ft (1442 kg of bitumen, 3.2kg of cement and 0.8cu.m. per

cu.m.) of filler and fixing in position in an approved manner or as

directed by the Engineer.

21 - 7


Vol -1, 2018


Structures)



Specs.

21-57-1 Each 957.00 3,721.50 21.1.28

21-58-1 R.M. 306.60 430.15 21.1.29

R.ft. 93.45 131.10

21-59-1 R.M. 193.80 695.75 21.1.29

R.ft. 59.05 212.05

21-60 21.1.29

a) Road kerb of precast cement concrete 1:2:4 R.M. 36.90 805.05

R.ft. 11.25 245.40

b) Road kerb of precast cement concrete 1:3:6 R.M. 36.90 767.00

R.ft. 11.25 233.80

21-61 21.1.29

a) Road kerb of precast cement concrete 1:2:4 R.M. 50.70 387.00

R.ft. 15.45 117.95

b) Road kerb of precast cement concrete 1:3:6 R.M. 50.70 359.00

R.ft. 15.45 109.40

21-62 21.1.20

a) 1" (25 mm) thick reconsolidated recarpeting. Sq.m. 971.90 1,481.35

Sq.ft. 90.35 137.65

b) 2" (50mm) thick rconsolidated recarpeting. Sq.m. 1,082.25 1,591.70

Sq.ft. 100.60 147.95

c) 2-1/2" (63mm) thick consolidated recarpeting. Sq.m. 1,082.25 2,133.90

Sq.ft. 100.60 198.30

21-63-1 Sq.m. 52.50 52.50 4.1

Sq.ft. 4.90 4.90

Providing and laying road kerb of 1st class burnt brick masonry laid

in cement mortar 1:4, 9" (230mm) wide and 12" (300mm) deep with

round moulded corners of bricks including cost of excavation and

backfilling of excavated stuff and its disposal within 30m.

Dismantling bitumen carpet of any description from existing road

surface including its removal and disposal within 90m lead. (0-15 cm

thickness)

Providing and laying road kerb of precast cement concrete

24"x6"x12" (600mm x150mm x300mm) using crushed aggregate,

formwork and its removal, compacting and curing laid in cement

mortar 1:4 & cement plaster 1:4 neatly finished including cost of

excavation, backfilling of excavated stuff & its disposal within 30m

Providing and laying kerb stone 18" x 12" x 6" (450mm x 300mm

x150mm) obtained from approved quarry, chisel dressed on top and

sides, laid in cement mortar 1:4 ruled cement pointing in cement

mortar 1:3 including cost of excavation and backfilling of excavated

stuff and its disposal within 30 m.

Providing and fixing 42" x 18" x 12" (1050mmx 450mmx 300mm)

1:2:4 cement concrete precast kilometer stone of approved design

with triangular face using graded screened bajri embedded in cement

concrete 1:4:8, formwork and its removal, compacting curing

including cost of excavation, embedding in cement concrete 1:4:8,

backfilling of excavated stuff cement plaster with 1:3 cement mortar,

engraving and writing letters of approved size and painting 2 coats as

desired.

Providing and laying road kerb 4" wide and 12" deep (100mm x

300mm) cast in situ, of cement concrete using crushed aggregate,

formwork and its removal, compacting and curing, filling joints with

bitumen, cement plaster 1:4 neatly finished including cost of

excavation, backfilling of excavated stuff and its disposal with 30m.

lead.

Removing the existing worn out bituminous surface, having pot holes

and ruts in patches of regular shape brushing and recarpeting with

asphalt macadam as per specifications including disposal of

excavated stuff within one chain (30m.) lead.

21 - 8


Vol -1, 2018


Structures)



Specs.

21-64-1 Sq.m. 78.75 78.75 4.1

Sq.ft. 7.30 7.30

21-65-1 Sq.m. 105.00 105.00 4.1

Sq.ft. 9.75 9.75

21-66-1 Sq.m. 57.75 57.75 4.1

Sq.ft. 5.35 5.35

21-67-1 Sq.m. 52.50 52.50 4.1

Sq.ft. 4.90 4.90

21-68-1 Sq.m. 117.00 117.00 4.1

Sq.ft. 10.85 10.85

21-69 a) Rm 52.50 52.50 4.1

Rft 4.90 4.90

b) Rm 57.75 57.75

Rft 5.35 5.35

21-70-1 Cu.m. 315.00 315.00 4.1

Cu.ft. 8.90 8.90

21-71-1 Cu.m. 3,811.60 161,991.35 4.1

Cu.ft. 107.95 4,587.25

21-72 21.2.3

21.12.3

a) Sq.m. 724.50 1,297.45

Sq.ft. 67.35 120.60

b) Sq.m. 724.50 1,659.00

Sq.ft. 67.35 154.20

c) Sq.m. 724.50 1,839.60

Sq.ft. 67.35 170.95

21-73 21.2.3

21.12.3

a) 4" (100 mm) thick 1:2:4 concrete relaying Sq.m. 1,228.00 2,028.30

Sq.ft. 114.15 188.50

Dismantling brick soling from existing road from where bitumen

carpet & stone metalling has already been removed including

disposal of excavated stuff within 90m lead.(0-30 cm thickness)

Dismantling soling stone from existing road from where bitumen

carpet and stone metalling have already been removed including

disposal of surplus material within 90m lead. (0-30 cm thickness)

Cutting the worn out surface in all kinds of cement concrete roads

having pot holes and ruts upto any depth and any shape incuding

disposal of excavated stuff within 90 m. lead. (0-30 cm thickness)

Dismantling of stone metalling from existing road from where

bitumen carpet has already been removed including disposal within

90m lead.(0-30 cm thickness)

Dismantling brick metalling from existing road from where bitumen

carpet has already been removed including disposal within 90m lead.

(0-60 cm)

Scarifying sub-base, base or wearing coat surface of flexible

pavement with pick axes or/by any other approved means upto

required depth including disposal of rubbish within 90 m.

Making grooves in existing bitumen carpet/TST of any description

including removal and disposal within 90 m. lead

Screening existing stone or brick metal or crushed aggregate in

different screens of any size and mesh along side of alignment

including stacking in different grades and disposal of surplus stuff

within 90 m. lead.

Filling joints or cracks with bitumen upto any depth and width

including brushing, washing with kerosene oil and blending with sand.

2" (50 mm) thick consolidated asphalt macadam recarpeting

2-1/2" (63 mm) thick consolidated asphalt macadam recarpeting

Cutting trenches through cement concrete road with chisel etc. in any

width upto required depth including dismantling kerb stones, edge

stones, refilling with cement concrete 1:2:4 using crushed graded

boulders of required size and grade including compacting with

vibrators refixing edge stones, kerb stones in cement mortar 1:3

Cutting trenches through bituminous road for laying pipe etc. in any

width and upto required depth including dismantling kerb stones,

edge stones or channels, replacing soling stones (old and 10% new)

with hand refilling with (old and 25% new) ballast blinded with murum,

watering and ramming complete, refixing edge stone, kerb stones in

cement mortar 1:3 including recarpeting with (consolidated) asphalt

macadam as per specification (cost of new stone, ballast and new

murum is inclusive).(including royalty of Quarry).

1"(25mm) thick consolidated asphalt macadam recarpeting

21 - 9


Vol -1, 2018


Structures)



Specs.

b) Sq.m. 161.75 265.80

Sq.ft. 15.05 24.70

21-74 21.2.3

21.12.3

a) Lift upto 5 ft. (1.5 m.) and lead upto 100 ft. (30 m.) Cu.m. 525.00 525.00

Cu.ft. 14.85 14.85

b) Cu.m. 70.00 70.00

Cu.ft. 2.00 2.00

21-75 21.2.3

21.12.3

25.3.3

a) 4" (100 mm) dia R.C.C pipe R.M. 168.00 409.20

R.ft. 51.20 124.75

b) 6" (150mm) dia R.C.C pipe R.M. 168.00 461.60

R.ft. 51.20 140.70

c) 4" (100mm) dia A.C pipe R.M. 168.00 665.70

R.ft. 51.20 202.90

d) 6" (150mm) dia A.C pipe R.M. 168.00 800.30

R.ft. 51.20 243.95

21-76 21.2.3

21.12.3

25.3.3

a) 9" (225 mm) dia R.C.C pipe R.M. 168.00 670.10

R.ft. 51.20 204.25

b) 12" (300 mm) dia R.C.C pipe R.M. 168.00 1,095.60

R.ft. 51.20 333.95

21-77-1 Cu.m. 210.00 210.00 21.2.3

Cu.ft. 5.95 5.95

21-78-1 Cu.m. 1,020.00 1,020.00 12.2.1

Cu.ft. 28.90 28.90

21-79-1 Sq.m. 615.00 868.30 12.2.1

Sq.ft. 57.15 80.70

21-80

a) 2" (50 mm) dia G.I. pipe railing R.M. 251.70 1,868.10

R.ft. 76.70 569.40

b) 1-1/2" (40 mm) dia G.I. pipe railing R.M. 251.70 1,517.55

R.ft. 76.70 462.55

Providing and fixing R.C.C. pipe of class "C" or equivalent in

trenches including cutting, wastage, fitting and jointing, with maxphalt

composition and cement mortar 1 : 1 and testing with water including

all lead and lift.

Filling in trenches locally available aggregate of any size or grade

available at site with or without blinding with coarse sand or fine

aggregate including watering, dressing, consolidation by ramming in

layers not exceeding 9" (225mm) in depth to full compaction

including all lead and lift. (excluding royalty of Quarry).

Providing and laying dry stone uncoarsed rubble pitching upto 12"

(300mm) thick in bottom and sides of channel or drain. (including

royalty of Quarry).

Cement pointing to stone pitching in 1 : 2 cement mortar in channels

or drains including curing and raking out joints.

Extra for additional lift above 5 ft. to 10 ft. (1.5 m to 3 m.) and lead

upto 100 ft. (30 m.)

Extra for every 1/2" (13mm) thickness over 4" (100mm) thick cement

concrete 1:2:4.

Excavation in all kind of soils in trenches and channels including

dressing to required section and back-filling of excavated stuff

including watering, ramming in layers including disposal of surplus

earth.

Providing and laying open jointed pipe with collar of class "C" or

equivalent and fixing in trenches over prepared bed including cutting,

wastage, with all lead and lift.

Providing and fixing G.I. pipe railing 2.5 ft high of required diameter,

comprising vertical posts and horizontal bracings of G.I. pipe of the

same dia including cost of specials, bends, threading cutting and

making good the floor or wall and or slab of any kind in cement

concrete 1:2:4 (Actual pipe length used for vertical posts and

horizontal bracings to be measured, length of specials used not to be

deducted)

21 - 10


Vol -1, 2018


Structures)



Specs.

c) 1" (25 mm) dia G.I. pipe railing R.M. 251.70 1,145.95

R.ft. 76.70 349.30

21-81-1 837.00 17,577.00

21-82-1 Sq.m. 90.00 10,890.00

Sq.ft. 8.35 1,012.10

21-83-1 Cu.m. 1,605.00 4,872.07 21.1.13

Cu.ft. 45.45 137.95

21-84-1 Each 2,040.00 2,930.17 21.5

21-85 a) 21.5

i) 3% Bitumen content Cu.m. 12,668.15

Cu.ft. 358.75

ii) 3.5% Bitumen content Cu.m. 13,301.55

Cu.ft. 376.65

iii) 4% Bitumen content Cu.m. 13,966.65

Cu.ft. 395.50

iv) 4.5% Bitumen content Cu.m. 14,665.00

Cu.ft. 415.30

v) 5% Bitumen content Cu.m. 15,398.25

Cu.ft. 436.05

vi) 5.5% Bitumen content Cu.m. 16,168.15

Cu.ft. 457.85

vii) 6% Bitumen content Cu.m. 16,976.55

Cu.ft. 480.75

21-85 b) 21.5


Cu.ft. 64.45


Cu.ft. 64.45

Supply of asphalt concrete premixed bituminous carpet using

bitumen 80/100 or of any approved grade with following percentage

including compaction and finishing to required camber, grade and

density. Coarse aggregate from approved source by Asphalt

Batching Plant

Providing and fixing road sign boards such as caution etc as

approved by the Engineer with reflective paints, having superfacial

area of 1.125 sq.m including cost of post etc.

Providing and fixing steel bearings of standard quality and type

weighing not less than 90kg

Providing and laying dry brick pavement and/or soling in streets or

roads over 1/2" (13mm) thick sand cushion incuding sand grouting,

watering, compacting of bed to proper camber.

Providing and fixing rubber bearing pad not less than 1" (25 mm)

thick.

Each set

of one

end

laying of consolidated thickness of asphalt concrete premixed

bituminous carpet using bitumen 80/100 or of any approved grade

with following percentage including compaction and finishing to

required camber, grade and density. Coarse aggregate from

approved source. (Mechnical mean using Paver)

21 - 11


Vol -1, 2018


Structures)



Specs.


Cu.ft. 64.45


Cu.ft. 64.45


Cu.ft. 64.45


Cu.ft. 64.45


Cu.ft. 64.45

21-85 c) 21.5


Cu.ft. 56.30


Cu.ft. 56.30


Cu.ft. 56.30


Cu.ft. 56.30


Cu.ft. 56.30


Cu.ft. 56.30


Cu.ft. 56.30

21-85 d) 21.5


Cu.ft. 358.75


Cu.ft. 376.65

Supply of consolidated thickness of asphalt concrete premixed




approved source by Bitmac plant.

laying of consolidated thickness of asphalt concrete premixed




approved source. (Without Paver)

21 - 12


Vol -1, 2018


Structures)



Specs.


Cu.ft. 395.50


Cu.ft. 415.30


Cu.ft. 436.05


Cu.ft. 457.85


Cu.ft. 480.75

21-86 a) Reflectorized Plastic Pavement Stud (Raised Profile Type - Single) No. 21.90 386.25 21.7

b) Reflectorized Plastic Pavement Stud (Raised Profile Type - Double) No. 21.90 416.25

c) Reflectorized Plastic Pavement Stud (Flushed Profile Type - Single) No. 21.90 356.25

d) Reflectorized Plastic Pavement Stud (Flushed Profile Type - Double) No. 21.90 416.25

e) Reflectorized Aluminium Pavement Stud (Raised Profile Type -

Single)

No. 21.90 506.25

f) Reflectorized Aluminium Pavement Stud (Raised Profile Type -

Double)

No. 21.90 536.25

g)Reflectorized Aluminium Pavement Stud (Flushed Profile Type -

Single)

No. 21.90 506.25

h)Reflectorized Aluminium Pavement Stud (Flushed Profile Type -

Double)

No. 21.90 476.25

21-87 a)RM 52.50 900.00 21.7

b) P/F of metal speed hump 5 Cm high & 35 Cm wide alternate black &

yellow combination

RM 52.50 1,020.00

21-88 Cold Milling of the Pavement

a) (0 to 30 mm) Sq.m. 31.50 109.00

Sq.ft. 2.95 10.15

b) (0 to 50 mm) Sq.m. 31.50 163.50

Sq.ft. 2.95 15.20

c) (0 to 70 mm) Sq.m. 31.50 299.75

Sq.ft. 2.95 27.85

P/F of synthetic rubber speed hump 5 Cm high & 35 Cm wide

alternate black & yellow combination

21 - 13


Vol -1, 2018


Structures)



Specs.

21-89-1 Sq.m. 5.25 21.60 21.13

Sq.ft. 0.50 2.00

21-90-1 Sq.m. 84.15 996.05 21.3.3.2

Sq.ft. 7.80 92.55

21-91-1

Sq.m. 180.00 1,586.65

21.3.3.2

Sq.ft. 16.75 147.45

21-92 21.1.29

a) Kerb Stone (300mm x 350mm x 150mm) No. 40.80 919.90

b) Kerb Stone (300mm x 450mm x 150mm) No. 40.80 1,159.70

21-93-1 Sq.m. 12.75 132.75 21.1.15

Sq.ft. 1.20 12.35

Supply and Fixing of Concrete pavers on 3" thick sand cushion of

different designs having thickness of 80 mm, mechnically

compressed, minimium strenght of 7000 psi after laboratory testing at

factory and random testiing at site as and when desired by the

Engineer inchange comple in all respects. (No PCC work is premitted

underneath this item of work)

Supplying and installation of hydraulically compressed PCC

Kerbstone in natural colour, having strength of 3500 (Psi). Including

cost of PCC.

Scarification of existing road pavement.

Supply and Fixing of Concrete pavers on sand cushion of different

designs having thickness of 60 mm, mechnically compressed,

minimium strenght of 4500 psi after laboratory testing at factory and

random testiing at site as and when desired by the Engineer

inchange comple in all respects. (No PCC work is premitted

underneath this item of work).

UV stabilized polypropylene Geotextile consisting of filaments of

approximately 40 microns diameter as mentioned in specification or

as per manufactures recommendation.

21 - 14


Volume-I


SECTION 22

SHEET

PILING




PRODUCTS.


Vol -1, 2018Chapter -22, (Sheet Piling)

Labour Composite

Cutting Ransome or Larson or similar piles. Per cut 268.80 268.80 22.4 (c )

Cutting universal piles. Per cut 403.20 403.20 22.4 (c )

Driving steel piles above 7.5 m. to 9 m. Sq.m. 535.20 535.20 22.4 (c )

Sq.ft. 49.75 49.75

Driving steel piles above 4.50 m. to 7.50 m. Sq.m. 513.60 513.60 22.4 (c )

Sq.ft. 47.75 47.75

Driving steel piles upto 4.5 m. Sq.m. 384.00 384.00 22.4 (c )

Sq.ft. 35.70 35.70

Dolleying piles. Each 319.50 319.50 22.4 (c )

Drilling holes in piles by hand. Each 36.95 36.95 22.4 (c )

Raising and lowering machine. R.M. 19,422.00 19,422.00 22.4 (c )

R.ft. 5,919.90 5,919.90

Turning machine 90 degrees Each Job 5,976.00 5,976.00 22.4(c )



Travelling machine (light) in working area. Per 30 m 14,808.75 14,808.75 22.3

Loading and/or unloading piles. Tonne 315.00 315.00 22.3

Ton 320.05 320.05

Dismantling piling machine. Each Job 24,324.00 24,324.00

Erecting piling machine Each Job 38,352.00 38,352.00

Per 30 m 5,991.00 5,991.00

Per day 50,400.00 50,400.00

Ref. Tech.

Specs.

22-17-1

22-14-1

22-15-1

22-16-1

22-12-1

22-13-1

22-10-1

22-11-1

22-8-1

22-9-1

22-6-1

22-7-1

Rate (Rs.)Sr. No.

Carriage of piling machine under different conditions in

working area.

Hire charges of piling plant with accessories including

fuel, pay of operator and other mechanical staff,

mobilization, demobilization and idle time.

Description Unit

22-1-1

22-2-1

22-3-1

22-4-1

22-5-1

22 - 1


Volume-I


SECTION 23

PLUMBING, SANITARY

INSTALLATIONS

AND GAS

FITTINGS.


INCLUDE THE REMOVAL OF SUHPLUS


PRODUCTS.


Vol -1, 2018

Chapter -23, (Pluming, Sanitary

Installation and Gas Fittings)

Labour Composite

23-1 23..2.5.4 (a)

a) Water closet floride coupled/4030

i) White Each 1,005.00 8,519.90

ii) Coloured Each 1,005.00 8,192.40

b) W.C. fregate coupled/4006

i) White Each 1,005.00 10,040.40

ii) Coloured Each 1,005.00 11,540.40

c) W.C. non-coupled 7HU

i) White Each 1,005.00 8,600.40


23-2 23.2.5.4

a) W.C. Indian/Desi/902 with glazed earthen ware 4" (100 mm) trap

i) White Each 1,020.00 7,295.40


b) W.C. Orisa/Asian/900 with glazed earthen ware 4" (100 mm) trap

i) White Each 1,020.00 6,740.40


23-3 23.2.5.4

a) White Each 1,020.00 13,527.00

b) Coloured Each 1,020.00 13,167.00

23-4 23.2.5.7

a) Urinal 6003

i) White Each 765.00 6,593.40

ii) Coloured Each 765.00 6,713.40

b) Urinal 6001

i) White Each 765.00 6,473.40


Ref. Tech.

Specs.Rate (Rs.)

UnitSr. No. Description

Providing and fixing squatting type water closet with integral treads ICL

Boch/Karam Cera or approved equivalent make including cost of inlet

pipe cistern and lid cistern kit, stop cock deluxe type and other

accessories, fittings, brackets, PVC down pipe, rubber rings/washers,

making requisite number of holes in walls, plinth and floor for pipe

connection and making good with approved material.

Providing and fixing European type glazed earthenware water closet ICL

Ifo/Forte or approved equivalent make including cost of inlet pipe, lid

cistern kit, stop cock deluxe and other accessories, fitting material such

as brackets, PVC down pipe where required, rubber rings/washers,



Providing and fixing export quality ICL Boch/Karam Cera or equivalent

make flat back lipped front urinal basin or glazed earthen ware with and

including the cost of 1 gallon (4.5 lit) C.I automatic flushing cistern with

fittings a pet cock C.I. or W.I. brackets standard flush pipe with fittings,

standard waste pipe (enamelled iron) connection and making good with

approved material.

Providing and fixing European type glazed earthenware water closet ICL

Boch/Forte or approved equivalent make including cost of inlet pipe, lid

cistern kit, stop cock deluxe and other accessories, fitting material such

as brackets, PVC down pipe where required, rubber rings/washers,



23 - 1


Vol -1, 2018



Labour Composite

Ref. Tech.

Specs.Rate (Rs.)


23-5 23.2.5.1

a) Wash basin 18" (450 mm) without pedestal

i) White Each 765.00 11,055.60


b) Wash basin 24" (610 mm) Futura without pedestal

i) White Each 765.00 11,775.60


c) Wash basin 26" (650 mm) without pedestal

i) White Each 765.00 12,135.60


d)

i) White Each 153.75 1,737.75


23-6 23.2.5.9

a) Porcelain enamelled cast iron bath tub 66" x 28" x 23" size Each 2,550.00 29,592.60

b) Fibre glass bath tub 72" x 28" x 23" Each 2,550.00 25,992.60

23-7-1 Each 1,020.00 5,201.10

23-8 23.2.5.3

a) Stainless steel sink 40" x 20" (1000 mm x 500 mm) Each 1,020.00 8,610.00

b) Stainless steel sink 33" x 18" (825 mm x 450 mm) Each 1,020.00 7,410.00

23-9 23.2.4.1

a) C.I. floor trap 6" x 2" and 6" x 3" size with grating. Each 255.00 1,455.00

b) C.I. floor trap 4" dia. inlet and outlet with C.I. grating. Each 255.00 1,695.00

Providing and fixing ICL /Karam cera or approved equivalent make

glazed earthen ware shower tray including fittings, bib cok, stop cock,

shower kit, trap and making requisite numbers of holes and making good

with approved material.

Providing and fixing export quality glazed earthen ware wash basin

manufactured by ICL Boch/Karam Cera or equivalent approved make

with single hole chromium plated mixer tap 1/2" (15mm), pillar tap delux,

stop cocks, C.I. or W.I. brackets 6" (150mm) built into walls 1.5" (40mm)

C.P. brass waste with malleable iron or C.P. brass trap with malleable

iron or brass union and making requisite number of holes in walls, plinth

and floor for pipe connections and making good with approved material.

Providing and fixing English or approved equivalent bath tub of desired

colour with and including the cost of 1.5" dia. C.P. brass waste, 1.25"

dia. brass overflow, (3/4") size C.P. brass pillar taps, C.P. brass chain

with rubber plug and making required number of holes in walls plinth and

floor for pipe connections and making good with approved material.

Extra over above for providing and fixing white glazed earthen ware

pedestal manufactured by ICL/Karam Cera or approved equivalent

make.

Providing and fixing stainless steel sink Pakistan made with C.I. or W.I

brackets 6" built in wall, 1.5" (40 mm) rubber plug,C.P. brass chain, C.P.

brass waste, pillar tap 2 way delux, 1.5" dia malleable iron or C.P. brass

trap and unions and making requisite number of holes in walls, plinth

and floor for pipe connections and making good with approved material.

Providing and fixing floor trap of approved self cleaning design with

screwed down grating with or without a vent arm with and including


connection and making good.

23 - 2


Vol -1, 2018



Labour Composite

Ref. Tech.

Specs.Rate (Rs.)


c) Each 255.00 1,755.00

d) Each 255.00 2,055.00

23-10-1 Each 765.00 16,317.00 23.2.5.5

23-11-1 Each 1,020.00 12,540.00 23.2.5.8

23-12-1 Each 191.25 3,863.25 23.2.5.8

23-13

a) Towel rail 24" x 3/4" (600mm x 20mm) Each 51.00 1,923.00

b) Towel rail 30" x 3/4" (750mm x 20mm) Each 51.00 2,391.00

23-14-1 Each 127.50 1,207.50 23.2.5.6

23-15-1 Sq.m. 255.00 1,475.40 23.2.5.2Sq.ft. 23.70 137.10

23-16 Providing and fixing shelf of standard size. 23.2.5.13

a) Glass shelf of 24" x 5" size with guard rails & C.P. brackets. Each 63.75 3,063.75

b) Shelf (Master/Sonex make) Each 63.75 2,463.75

23-17 23.2.5.4

a) Without trap Each 510.00 2,424.00

b) With vitreous China trap Each 510.00 2,589.00

23-18 Providing and fixing approved quality fixtures 23.2.5.4

a) European type White glazed earthen ware W.C. pan. Each 510.00 4,470.00

b) Each 510.00 1,877.40

c) Wash basin 18" (450 mm), White colour Each 510.00 2,055.00

d) Wash basin 24" (610 mm) ICL Futura make Each 510.00 2,775.00

23-19 23.2.5.4

a) White Each 255.00 2,108.90

b) Coloured Each 255.00 2,411.40

23-20-1 Providing and fixing approved qualty of Bacolite plastic seat with lid. Each 63.75 565.35 23.2.5.4

23-21-1 Providing and fixing glazed pottery/C.P. brass pull. Each 63.75 183.75 23.2.5.1(d)

23-22-1 Providing and fixing rubber connection for flush pipe with European

W.C.

Each 63.75 176.40 23.2.5.4

Providing and fixing approved quality chromium plated towel rail with

bracket and screws.

Providing and fixing standing shower concealed in wall with approved

quality control valves, mixer unit and moveable shower head.

C.I. floor trap 6" x 2" size with grating including concrete chamber all

round

C.I. floor trap 6" x 4" size with grating including concrete chamber all

round

Providing and fixing white glazed earthen ware export quality bidet with

fittings in bath room.

Providing and fixing approved quality C.P. brass toilet paper holder

Master /Sonex or equivalent make.

Providing and fixing C.P. brass telephonic shower including holder

clamps, screw and bib cock.

Providing and fixing looking mirror of Belgium/ Malaysian/ Indonesian

glass with chromium plated screws.

Providing and fixing ICL (Boch) or Karam Cera export quality glazed

earthen ware cistern with lid and kit.

Providing and fixing plastic flushing cistern of approved quality and

colour.

Providing and fixing white glazed vitreous China squatting type W.C. pan

with integral treads similar to Orissa type.

23 - 3


Vol -1, 2018



Labour Composite

Ref. Tech.

Specs.Rate (Rs.)


23-23 23.2.5.1

a) Lavatory basin 22" x 16" (550 mm x 400 mm) Each 765.00 14,655.60

b) Lavatory basin 25" x 18" (625 mm x 450 mm) Each 765.00 16,575.60

23-24-1 Each 1,020.00 7,170.00 23.2.5.3

23-25-1 Providing and fixing C.P. chain for sink and lavatory basin. Each 51.00 111.00 23.2.5.1

23-26-1 Providing and fixing rubber plug for sink and lavatory basin. Each 51.00 70.80

23-27-1 Providing and fixing glazed earthen ware foot rest. Each 127.50 289.50

23-28 Providing and fixing C.P. bottle trap with union and waste pipe 23.5.2.4

a) 1.25" (30 mm) dia. Each 255.00 1,545.00

b) 1.5" (40 mm) dia. Each 255.00 2,175.00

23-29 Providing and fixing soap dish. 23.2.5.11

a) Chromium plated Each 51.00 915.00

b) Glazed earthen ware Each 51.00 1,145.40

23-30 23.2.5.11

a) Soap dish Each 51.00 375.00

b) Toilet paper holder Each 51.00 351.00

c) Towel rod Each 51.00 291.00

d) Shelf 24" x 5" with bracket and railing. Each 51.00 243.00

23-31 23.2.5.10

a) 1/2" (12 mm) dia. Each 51.00 1,101.00

b) 3/4" (20 mm) dia. Each 51.00 1,251.00

23-32 23.2.5.10

a) 1/2" (12 mm) dia. Each 51.00 520.55

b) 3/4" (20 mm) dia. Each 51.00 1,455.00

23-33 23.2.5.10

a) 1/2" (12 mm) dia. Each 51.00 1,293.00

b) 3/4" (20 mm) dia. Each 51.00 1,605.00

Providing and fixing C.P. pillar-cock of superior quality of approved

make.

Providing and fixing approved quality white glazed earthenware lavatory

basin with 1/2" (15 mm) dia. single hole C.P. mixer tap, 2 way deluxe

pillar tap, stop cocks, 6" C.I. or W.I. brackets built into walls, rubber plug,

C.P. brass chain, C.P. brass waste, malleable iron or C.P. brass bottle

trap with malleable iron or brass union and making requisite number of

holes in walls, plinth and floor for pipe connection and making good with

approved material.

Providing and fixing approved quality glazed fire clay sink 24" x 18" with

6" (150mm) size C.I. or W.I. brackets built in walls, 1.5" (40 mm) rubber

plug and C.P. brass chain, C.P. brass waste, pillar tap 2 way deluxe,

malleable iron or C.P. brass trap and unions and making requisite

numbers of holes in walls, plinth and floor for pipe connections and

making good with approved material.

Providing and fitting superior quality plastic accessories of approved

make

Providing and fixing undergound stop-cock with superior quality C.P.

cover of approved make.

Providing and fixing C.P. stop-cock of superior quality of approved make.

23 - 4


Vol -1, 2018



Labour Composite

Ref. Tech.

Specs.Rate (Rs.)


23-34 23.2.5.10

a) 1/2" (12 mm) dia. Each 51.00 1,131.00

b) 3/4" (20 mm) dia. Each 51.00 1,371.00

23-35 Each 51.00 784.60 23.2.6.3

23-36 Providing and fixing C.P. brass shower 23.2.5.8

a) 1/2" (12 mm) dia inlet and 6" (150 mm) dia. detachable lid Each 51.00 807.00

b) 1/2" (12 mm) dia inlet and 4" (100 mm) dia. detachable lid Each 51.00 663.00

23-37-1 Each 255.00 3,855.00 23.2.5.1(e)

23-38-1 Each 255.00 4,005.00 23.3.4.2

23-39 27.3.1.2

a) Screwed ends

i) 1/2" (12 mm) dia. Each 127.50 265.50

ii) 3/4" (20 mm) dia. Each 127.50 331.50

iii) 1" (25 mm) dia. Each 191.25 479.25

iv) 1.25" (30 mm) dia. Each 191.25 599.25

v) 1.5" (40 mm) dia. Each 255.00 722.40

vi) 2" (50 mm) dia. Each 255.00 1,059.00

vii) 2.5" (65 mm) dia. Each 892.50 2,182.50

viii

)

3" (75 mm) dia. Each 892.50 2,812.50

ix) 4" (100 mm) dia. Each 1,275.00 3,555.00

x) 6" (150 mm) dia. Each 1,275.00 4,035.00

b) Flanged ends

i) 1/2" (12 mm) dia. Each 382.50 520.50

ii) 3/4" (20 mm) dia. Each 382.50 584.10

iii) 1" (25 mm) dia. Each 765.00 1,053.00

iv) 1.25" (30 mm) dia. Each 765.00 1,173.00

v) 1.5" (40 mm) dia. Each 1,020.00 1,590.00

vi) 2" (50 mm) dia. Each 1,020.00 1,824.00

vii) 2.5" (65 mm) dia. Each 2,040.00 3,330.00

viii

)

3" (75 mm) dia. Each 2,040.00 3,960.00

ix) 4" (100 mm) dia. Each 3,060.00 5,310.00

x) 6" (150 mm) dia. Each 3,060.00 5,958.00

Providing and fixing superior quality C.P. bib cock of approved make.

Providing and fixing superior quality 1/2" size C.P. tee stop cock of

approved make.

Providing and fixing 1" (25 mm) superior quality C.P. flushing valve of

approved make for wash hand basin, sink or shower.

Providing and fixing 1/2" (12 mm) single hole superior quality C.P. mixer

of approved make for wash hand basin, sink or shower.

Providing and fixing superior quality gun-metal peet/gate valve

(Class150) of approved make.

23 - 5


Vol -1, 2018



Labour Composite

Ref. Tech.

Specs.Rate (Rs.)


23-40 23.2.5.1023.2.5.3 (e)

a) Single way Each 85.00 2,113.00

b) Double way Each 127.50 2,467.50

23-41 Providing and fixing brass bib cock/ stop cock of approved make. 23.2.5.10

a) 1/2" (12 mm) dia. Each 63.75 183.75

b) 3/4" (20 mm) dia. Each 63.75 207.75

c) 1" (25 mm) dia. Each 63.75 363.75

23-42 23.2.5.4

a) Cast iron 4" (100 mm) size Each 255.00 2,130.00

b) Glazed 4" (100 mm) size Each 255.00 1,122.00

23-43-1 Each 255.00 1,758.00 23.2.4.2

23-44 23.2.3.123.2.6.4

a) 2" (50 mm) dia. R.M. 72.00 1,724.40

R.ft. 21.95 525.60

b) 3" (75 mm) dia. R.M. 72.00 2,550.60

R.ft. 21.95 777.45

c) 4" (100 mm) dia. R.M. 72.00 3,376.80

R.ft. 21.95 1,029.25

23-45 23.2.3.4

a) 2.5" (65 mm) inner dia. R.M. 180.00 559.45

R.ft. 54.85 170.50

b) 3" (75 mm) inner dia. R.M. 180.00 794.25

R.ft. 54.85 242.10

c) 4" (100 mm) inner dia. R.M. 360.00 1,203.35

R.ft. 109.75 366.80

d) 6" (150 mm) inner dia. R.M. 360.00 1,684.35

R.ft. 109.75 513.40

23-46 23.2.3.123.2.6

a) Cast iron S.S. specials with spigot and socket joint

i) 3" to 6" (75 mm to 150 mm) dia. Kg. 72.00 195.75

Lb. 32.65 88.80

ii) 8" to 12" (200 mm to 300 mm) inner dia. Kg. 54.00 177.75

Lb. 24.50 80.65

iii) 15" to 18" (375 mm to 450 mm) inner dia. Kg. 36.00 159.75

Lb. 16.35 72.45

Providing and fixing C.I. gully trap 6"x6"x4" including concrete

embedment and cost of G.I. grating 6"x6" and masonry chamber 12"x12"

Providing and fixing C.I. specials such as bend, tees, collars, cross,

reducers, tail pieces, flanged spigots, cap, flanged socket, taper, angle

bends and plugs including turning threading, facing and fitting for C.I.

pipe line.

Providing, laying, cutting, jointing, testing and disinfecting cast iron soil

pipe with spigot, socket chaulked lead or comet joint or flanged

joints/tyton joints including cost of jointing material such as lead, comet

and yarn.

Providing and fixing 'P' trap including concrete chamber and C.I. grating.

Providing and fitting superior quality C.P. or brass oxidised 1/2" (12mm)

swan neck pillar cock (tap) of approved make.

Providing and laying Non Asbestos Cement Fibre building and sanitary

pipe with cement chaulked or comet joint including cost of sockets,

bends and specials.

23 - 6


Vol -1, 2018



Labour Composite

Ref. Tech.

Specs.Rate (Rs.)


b) Cast iron flanged specials with flanged joints

i) 3" to 6" (75 mm to 150 mm) dia. Kg. 36.00 159.75

Lb. 16.35 72.45


Lb. 12.60 68.70


Lb. 8.15 64.30

c) Cast iron specials with tyton joints

i) 3" to 6" (75 mm to 150 mm) dia. Kg. 18.00 164.25

Lb. 8.15 74.50


Lb. 8.15 84.70


Lb. 8.15 100.00

23-47

a) 12" (300 mm.) dia. Each 255.00 744.40

b) 18" (450 mm.) dia. Each 255.00 1,084.15

c) 24" (600 mm.) dia. Each 191.25 1,782.00

d) 12" (300 mm.) square Each 255.00 761.25

e) 18" (450 mm.) square Each 255.00 1,394.65

f) 24" (600 mm.) square Each 382.50 2,407.50

23-48 Providing and fitting C.P. or oxidised gas cock 1/4" (6 mm) dia. 23.3.5.1

a) Single way Each 191.25 514.70

b) Double way Each 191.25 626.25

c) Three way Each 191.25 684.40

23-49-1 Each 51.00 87.00 23.3.5.1

23-50 Providing and fitting union/socket 23.3.5.1

a) 1/2" (15 mm) inner dia. Each 51.00 727.80

b) 3/4" (20 mm) inner dia. Each 51.00 886.20

c) 1" (25 mm) inner dia. Each 51.00 1,087.80

23-51 Providing and fixing brass gas cock. 23.3.5.1

a) 1/2" (15 mm) inner dia. Each 51.00 727.80

b) 3/4" (20 mm) inner dia. Each 51.00 886.20

23-52 23.3.3

a) Light duty

i) 1/2" (15 mm) inner dia. R.M. 102.00 604.35

R.ft. 31.10 184.20

ii) 3/4" (20 mm) inner dia. R.M. 102.00 770.10

R.ft. 31.10 234.75

Supplying and fitting C.I. manhole cover with frame weighing not less

than 10.25 lbs/sq.ft (50 kg per sq.m.).

Providing, laying, cutting, jointing, testing and disinfecting G.I. pipe ILL

make or equivalent gas line including the cost of jointing material.

23.2.7,

25.4.2

Providing and fitting nipple or bush 1/4" x 3/8" (6mm - 10mm) inner dia.

23 - 7


Vol -1, 2018



Labour Composite

Ref. Tech.

Specs.Rate (Rs.)


iii) 1" (25 mm) inner dia. R.M. 115.50 1,076.85

R.ft. 35.20 328.25

iv) 1.25" (30 mm) inner dia. R.M. 115.50 1,451.70

R.ft. 35.20 442.50

v) 1.5" (40 mm) inner dia. R.M. 131.25 1,676.55

R.ft. 40.00 511.00

vi) 2" (50 mm) inner dia. R.M. 131.25 2,265.60

R.ft. 40.00 690.55

23-53 23.2.6.4

a) 1/2" (12 mm) dia. Each 63.75 1,983.75

b) 3/4" (20 mm) dia. Each 63.75 2,583.75

c) 1" (25 mm) dia. Each 127.50 3,007.50

d) 1.25" (30 mm) dia. Each 191.25 4,391.25

e) 1.5" (40 mm) dia. Each 255.00 5,775.00

f) 2" (50 mm) dia. Each 360.00 8,760.00

23-54 Providing and fixing C.P. waste coupling. 23.2.5.3(e)

a) 1.25" (30 mm) dia. Each 51.00 430.10

b) 1.5" (40 mm) dia. Each 51.00 597.00

23-55 Providing and fixing C.P chain with rubber plug. 23.2.5.3(d)

a) 1.25" (30 mm) dia. Each 51.00 183.00

b) 1.5" (40 mm) dia. Each 51.00 231.00

23-56 Providing and fixing P.V.C. waste pipe 23.2.5.3(f)

a) 1.25" (30 mm) dia. Each 51.00 261.30

b) 1.5" (40 mm) dia. Each 51.00 323.65

23-57 Providing and fixing P.V.C. waste flushing bend. 23.3.6.3

a) 1.25" (30 mm) dia. Each 51.00 136.55

b) 1.5" (40 mm) dia. Each 51.00 178.15

23-58-1 Each 63.75 243.75

23-59 23.2.6

a) Plastic rubber connection pipe Each 51.00 125.40

b) Copper connection pipe Each 51.00 240.00

23-60 Providing and fixing brass ball valve with unsoldered copper ball. 23.3.4.2

a) 1/2" (12 mm) dia. Each 63.75 138.00

b) 3/4" (20 mm) dia. Each 63.75 192.00

c) 1" (25 mm) dia. Each 127.50 234.00

d) 1.25" (30 mm) dia. Each 191.25 390.00

Providing and fixing 1/2" (12 mm) dia. connection pipe including check

nuts.

Providing and fixing angle iron brackets for wash hand basin, cistern and

sinks.

Providing and fixing superior quality C.P. check valve of approved make

for water supply or gas lines.

23 - 8


Vol -1, 2018



Labour Composite

Ref. Tech.

Specs.Rate (Rs.)


e) 1.5" (40 mm) dia. Each 255.00 510.00

f) 2" (50 mm) dia. Each 360.00 900.00

23-61-1 Each 427.60 2,084.60 23.3.14.2

23-62-1 Each 584.70 3,495.70 5.311.4.1

11.7.2(ii)

23-63 a) Each 2,963.60 25,202.00 5.311.4.1

11.7.2(ii)

b) Each 17.05 107.65

23-64 a) Each 6,599.15 50,203.05 5.311.4.1

11.7.2(ii)

b) Each 26.00 125.10

23-65 a) Each 9,343.05 43,053.85 5.311.4.1

11.7.2(ii)

b) Each 26.75 128.70

23-66 23.3

a) Gyser 35 gallons capacity Each 1,530.00 13,311.00

b) Gyser 50 gallons capacity Each 1,530.00 14,760.00

c) Gas room heater (ordinary, single burner) Each 1,020.00 5,430.00

Providing chambers 15" x 9" x 24" for house meters with 4-1/2" thick

burnt brick masonry walls in 1:6 cement sand mortar, 6" thick cement

concrete 1:4:8 in foundation, 1/2" thick plaster in 1:3 cement sand mortar

to all inner wall surfaces, 1" thick concrete 1:2:4 flooring complete with

cast iron hinged cover and frame 15" x 9" weighing 12.7 kg fixed in

1:2:4 concrete including curing, excavation, back filling and disposal of

earth.

Providing chambers 45" x 42" x 8'-0" as per approved design for sluice

valve 27" to 30" dia. with 30" dia. Concrete Cover. fixed in 6" thick R.C.C.

1:2:4 slab with re-steel 5 lbs./cu.ft and 9" thick burnt brick masonry walls

in 1:6 cement sand mortar, 6" thick cement concrete 1:3:6 in foundation,

1" thick concrete 1:2:4 flooring, 1/2" thick plaster in 1:3 cement sand

mortar to all inner wall surfaces, including providing anf fixing C.I. foot

rest at every 12" beyond 30" depth including curing, excavation, back

filling and disposal of surplus earth.

Providing chambers 30" x 18" x 56" as per approved design for sluice

valve 3" to 12" dia. with 18" dia. C.I. cover and frame weighing 88.9 Kg.

fixed in 4" thick R.C.C. 1:2:4 slab with re-steel 5 lbs./cu.ft and 9" thick


concrete 1:3:6 in foundation, 1" thick concrete 1:2:4 flooring, 1/2" thick

plaster in 1:3 cement sand mortar to all inner wall surfaces, including

providing anf fixing C.I. foot rest at every 12" beyond 30" depth including

curing, excavation, back filling and disposal of surplus earth.

Providing chambers 9" x 6" x 24" for stop cocks and valves etc. with 4-

1/2" (115mm) thick burnt brick masonry walls in 1:6 cement sand mortar,

6" thick cement concrete 1:4:8 in foundation, 1/2" thick plaster in 1:3

cement sand mortar to all inner wall surfaces, 1" thick concrete 1:2:4

flooring complete with C.I. hinged cover and frame 9" x 6" weighing 6.35

kg fixed in 1:2:4 concrete including curing, excavation, back filling and

disposal of earth.

Extra for depth beyond 54" (1.37m) including cost of C.I.foot rest for

every 12"(300mm) depth (for depth less than 54" (1.37m) deduct at the

same rate).

Providing chambers 42" x 42" x 7'-0" as per approved design for sluice

valve 15" to 24" dia. with 24" dia. C.I. cover and frame weighing 127 Kg.

fixed in 6" thick R.C.C. 1:2:4 slab with re-steel 5 lbs./cu.ft and 9" thick


concrete 1:3:6 in foundation, 1" thick concrete 1:2:4 flooring, 1/2" thick

plaster in 1:3 cement sand mortar to all inner wall surfaces, including

providing & fixing C.I foot rest at every 12" beyond 30" depth including

curing, excavation, back filling and disposal of surplus earth.

Extra for depth beyond 8 ft (2.44 m) including cost of C.I. foot rest for

every 12" (300mm) depth (for depth less than 8 ft (2.44 m) deduct at the

same rate).

Extra for depth beyond 7 ft.(2.14 m) including cost of C.I. foot rest for

every 12" (300mm) depth (for depth less than 7 ft (2.14 m) deduct at the

same rate).

Supply and fix gas items including all accessories and fittings such as

G.I pipe, rubber pipe, specials, gas stop cocks etc.

23 - 9


Vol -1, 2018



Labour Composite

Ref. Tech.

Specs.Rate (Rs.)


d) Gas room heater (ordinary, double burner) Each 1,020.00 7,950.00

e) Gas room heater (fancy, single burner) Each 1,020.00 9,210.00

f) Gas room heater (fancy, Double burner) Each 1,020.00 18,030.00

g) Each 1,530.00 8,460.00

h) Gas lamp (single) Each 765.00 1,395.00

i) Gas lamp (double) Each 765.00 2,025.00

j) Instant Gas Gyser 5 Litre capacity Each 1,530.00 8,460.00

k) Each 1,530.00 10,980.00

l) Instant Gas Gyser 10 Litre capacity Each 1,530.00 13,500.00

m) Instant Gas Gyser 12.5 Litre capacity Each 1,530.00 17,280.00

23-67-1 Providing and connecting PVC/ Rubber pipe for gas connection 75.00 229.20 23.3


a) For first floor 10%


23-69-1 Providing and fixing Complete Bathroom set of Master Common Bath

Set with noble hand shower 009/1, 010/3, 025/1, 027B/1, 085/1,

2015/1(3002) including Shower Set, Basin Mixer, bib Cock etc. complete

in all respect

2,160.00 18,805.20 23.2.5

23-70-1 Providing and fixing Sonex/Master WC CR Shower including Connecting

Flexible Pipe and bib cok including making requisite numbers of holes

and making good with approved material.

180.00 3,660.00 23.2.5

23-71 Supply and fix Hot water Boiler 100 Gallon capacity with galvanized

sheet 10 Guage thickness with 6.5 ft hight and 2.5 ft Diameter as G.I

pipe including Specials

a) Water Boiler 100 gallons capacity 2,040.00 153,240.00

Instant Gas Gyser 8 Litre capacity

Gas room heater (fire place design with artificial log or coal, double

burner)

Set

Each

Set

Per

Point

%

Increase

%

Increase

23 - 10


Volume-I


SECTION 24

SURFACE

DRAINAGE

1.THE RATES INCLUDE CUTTING AND

MAKING GOOD OF THE SURFACE OF

WALLS, ROOFS, FLOORS, ETC. WHERE

NECESSARY

2.ADD 10% EXTRA FOR FIXING SPECIALS IN REPAIR WORK FOR ITEM 23-56


Vol -1, 2018Chapter -24, (Surface Drainage)

Labour Composite

24-1 24.3.8

a) 3" (75 mm) thick

i) Cement sand mortar 1 : 3 R.M. 51.90 165.40

R.ft. 15.80 50.40

ii) Cement sand mortar 1 : 5 R.M. 51.90 162.85

R.ft. 15.80 49.65

b) 4-1/2" (114 mm) thick

i) Cement sand mortar 1 : 3 R.M. 77.00 256.75

R.ft. 23.45 78.25

ii) Cement sand mortar 1 : 5 R.M. 77.00 187.95

R.ft. 23.45 57.30

24-2 24.3.7


Sq.ft. 23.10 66.80


Sq.ft. 23.10 65.90

c) Cement sand mortar 1 : 6 Sq.m. 248.55 706.65

Sq.ft. 23.10 65.65

24-3 24.3.7

a) Cement sand mortar 1 : 3 Sq.m. 354.25 1,100.95

Sq.ft. 32.90 102.30

b) Cement sand mortar 1 : 5 Sq.m. 354.25 1,080.10

Sq.ft. 32.90 100.40

c) Cement sand mortar 1 : 6 Sq.m. 354.25 1,074.60

Sq.ft. 32.90 99.85

24-4 24.3.7

a) Cement sand mortar 1 : 3 Cu.m. 238.15 7,124.25

Cu.ft. 6.75 201.75

b) Cement sand mortar 1 : 5 Cu.m. 238.15 6,853.65

Cu.ft. 6.75 194.10

Ref. Tech.


Providing and laying first class burnt clay bricks on edge

4.5" (115mm) thick laid in 3/8" (9.5mm) joint in cement

sand mortar on side of drains and on other works where

required. All joints to be completely filled and struck flush.

Providing and laying first class burnt brick masonry

including raking out joints and curing in base (foundation)

of surface drains in 3/8" (9.5mm) joints of required

thickness.

UnitRate (Rs.)

Providing and laying tega formed of first class burnt clay

bricks on end laid in 3/8" (9.5mm) joint and over 1/2"

(13mm) thick cement sand mortar bedding projecting to a

height of not more than 6" (150mm) top of drain along the

property side where required laid to line, grade, slope and

shape according to the drawings.

Providing and laying first class burnt clay bricks 3" (75

mm) thick laid in 3/8" (9.5mm) joint in cement sand mortar

on side of drains and in other works where required. All

joints to be completely filled and struck flush.

24 - 1



Labour Composite

Ref. Tech.


Rate (Rs.)

c) Cement sand mortar 1 : 6 Cu.m. 238.15 6,809.20

Cu.ft. 6.75 192.80

24-5 5.4

a) 1 : 2 : 4 Cu.m. 1,593.90 8,413.65

Cu.ft. 45.15 238.25

b) 1 : 3 : 6 Cu.m. 1,593.90 9,544.55

Cu.ft. 45.15 270.30

c) 1 : 4 : 8 Cu.m. 1,593.90 8,713.05

Cu.ft. 45.15 246.75

24-6 11.4.1

11.7.2(ii)

a) Cement sand mortar 1 : 3 Cu.m. 2,696.85 9,445.40

Cu.ft. 76.35 267.45

b) Cement sand mortar 1 : 5 Cu.m. 2,696.85 9,243.60

Cu.ft. 76.35 261.75

c) Cement sand mortar 1 : 6 Cu.m. 2,696.85 9,194.90

Cu.ft. 76.35 260.40

24-7 11.4.1

11.7.2(ii)


Sq.ft. 19.65 63.35


Sq.ft. 19.65 61.85

c) Cement sand mortar 1 : 6 Sq.m. 211.45 662.80

Sq.ft. 19.65 61.60

24-8 11.4.1

11.7.2(ii)

a) Cement sand mortar 1 : 3 Sq.m. 310.30 1,057.00

Sq.ft. 28.85 98.25

b) Cement sand mortar 1 : 5 Sq.m. 310.30 1,025.40

Sq.ft. 28.85 95.30

c) Cement sand mortar 1 : 6 Sq.m. 310.30 1,020.00

Sq.ft. 28.85 94.80

Providing and laying first class burnt flat bricks 3" (75mm)

thick laid in 3/8" (9.5mm) joint in Herring bond pitching in

cement sand mortar laid to lines, grades, shapes and

slopes as per drawings.

Providing and laying first class burnt brick masonry

including surface preparation, raking out joints and curing

of surface preparation, raking out joints and curing of

surface drains in 3/8" (9.5 mm) joints of required

thickness.

Providing and laying cement concrete using 3/4" (19mm)

and down gauge crushed aggregate in base (foundation)

of flat or semi circular surface drain of required thickness

cast in panels not exceeding 24 sq.in (60 sq.cm) including

curing, but excluding the cost of reinforcement and

expansion joints.

Providing and laying first class burnt brick on edge 4.5"

(115mm) thick laid in 3/8" (9.5mm) joint in herring bond

pitching in cement sand mortar laid to lines, grades,

shapes and slopes as per drawings.

24 - 2



Labour Composite

Ref. Tech.


Rate (Rs.)

24-9 9.29.39.8

a) 1 : 4 : 8


Cu.ft. 94.35 230.30


Cu.ft. 94.35 227.35

iii

)

Cement sand mortar 1 : 6 Cu.m. 3,331.85 7,979.95

Cu.ft. 94.35 226.00

b) 1 : 3 : 6


Cu.ft. 94.35 257.20


Cu.ft. 94.35 252.90

iii

)

Cement sand mortar 1 : 6 Cu.m. 3,331.85 8,841.00

Cu.ft. 94.35 250.35

24-10 12.2.2

a) Cement sand mortar 1 : 3 Cu.m. 2,431.80 6,578.50

Cu.ft. 68.85 186.30

b) Cement sand mortar 1 : 4 Cu.m. 2,431.80 5,980.50

Cu.ft. 68.85 169.35

c) Cement sand mortar 1 : 6 Cu.m. 2,431.80 5,970.25

Cu.ft. 68.85 169.05

24-11 5.4

a) 1 : 2 : 4 Cu.m. 1,897.50 8,180.25

Cu.ft. 53.75 231.65

b) 1 : 3 : 6 Cu.m. 1,897.50 7,462.50

Cu.ft. 53.75 211.30

c) 1 : 4 : 8 Cu.m. 1,897.50 6,617.85

Cu.ft. 53.75 187.40

Providing and laying 4" (100 mm) thick cement concrete

block masonry using crushed aggregate 3/4" (19mm) and

down gauge including surface preparation raking out joints

and curing for surface drains in 1/2" (12.7mm) thick joints

of required thickness.

Providing, dressing and laying uncoursed rubble masonry

in foundation and sides of drains of required thickness

including curing.

Providing and laying cement concrete using 3/4" (19mm)

and down gauge crushed aggregate in base (foundation)

flat or semi circular and sides of open surface drains of

required thickness cast in panels not exceeding 24"

(60cm) without using forms including curing but excluding

the cost of reinforcement and expansion joints.

24 - 3



Labour Composite

Ref. Tech.


Rate (Rs.)

24-12 25.3.3

a) 6" to 12" (150mm to 300mm) R.M. 360.00 450.00

R.ft. 109.75 137.15

b) Above 12" to 24" (300mm to 600mm) R.M. 540.00 675.00

R.ft. 164.60 205.75

c) Above 24" to 36" (600mm to 900mm) R.M. 720.00 900.00

R.ft. 219.45 274.30

24-13 24.3.1

a) Type IV R.M. 580.60 977.90

176.95 298.05

b) Type V R.M. 765.30 1,364.00

R.ft. 233.25 415.75

c) Type VI R.M. 880.05 1,547.80

R.ft. 268.25 471.80

d) Type VII R.M. 975.45 1,694.60

R.ft. 297.30 516.50

e) Type VIII R.M. 1,089.45 1,880.90

R.ft. 332.05 573.30

Construct drain comprising P.C.C. 1:2:4 with 1:4:8 P.C.C.

bedding laid in lines, grades, slopes and shapes

rendering exposed surface of concrete with 3/8" (6mm)

thick 1:2 cement sand mortar in accordance with Punjab

Standard Drains and as directed by the Engineer Incharge

(Excavation shall be paid seperately)

Laying R.C.C pipes in position provided by the Department

including jointing.

24 - 4


Volume-I


SECTION 25

SEWERAGE




PRODUCTS.

2.EXCAVATION AND BACK-FILLING FOR FOUNDATION AND TRENCHES SHALL

BE PAID FOR SEPARATELY

3.DEPTH OF CHAMBER SHALL BE

MEASURED VERTICALLY FROM TOP OF

CAST IRON COVER TO TOP SURFACE

OF FLOORING.

4.IF SPECIFICATIONS OF MANHOLES

MENTIONED IN ITEM NO. 25-5 TO 25-9

ARE NOT MET THEN PAYMENT SHALL

BE MADE FOR DIFFERENT ITEMS FROM

OTHER SECTIONS OF THIS SCHEDULE.


Vol -1, 2018Chapter -25, (Sewerage)

Labour Composite

25-1 25.3.3

a)

i) 4" (100 mm) inner dia. R.M. 105.00 208.95

R.ft. 32.00 63.70

ii) 6" (150 mm) inner dia. R.M. 127.50 252.25

R.ft. 38.85 76.90

iii) 9" (225 mm) inner dia. R.M. 178.50 434.90

R.ft. 54.40 132.55

b) 25.3.3

i) 9" (225 mm) inner dia. R.M. 178.50 974.80

R.ft. 54.40 297.10

ii) 12" (300 mm) inner dia. R.M. 382.50 1,330.95

R.ft. 116.60 405.70


R.ft. 116.60 483.30

iv) 18" (450 mm) inner dia. R.M. 446.25 1,904.05

R.ft. 136.00 580.35

v) 21" (525 mm) inner dia. R.M. 573.75 2,395.55

R.ft. 174.90 730.15

vi) 24" (600 mm) inner dia. R.M. 637.50 2,895.75

R.ft. 194.30 882.65

vii) 27" (675 mm) inner dia. R.M. 892.50 3,696.45

R.ft. 272.05 1,126.70

viii) 30" (750 mm) inner dia. R.M. 1,020.00 4,217.75

R.ft. 310.90 1,285.60

ix) 33" (825 mm) inner dia. R.M. 1,155.00 5,086.85

R.ft. 352.05 1,550.50

x) 36" (900 mm) inner dia. R.M. 1,530.00 6,771.60

R.ft. 466.35 2,064.00

xi) 42" (1050 mm) inner dia. R.M. 2,040.00 9,100.75

R.ft. 621.80 2,773.95

xii) 48" (1200 mm) inner dia. R.M. 3,270.00 11,592.55

R.ft. 996.70 3,533.45

xiii) 54" (1350 mm) inner dia. R.M. 4,590.00 17,690.20

R.ft. 1,399.05 5,392.05

Ref.

Tech.

Specs.

UnitRate (Rs.)

Plain cement concrete pipe conforming to ASTM C-14 class-II or

equivalent.

R.C.C pipe with bell & spigot or tongued & grooved joint

conforming to ASTM C-76 class II wall B or BS 3911 Part I class M

including cost of reinforcement.

Sr. No. Description

Providing and laying cement concrete pipes moulded with cement

concrete 1:1.5:3 with spigot socket or collar joint as specified in

trenches to correct alignment and grade, jointing with jointing

materials including cutting pipes where necessary, finishing and

testing.

25 - 1



Labour Composite

Ref.

Tech.

Specs.

UnitRate (Rs.)

Sr. No. Description

xiv) 60" (1500 mm) inner dia. R.M. 6,183.00 20,738.50

R.ft. 1,884.60 6,321.15

xv) 66" (1650 mm) inner dia. R.M. 9,180.00 21,668.30

R.ft. 2,798.10 6,604.60

xvi) 72" (1800 mm) inner dia. R.M. 12,240.00 23,440.00

R.ft. 3,730.80 7,144.60

25-2 25.3.3.7

a) Each 2,063.50 4,540.20

b) C.I. Gulley trap 6" x 6" x 4" weighing not less than 20 kg Each 2,063.50 4,780.25

c) Each 2,063.50 4,204.50

d) Each 2,063.50 4,444.50

36975 Each 2,888.00 15,243.45 25.3.3.7

25-4 a) Each 1,531.80 12,811.70 25.4

b) Cm. 46.85 116.45

Inch 119.00 295.80

25-5 a) Each 2,881.45 21,057.10 25.4

Constructing gulley grating chamber size 36" x 30" (inner

dimensions) and 30" deep with glazed earthen ware trap and C.I

grating 36" x 30" fixed in 6" thick RCC 1:2:4 slab with (5 lbs. per

Cu.ft or 80.09 kg/cu.m steel) with 9" (225mm) burnt brick masonry

walls set in 1:6 cement sand mortar, 6" (150 mm) thick 1:3:6

cement concrete in foundation, 1" (25 mm) thick 1:2:4 cement

concrete flooring and 1/2" (13mm) thick 1:3 cement plaster to all

inside wall surfaces including curing but excluding the cost of

excavation, back filling and disposal of excavated stuff.

C.I. gulley trap 6" x 6" x 4" with 2" (50 mm) thick RCC cover and

C.I. frame weighing not less than 4 kg.

Providing and fixing gulley trap with 4" (100mm) outlet, complete

with 4" (100mm) thick 1:2:4 cement concrete using 3/4" (19mm)

crushed aggregate for bed and kerb, 1/2" (13mm) thick cement

plaster 1:3, 12"x12"x18" deep inside dimension chamber with C.I.

grating 6"x6" cover and frame 12"x12".

Cement concrete gulley trap 6" x 6" x 4" (150 x 150 x 100 mm)

with C.I. cover and frame weighing not less than 10 kg.

Cement concrete gulley trap 6" x 6" x 4" with 2" (50 mm) thick

RCC cover and C.I. frame weighing not less than 4 kg.

Providing manhole type 'A' size 24" x 18" (inside dimensions) as

per approved design and specifications complete for 4" to 12" dia

pipes upto 4 ft. (1.2 m) depth with 16" dia.Concrete Cover fixed in

4" thick RCC 1:2:4 slab (with 5 lbs per Cu.ft. or 80 kg/Cu.m of

steel), burnt brick masonry walls 9" (225 mm) thick set in 1:3

cement sand mortar, 6" thick 1:3:6 cement concrete in foundation,

4" av. thickness 1:2:4 cement concrete in benching and 1/2"

(13mm) thick cement sand plaster in 1:3 to all inside wall

surfaces, channels and benching including making requisite

number of main and branch channels but excluding the cost of

excavation, back filling and disposal of excavated stuff.

Providing manhole type 'B' size 36" x 30" (inside dimensions) x 48"

deep as per approved design and specifications complete for 4" to

12" dia. pipe 4ft to 7'-6" depth with 18" dia (inside) Concrete Cover

fixed in 6" thick RCC 1:2:4 slab with 5 lbs. per Cu.ft steel and brick

masonry walls set in 1:3 cement sand mortar,6" thick 1:3:6 cement

concrete foundation, 4" av. thick 1:2:4 cement concrete in

benching and 1/2" (13mm) thick cement plaster in 1:3 cement

sand mortar, to all inner wall surfaces, channels and benching

including providing and making requisite number of main and

branch channels but excluding the cost of excavation, back filling,

disposal of excavated stuff.

Extra for depth beyond 24" (600 m) and upto 48" (1.2 m) for 'A'

type manholes

25 - 2



Labour Composite

Ref.

Tech.

Specs.

UnitRate (Rs.)

Sr. No. Description

b) Cm. 22.60 118.00

Inch 57.40 299.70

c) Extra for using C.I. cover and frame 18" dia. inside and weighing

89 kg for main roads.

Each 3,510.00 3,510.0025.4

25-6 a) Each 6,620.65 38,240.80 25.4

b) Cm. 22.60 118.00

Inch 57.40 299.70

25-7 a) Each 18,567.60 101,519.95 25.4

b) Cm. 64.90 307.00

Inch 164.85 779.80

c) Cm. 22.60 100.90

Inch 57.40 256.30

25-8 a) Each 21,815.75 119,929.85 25.4

Providing manhole type 'C' size 36" x 30" (inside dimensions) x 7.5

ft deep as per approved design and specifications complete for 4"

to 12" dia. pipe 7'-6" to 12 ft depth with 18" dia (inside) Concrete

Cover fixed in 6" thick RCC 1:2:4 slab with 5 lbs per Cu.ft steel and

brick masonry walls set in 1:3 cement sand mortar,6" thick 1:3:6

cement concrete foundation, 4" av. thick 1:2:4 cement concrete in

benching and 1/2" (13 mm) thick cement plaster in 1:3 cement

sand mortar, to all inner wall surfaces, channels and benching

including providing and making requisite number of main and

branch channels but excluding the cost of excavation, back filling,

disposal of excavated stuff.

Providing manhole type 'D' size 4'-6" x 3' at bottom and 3' x 2' at

top (inside dimensions at both level) x 13.5 ft deep as per

approved design and specifications complete for 6" to 15" dia. pipe

deeper than 12' upto 20 ft depth with 20" dia (inside) C.I. cover

and frame (Wt. = 101.6 kg) fixed in 6" thick RCC 1:2:4 slab and 7"

thick RCC slab and lintel for supporting 9" thick brick masonry upto

7'-6" depth from top and 18" thick masonry 6' including lintel

(height from bottom) set in 1:3 cement sand mortar, 9" thick 1:3:6

cement concrete in foundation, 1:2:4 cement concrete in benching

and 1/2" (13mm) thick cement plaster in 1:3 cement sand mortar,

to all inner wall surfaces, channels and benching including

providing and fixing C.I. foot rest at every 12" of depth and making

requisite number of main and branch channels but excluding the

cost of excavation, back filling, disposal of excavated stuff. The

reinforcement for RCC shall be used at 5 lbs. per Cu.ft of

concrete.

Deduct for lesser depth than 13'-6"(4.1 m) for 'D' type manholes

effecting 9" thick masonry, plastering and C.I. foot rest.

Providing manhole type 'E' size 4'-6"x4' at bottom and 3'x2' at top

(inside dimensions at both level) x 14.5 ft deep as per approved

design and specifications complete for 18" to 24" dia. pipe deeper

than 12' upto 20 ft depth with 20" dia (inside) Concrete cover 20 ''

with frame fixed in 6" thick RCC 1:2:4 slab and 9" thick RCC slab

and lintel for supporting 9" thick brick masonry upto 7'-6" depth

from top and 18" thick masonry 7' including lintel (height from

bottom) set in 1:3 cement sand mortar, 9" thick 1:3:6 cement

concrete in foundation, 1:2:4 cement concrete in benching and

1/2" (13mm) thick cement plaster in 1:3 cement sand mortar, to all

inner wall surfaces, channels and benching including providing

and fixing C.I. foot rest at every 12" of depth and making requisite


excavation, back filling, disposal of excavated stuff. The


Extra for 18" thick masonry beyond 13'-6" upto 20 ft (4.1 m to 6.1

m) for 'D' type manholes including cost of extra foot rest at every

12" (300 mm) of depth

Extra for depth beyond 4' (1.2 m) and upto 7'-6" (2.2 m) for 'B' type

manholes including cost of cast iron foot rest at every 12"

(300mm) of depth

Extra for depth beyond 7'-6" upto 12 ft (2.2 m to 3.66 m) for 'C'

type manholes including cost of cast iron foot rest at every 12"

(300mm) of depth

25 - 3



Labour Composite

Ref.

Tech.

Specs.

UnitRate (Rs.)

Sr. No. Description

b) Cm. 71.35 365.60

181.25 928.60

c) Cm. 22.60 100.90

Inch 57.40 256.30

25-9-1 Sq.m.. 306.00 370.15 5.4Sq.ft. 28.45 34.40

25-10-1 Sq.m.. 133.45 545.70 4.11Sq.ft. 12.40 50.70

25-11-1 Sq.m.. 107.95 357.85 4.11Sq.ft. 10.05 33.25

25-12 25.4.2

a) Angle iron 1.25" x 1.25" x 3/16" (32 mm x 32 mm x 5 mm) Each 90.00 306.80

b) C.I. foot rest Each 90.00 200.40

25-13-1 Each 318.75 430.30 25.4.2

25-14-1 Each 637.50 5,939.80 25.4.2

25-15-1 Each 956.25 6,613.20 25.4.2

25-16-1 Each 1,124.25 3,202.05 25.4.2

25-17-1 Cu.m. 210.00 300.00 3.1Cu.ft. 5.95 8.50

25-18 25.5

a) 6" (150 mm) inner dia.

i) 18 ft. (5.5 m.) long Kg. 4.45 128.20

Lb. 2.00 58.15

ii) 24 ft. (7.3 m.) long Kg. 5.10 128.85

Lb. 2.30 58.45

iii) 30 ft. (9.15 m.) long Kg. 6.40 130.15

Lb. 2.90 59.05

iv) 36 ft. (11 m.) long Kg. 7.65 131.40

Lb. 3.45 59.60

Providing and fixing C.I. ventilating shaft with all specials required

such as sockets, flanges, radial tees including cost of painting two

coats of white zinc paint with pigment of approved shade,

excavation. Concrete work shall be paid for separately.

Mixing and finishing 1:2:4 concrete benching for floor work in

manhole chamber with 1/8" (3 mm) thick cement finish.

Fixing manhole frame and cover in R.C.C. slab including carriage

and cost of fixing material.

Providing and fixing 22 " dia. manhole cover in 6" (150 mm) thick

RCC 1:2:4 slab with 5 lbs per Cu.ft steel with tee shaped C.I.

frame of 20" (500mm) clear inner dia. frame weighing 37.50 kg.

including cost of fixing material.

Providing and fixing 22 " (550 mm) dia. manhole cover in 6"

(150mm) thick RCC 1:2:4 slab with 5 lbs per Cu.ft steel with 3" x 3"

x 3/8" angle iron frame of 20" (500mm) clear inner dia. weighing

15.5 kg. including cost of fixing material.

Desilting of disposal work collecting tank, including removal of

sludge upto 300ft (90m)

Providing and fixing 22" dia. manhole cover in 3" (75 mm) thick

RCC 1:2:4, with steel at 5 lbs per cu.ft of concrete with tee shaped

C.I. frame of 20" clear inner dia. frame weighing 37.5 kg. including

cost of fixing material.

Providing and fixing step iron or foot rest in manhole chambers

including setting to correct lines and levels.

Restoration of brick pavement laid dry on edge and joint filled with

sand laid over service line with 2" (50 mm) sand cushion

underneath.

Restoration of flat brick pavement laid dry and joint filled with sand

laid on service line with 2" (50 mm) sand cushion underneath.

Deduct for lesser depth than 14'-6" (4.42 m) for 'E' type manholes

effecting 9" thick masonry, plastering and C.I. foot rest.

Extra for 18" thick masonry required for extra depth beyond 14'- 6"

upto 20 ft (4.42m to 6.1m) for 'E' type manholes including cost of

extra foot rest at every 12" (300mm) of depth

25 - 4



Labour Composite

Ref.

Tech.

Specs.

UnitRate (Rs.)

Sr. No. Description

b) 9" 225 mm inner dia.

i) 18 ft. (5.5 m.) long Kg. 5.10 128.85

Lb. 2.30 58.45

ii) 24 ft. (7.3 m.) long Kg. 6.40 130.15

Lb. 2.90 59.05

iii) 30 ft. (9.15 m.) long Kg. 7.65 131.40

Lb. 3.45 59.60

iv) 36 ft. (11 m.) long Kg. 8.30 132.05

Lb. 3.75 59.90

c) 12" (300 mm) inner dia.

i) 18 ft. (5.5 m.) long Kg. 6.40 130.15

Lb. 2.90 59.05

ii) 24 ft. (7.3 m.) long Kg. 7.65 131.40

Lb. 3.45 59.60

iii) 30 ft. (9.15 m.) long Kg. 8.30 132.05

Lb. 3.75 59.90

25-19

a) Upto 10 ft (3 m.) depth of slush Per

well

2,955.75 2,955.75

Per

well

900.90 900.90

b) Beyond 10 ft (3 m.) depth of slush Per

well

3,500.00 3,500.00

Per

well

1,066.80 1,066.80

25-20 27.1.3

a) Class B

i) 3" (75 mm) inner dia. R.M. 36.00 536.25

R.ft. 10.95 163.45

ii) 4" (100 mm) inner dia. R.M. 36.00 795.95

R.ft. 10.95 242.60


R.ft. 16.45 340.85

iv) 6" (150 mm) inner dia. R.M. 54.00 1,544.65

R.ft. 16.45 470.80

v) 8" (200 mm) inner dia. R.M. 54.00 2,330.05

R.ft. 16.45 710.20

vi) 10" (250 mm) inner dia. R.M. 72.00 3,747.05

R.ft. 21.95 1,142.10


R.ft. 21.95 1,577.45

viii) 14" (350 mm) inner dia. R.M. 72.00 6,545.00

R.ft. 21.95 1,994.95

ix) 16" (400 mm) inner dia. R.M. 108.00 8,794.70

R.ft. 32.90 2,680.65

Providing and Installing uPVC pipe IIL, Dadex or equivalent make

registered with PSQCA in tubewell bore hole and/or laying, cutting,

jointing and testing uPVC pipe lines in trenches.

Clearing of silt in 10 ft (3m.) dia wells and removal of slush outside

the compound.

25 - 5



Labour Composite

Ref.

Tech.

Specs.

UnitRate (Rs.)

Sr. No. Description

x) 18" (450 mm) inner dia. R.M. 108.00 13,722.30

R.ft. 32.90 4,182.60

xi) 20" (500 mm) inner dia. R.M. 108.00 17,230.60

R.ft. 32.90 5,251.95

xii) 22" (550 mm) inner dia. R.M. 180.00 21,896.70

R.ft. 54.85 6,674.20

xiii) 24" (600 mm) inner dia. R.M. 180.00 26,908.35

R.ft. 54.85 8,201.75

b) Class C

i) 3" (75 mm) inner dia. R.M. 36.00 637.40

R.ft. 10.95 194.30

ii) 4" (100 mm) inner dia. R.M. 36.00 1,017.45

R.ft. 10.95 310.10


R.ft. 16.45 469.65

iv) 6" (150 mm) inner dia. R.M. 54.00 2,204.05

R.ft. 16.45 671.80

v) 8" (200 mm) inner dia. R.M. 54.00 3,344.95

R.ft. 16.45 1,019.55

vi) 10" (250 mm) inner dia. R.M. 72.00 5,417.15

R.ft. 21.95 1,651.15


R.ft. 21.95 2,313.10


R.ft. 21.95 2,777.90

ix) 16" (400 mm) inner dia. R.M. 108.00 12,636.45

R.ft. 32.90 3,851.65

x) 18" (450 mm) inner dia. R.M. 108.00 21,407.15

R.ft. 32.90 6,525.00

xi) 20" (500 mm) inner dia. R.M. 108.00 26,627.60

R.ft. 32.90 8,116.20


R.ft. 54.85 9,827.35


R.ft. 54.85 11,678.25

c) Class D

i) 3" (75 mm) inner dia. R.M. 36.00 558.05

R.ft. 10.95 170.10

ii) 4" (100 mm) inner dia. R.M. 36.00 812.80

R.ft. 10.95 247.75


R.ft. 16.45 411.05

25 - 6



Labour Composite

Ref.

Tech.

Specs.

UnitRate (Rs.)

Sr. No. Description

iv) 6" (150 mm) inner dia. R.M. 54.00 1,979.30

R.ft. 16.45 603.30

v) 8" (200 mm) inner dia. R.M. 54.00 2,835.45

R.ft. 16.45 864.25

vi) 10" (250 mm) inner dia. R.M. 72.00 4,352.75

R.ft. 21.95 1,326.75


R.ft. 21.95 2,122.35


R.ft. 21.95 3,204.35

ix) 16" (400 mm) inner dia. R.M. 108.00 12,581.75

R.ft. 32.90 3,834.95

x) 18" (450 mm) inner dia. R.M. 108.00 18,066.20

R.ft. 32.90 5,506.65

xi) 20" (500 mm) inner dia. R.M. 108.00 28,924.00

R.ft. 32.90 8,816.15


R.ft. 54.85 12,664.95


R.ft. 54.85 18,896.30

d) Class E

i) 3" (75 mm) inner dia. R.M. 36.00 996.55

R.ft. 10.95 303.75

ii) 4" (100 mm) inner dia. R.M. 36.00 1,602.10

R.ft. 10.95 488.35


R.ft. 16.45 748.40

iv) 6" (150 mm) inner dia. R.M. 54.00 3,428.50

R.ft. 16.45 1,045.00

v) 8" (200 mm) inner dia. R.M. 54.00 5,199.25

R.ft. 16.45 1,584.75

vi) 10" (250 mm) inner dia. R.M. 72.00 9,176.40

R.ft. 21.95 2,797.00


R.ft. 21.95 3,904.45


R.ft. 21.95 5,112.50

ix) 16" (400 mm) inner dia. R.M. 108.00 24,329.90

R.ft. 32.90 7,415.85

x) 18" (450 mm) inner dia. R.M. 108.00 36,960.20

R.ft. 32.90 11,265.60

xi) 20" (500 mm) inner dia. R.M. 108.00 49,689.80

R.ft. 32.90 15,145.65

25 - 7



Labour Composite

Ref.

Tech.

Specs.

UnitRate (Rs.)

Sr. No. Description


R.ft. 54.85 20,231.00


R.ft. 54.85 25,275.05

25-21 a) Each 868.50 12,570.65 25.4

b) Cm. 7.30 56.90

Inch 18.55 144.55

25-22 a) Each 1,519.85 21,330.20 25.4

b) Cm. 10.25 66.00

Inch 26.05 167.65

c) Each - 3,510.00

25-23 a) Each 4,453.75 53,102.40 25.4

b) Cm. 10.25 66.00

Inch 26.05 167.65

c) Each - 3,510.00

25-24 a) Each 5,598.55 88,389.00 25.4

Extra for using C.I. cover and frame 18" dia. inside and weighing


Providing manhole type 'C' size 36" x 30" (inside dimensions) x 7.5

ft deep as per approved design and specifications complete for 4"

to 12" dia. pipe 7'-6" to 12 ft depth with 18" dia (inside) Concrete

cover fixed in 6" thick RCC 1:2:4 slab with 5 lbs per Cu.ft steel and

6'' thick RCC Walls,6" thick 1:3:6 cement concrete foundation, 4"

av. thick 1:2:4 cement concrete and benching including providing

and making requisite number of main and branch channels but

excluding the cost of excavation, back filling, disposal of excavated

stuff.

Extra for depth beyond 7'-6" upto 12 ft (2.2 m to 3.66 m) for 'C'

type manholes including cost of cast iron foot rest at every 12"

(300mm) of depth

Extra for using C.I. cover weighing 89 kg for main roads.

Providing manhole type 'D' size 4'-6" x 3' at bottom and 3' x 2' at

top (inside dimensions at both level) x 13.5 ft deep as per

approved design and specifications complete for 6" to 15" dia. pipe

deeper than 12' upto 20 ft depth with 20" dia (inside) Concrete

cover and frame fixed in 6" thick RCC 1:2:4 slab and 7" thick RCC

slab and lintel for supporting 6" thick RCC walls upto 7'-6" depth

from top , 9" thick 1:3:6 cement concrete in foundation, 1:2:4

cement concrete in benching to all inner wall surfaces, channels

and benching including providing and fixing C.I. foot rest at every

12" of depth and making requisite number of main and branch

channels but excluding the cost of excavation, back filling, disposal

of excavated stuff. The reinforcement for RCC shall be used at 5

lbs. per Cu.ft of concrete.

Providing manhole type 'A' size 24" x 18" (inside dimensions) as

per approved design and specifications complete for 4" to 12" dia

pipes upto 4 ft. (1.2 m) depth with 16" dia. Concrete cover and

frame fixed in 4" thick RCC 1:2:4 slab (with 5 lbs per Cu.ft. or 80

kg/Cu.m of steel), 6" (150 mm) thick 1:2:4 cement concrete, 6"

thick 1:3:6 cement concrete in foundation, 4" av. thickness 1:2:4

cement concrete in benching and benching including making

requisite number of main and branch channels but excluding the

cost of excavation, back filling and disposal of excavated stuff.

Extra for depth beyond 24" (600 m) and upto 48" (1.2 m) for 'A'

type manholes

Providing manhole type 'B' size 36" x 30" (inside dimensions) x 48"

deep as per approved design and specifications complete for 4" to

12" dia. pipe 4ft to 7'-6" depth with 18" dia (inside) Concrete cover

and frame fixed in 6" thick RCC 1:2:4 slab with 5 lbs. per Cu.ft

steel and Concrete walls,6" thick 1:3:6 cement concrete

foundation, 4" av. thick 1:2:4 cement concrete in benching to all

inner wall surfaces, channels and benching including providing

and making requisite number of main and branch channels but

excluding the cost of excavation, back filling, disposal of excavated

stuff.

Extra for depth beyond 4' (1.2 m) and upto 7'-6" (2.2 m) for 'B' type

manholes including cost of cast iron foot rest at every 12"

(300mm) of depth

25 - 8



Labour Composite

Ref.

Tech.

Specs.

UnitRate (Rs.)

Sr. No. Description

b) Each - 3,590.00

25-25 a) Each 13,951.00 194,568.60 25.4

b) Cm. 50.50 601.45

Inch 128.25 1,527.70

c) Each - 3,590.00Extra for using C.I. cover and frame 20" dia. inside and weighing


Extra for using C.I. cover and frame 18" dia. inside and weighing


Extra for RCC walls required for extra depth beyond 14'- 6" upto

20 ft (4.42m to 6.1m) for 'E' type manholes including cost of extra

foot rest at every 12" (300mm) of depth

Providing manhole type 'E' size 4'-6"x4' at bottom and 3'x2' at top

(inside dimensions at both level) x 14.5 ft deep as per approved

design and specifications complete for 18" to 24" dia. pipe deeper

than 12' upto 20 ft depth with 20" dia (inside) Concrete cover and

frame fixed in 6" thick RCC 1:2:4 slab and 9" thick RCC slab and

6'' thick Concrete walls, 9" thick 1:3:6 cement concrete in

foundation, 1:2:4 cement concrete in benching including providing

and fixing C.I. foot rest at every 12" of depth and making requisite


excavation, back filling, disposal of excavated stuff. The


concrete.

25 - 9


Volume-I


SECTION 26

SINKING OF WELLS




PRODUCTS.

2. WELL CUBS TO BE LAID AT SPRING

LEVEL OR AS DEEP AS POSSIBLE.

THE OUTER DIMENSIONS OF THE CURB SHALL FORM BASIS OF PAYMENT


Vol -1, 2018Chapter -26, (Sinking of Wells)

Labour Composite

26- 1 26.4

a) In ordinary soil or sand

i) Upto 5 ft. (1.5 m) depth Cu.m. 319.75 319.75

Cu.ft. 9.05 9.05

ii) Above 5 ft. to 10 ft. (1.5 m to 3 m) depth Cu.m. 346.35 346.35

Cu.ft. 9.80 9.80

iii) Above 10 ft. to 15 ft. (3 m to 4.5 m) depth Cu.m. 373.00 373.00

Cu.ft. 10.55 10.55

iv) Above 15 ft. to 20 ft. (4.5 m to 6 m) depth Cu.m. 399.65 399.65

Cu.ft. 11.30 11.30

v) Above 20 ft. to 25 ft. (6 m to 7.5 m) depth Cu.m. 426.30 426.30

Cu.ft. 12.05 12.05

vi) Above 25 ft. to 30 ft. (7.5 m to 9 m) depth Cu.m. 479.60 479.60

Cu.ft. 13.60 13.60

vii) Above 30 ft. to 35 ft. (9 m to 10.5 m) depth Cu.m. 532.90 532.90

Cu.ft. 15.10 15.10

viii) Above 35 ft. to 40 ft. (10.5 m to 12 m) depth Cu.m. 586.15 586.15

Cu.ft. 16.60 16.60

ix) Above 40 ft. to 45 ft. (12 m to 13.5 m) depth Cu.m. 639.45 639.45

Cu.ft. 18.10 18.10

x) Above 45 ft. (13.5 m) to any depth Cu.m. 852.60 852.60

Cu.ft. 24.15 24.15

xi) Under water upto 15 ft. depth (upto 4.5 m below water

level)

Cu.m. 1,065.75 1,065.75

Cu.ft. 30.20 30.20

b) In hard soil


Cu.ft. 10.55 10.55


Cu.ft. 11.30 11.30


Cu.ft. 12.05 12.05


Cu.ft. 12.85 12.85


Cu.ft. 14.35 14.35


Cu.ft. 15.85 15.85

Ref. Tech.


Excavation of well in dry and under water level and disposal

of soil within 100 ft. (30m or one chain)

UnitRate (Rs.)

26 - 1



Labour Composite

Ref. Tech.


Rate (Rs.)


Cu.ft. 17.35 17.35


Cu.ft. 18.85 18.85

ix) Above 40 ft. to 45 ft. (12 m to 13.5 m) depth Cu.m. 719.40 719.40

Cu.ft. 20.35 20.35

x) Above 45 ft. (13.5 m) to any depth Cu.m. 905.90 905.90

Cu.ft. 25.65 25.65


level)

Cu.m. 1,172.35 1,172.35

Cu.ft. 33.20 33.20

c) In hard strata including shingle, gravel or equivalent


Cu.ft. 19.60 19.60


Cu.ft. 20.35 20.35


Cu.ft. 21.15 21.15


Cu.ft. 21.90 21.90


Cu.ft. 23.40 23.40


Cu.ft. 24.90 24.90


Cu.ft. 26.40 26.40


Cu.ft. 27.90 27.90

ix) Above 40 ft. to 45 ft. (12 m to 13.5 m) depth Cu.m. 1,039.10 1,039.10

Cu.ft. 29.45 29.45

x) Above 45 ft. (13.5 m) to any depth Cu.m. 1,119.05 1,119.05

Cu.ft. 31.70 31.70


level)

Cu.m. 1,172.35 1,172.35

Cu.ft. 33.20 33.20

26- 2 26.4

26.6a) In ordinary soil or sand

i) Above 10 ft. to 15 ft. (3 m to 4.5 m) depth Cu.m. 1,172.35 1,172.35

Cu.ft. 33.20 33.20

Dry sinking of well including loading and removing of

excavated material within 100ft (30m.) lead.

26 - 2



Labour Composite

Ref. Tech.


Rate (Rs.)

ii) Above 15 ft. to 20 ft. (4.5 m to 6 m) depth Cu.m. 1,494.70 1,494.70

Cu.ft. 42.35 42.35

iii) Above 20 ft. to 25 ft. (6 m to 7.5 m) depth Cu.m. 1,817.10 1,817.10

Cu.ft. 51.45 51.45

iv) Above 25 ft. to 30 ft. (7.5 m to 9 m) depth Cu.m. 2,139.50 2,139.50

Cu.ft. 60.60 60.60

v) Above 30 ft. to 35 ft. (9 m to 10.5 m) depth Cu.m. 2,461.90 2,461.90

Cu.ft. 69.70 69.70

vi) Above 35 ft. to 40 ft. (10.5 m to 12 m) depth Cu.m. 2,784.25 2,784.25

Cu.ft. 78.85 78.85

vii) Above 40 ft. to 45 ft. (12 m to 13.5 m) depth Cu.m. 3,106.65 3,106.65

Cu.ft. 87.95 87.95

viii) Above 45 ft. (13.5 m) to any depth Cu.m. 3,429.05 3,429.05

Cu.ft. 97.10 97.10

b) In hard soil


Cu.ft. 46.50 46.50


Cu.ft. 55.60 55.60


Cu.ft. 64.75 64.75


Cu.ft. 73.85 73.85


Cu.ft. 83.00 83.00


Cu.ft. 92.10 92.10

vii) Above 40 ft. to 45 ft. (12 m to 13.5 m) depth Cu.m. 3,575.60 3,575.60

Cu.ft. 101.25 101.25


Cu.ft. 110.40 110.40

c) In hard strata including shingle, gravel or equivalent


Cu.ft. 64.75 64.75


Cu.ft. 73.85 73.85


Cu.ft. 83.00 83.00

26 - 3



Labour Composite

Ref. Tech.


Rate (Rs.)


Cu.ft. 92.10 92.10


Cu.ft. 101.25 101.25


Cu.ft. 110.40 110.40

vii) Above 40 ft. to 45 ft. (12 m to 13.5 m) depth 4,220.35 4,220.35Cu.ft. 119.50 119.50


Cu.ft. 128.65 128.65

26- 3 26.426.6

i) Upto 10 ft (3 m) depth Cu.m. 585.00 1,393.55

Cu.ft. 16.55 39.45

ii) Above 10 ft. to 20 ft. (3 m to 6 m) depth Cu.m. 1,240.20 2,954.35

Cu.ft. 35.10 83.65

iii) Above 20 ft. to 30 ft. (6 m to 9 m) depth Cu.m. 1,521.00 3,623.25

Cu.ft. 43.05 102.60

iv) Above 30 ft. to 40 ft. (9 m to 12 m) depth Cu.m. 2,047.50 4,877.45

Cu.ft. 58.00 138.10

v) Above 40 ft. to 50 ft. (12 m to 15 m) depth Cu.m. 2,193.75 5,225.80

Cu.ft. 62.10 148.00

vi) Above 50 ft. to 60 ft. (15 m to 18 m) depth Cu.m. 2,340.00 5,574.20

Cu.ft. 66.25 157.85

vii) Above 60 ft. to 70 ft. (18 m to 21 m) depth Cu.m. 2,486.25 5,922.60

Cu.ft. 70.40 167.70

viii) Above 70 ft. to 80 ft. (21 m to 24 m) depth Cu.m. 2,632.50 6,271.00

Cu.ft. 74.55 177.60

ix) Above 80 ft. (24 m) to any depth Cu.m. 2,778.75 6,619.35

Cu.ft. 78.70 187.45

26- 4 26.426.6

i) Upto 10 ft (3 m) depth Cu.m. 877.50 2,090.35

Cu.ft. 24.85 59.20


Cu.ft. 52.70 125.50


Cu.ft. 64.60 153.90

Wet sinking of well in ordinary soil (value of 'c' upto 5) for

depth below spring level including charges of machinery,

shoring, kentledge and removal of excavated material within

100 ft. (30m.) lead.

Wet sinking of well in cohesive soil (value of 'C' more than

5) for depth below spring level including charges of

machinery, shoring, kentledge and removal of excavated

material within 30m lead.

26 - 4



Labour Composite

Ref. Tech.


Rate (Rs.)


Cu.ft. 86.95 207.20


Cu.ft. 93.20 222.00


Cu.ft. 58.70 139.30


Cu.ft. 105.60 251.55


Cu.ft. 111.80 266.35


Cu.ft. 118.05 281.15

26- 5 26.426.6

i) Upto 10 ft (3 m) depth Cu.m. 1,170.00 2,787.10

Cu.ft. 33.15 78.90


Cu.ft. 70.25 167.30


Cu.ft. 86.15 205.20


Cu.ft. 70.15 167.40


Cu.ft. 124.25 295.95


Cu.ft. 132.55 315.70


Cu.ft. 140.80 335.45


Cu.ft. 149.10 355.15


Cu.ft. 157.40 374.90

26- 6 Cu.m. 28,800.00 63,050.75 26.4Cu.ft. 815.55 1,785.45 26.6

26- 7 600.00 600.00

Wet sinking of well in shingle or gravel for depth below

spring level including charges for machinery, shoring,

kentledge and removal of excavated material within 100 ft.

(30 m.) lead.

Making and supplying at site of work Kikar or Chalghoza

wood well curb.

Laying well curb in position only. Each

job

26 - 5



Labour Composite

Ref. Tech.


Rate (Rs.)

26- 8 5.4

a) 1 : 1.5 : 3 Cu.m. 2,415.75 9,902.75

Cu.ft. 68.40 280.45

b) 1 : 2 : 4 Cu.m. 2,415.75 8,352.85

Cu.ft. 68.40 236.55

26- 9 Providing and fixing structural steel for cutting edge. % Kg. 1,795.20 10,487.00 26.4% Lb. 814.30 4,756.85

Cu.m. 2,142.65 7,895.95 4.1Cu.ft. 60.70 223.60

Making and removing false masonry on well including its

dismantling and cost of scraping bricks.

Providing, making and laying R.C.C. well curb in position

using 3/4" (19mm) and down gauge crushed aggregate and

coarse sand including formwork, moulds, shuttering,

rendering the exposed surface including curing. The

reinforcement will be paid separately.

26- 10

26 - 6


Volume-I


SECTION 27

TUBEWELL AND

WATER SUPPLY 1.RATES FOR ALL FINISHED WORKS


PRODUCTS

2. CAST IRON PIPES AND FITTINGS SHALL

COMPLY WITH B.S. 78 FOR SPIGCT AND

SOCKET, VERTICALLY CAST IRON

PIPES AND B.S. 2035 FOR FLANGED PIPES.

PVC PIPES AND FITTINGS SHALL

COMPLY WITH B.S. 3505

ASBESTOS CEMENT PIPE AND

FITTINGS SHALL COMPLY WITH B.S. 486

GALVANIZED IRON PIPES AND FITTINGS

SHALL CONFORM TO B.S. 1387-1967

SECTION

Composite Schedule of RatesVol -1, 2018

Chapter -27, (Tube Well and Water Supply)

Sr. No.

Labour Composite

27-1 27.1.2

a) 3" (75 mm) inner dia. R.M. 63.00 197.80R.ft. 19.20 60.30

b) 4" (100 mm) inner dia. R.M. 85.05 296.70R.ft. 25.90 90.45

c) 5" (125 mm) inner dia. R.M. 153.10 445.05R.ft. 46.65 135.65

d) 6" (150 mm) inner dia. R.M. 229.65 667.60R.ft. 70.00 203.50

e) 8" (200 mm) inner dia. R.M. 305.45 1,001.40R.ft. 93.10 305.25

f) 10" (250 mm) inner dia. R.M. 381.80 1,251.75R.ft. 116.35 381.55

g) 12" (300 mm) inner dia. R.M. 477.25 1,564.70R.ft. 145.45 476.95

h) 15" (375 mm) inner dia. R.M. 596.55 1,955.90R.ft. 181.85 596.15

i) 18" (450 mm) inner dia. R.M. 745.70 2,444.90

R.ft. 227.30 745.20

27-2 27.1.2

a) 5" (125 mm) inner dia. R.M. 260.25 756.60R.ft. 79.35 230.60

b) 6" (150 mm) inner dia. R.M. 367.45 1,068.15R.ft. 112.00 325.60

c) 8" (200 mm) inner dia. R.M. 397.10 1,301.80R.ft. 121.05 396.80

d) 10" (250 mm) inner dia. R.M. 458.15 1,502.10R.ft. 139.65 457.85




`27-3 27.1.2

a) 5" (125 mm) inner dia. R.M. 351.35 1,021.40R.ft. 107.10 311.35


Ref. Tech. Specs.

Description

Boring for tubewell in all types of soil except shingle, gravel and rockfrom ground bed to 100ft (30m) depth including sinking andwithdrawing casing pipe & disposal of excavated material within 100ft(30m)

Boring for tubewell in all types of soil except shingle, gravel and rockfrom depth 100 ft. to 200 ft. (30m to 60m.) below ground level includingsinking and withdrawing of casing pipe

Boring for tubewell in all types of soil except shingle, gravel and rockfrom depth 200 ft. to 300 ft. (60m to 90m.) below ground level includingsinking and withdrawing of casing pipe

UnitRate (Rs.)

27 - 1



Sr. No.

Labour Composite

Ref. Tech. Specs.

Description UnitRate (Rs.)






27-4 27.1.2

a) 8" (200 mm) inner dia. R.M. 239.40 1,473.75

R.ft. 72.95 449.20





27-5 27.1.2

a) From ground level upto 250 ft. (75 m) below ground level

i. (370 mm to 450 mm) i/d R.M. 6,840.10R.ft. 2,084.90

ii. (500 mm to 700 mm) i/d R.M. 7,524.10R.ft. 2,293.35

b) Exceeding 250 ft (75 m.) depth below ground level

i. (375 mm to 450 mm) i/d R.M. 8,892.15R.ft. 2,710.35


27-6 R.M. 10,260.15 27.1.2R.ft. 3,127.35


i. (370 mm to 450 mm) i/d R.M. 10,260.15R.ft. 3,127.35



i. (375 mm to 450 mm) i/d R.M. 13,338.25R.ft. 4,065.55


Boring for tubewell by Purcussion boring rig in all types of soil exceptshingle, gravel and rock from ground bed from 400 ft upto 1400ft depthincluding sinking and withdrawing casing pipe & disposal of excavatedmaterial within 100ft (30m)

Drilling for boring/Pilling in shingle, gravel

Drilling of bore in all types of soil except shingle, gravel and rock.

27 - 2



Sr. No.

Labour Composite

Ref. Tech. Specs.


27-7 27.1.2


i) 15" to 18" (375 mm to 450 mm) inner dia. R.M. - 12,015.25R.ft. - 3,662.30

ii) 20" to 30" (500 mm to 750 mm) inner dia. R.M. - 13,216.80R.ft. - 4,028.55




27-8 27.1.2







27-9-1 Each 1,317.00 47,070.15 27.1.2.5

27-10-1 Furnishing sample of water from bore hole. 57.25 105.25 27.1.2.5

27-11 27.1.3

a) 2" (50 mm) dia. and 5/32" (4 mm) wall thickness R.M. 147.00 1,511.35R.ft. 44.80 460.65

b) 3" (75 mm) dia. and 5/32" (4 mm) wall thickness R.M. 147.00 2,107.65R.ft. 44.80 642.40

c) 4" (100 mm) dia. and 3/16" (5 mm) wall thickness R.M. 147.00 2,749.20R.ft. 44.80 837.95

d) 5" (125 mm) dia. and 3/16" (5 mm) wall thickness R.M. 147.00 5,333.25R.ft. 44.80 1,625.60

e) 6" (150 mm) dia. and 3/16" (5 mm) wall thickness R.M. 147.00 6,272.95

R.ft. 44.80 1,912.00

f) 7" (175 mm) dia. and 3/16" (5 mm) wall thickness R.M. 147.00 7,293.95R.ft. 44.80 2,223.20

g) 8" (200 mm) dia. and 3/16" (5 mm) wall thickness R.M. 147.00 9,010.65R.ft. 44.80 2,746.50

Drilling for boring/Pilling in shingle, gravel

Drilling of boring/pilling in all types of soil except shingle, gravel androck.

Per set of two

bottlesProviding and installing MS strainer in tubewell bore hole includingspecials, sockets and studs of the nominal inner diameter.

Providing box 48"x 30"x 9" (1.2m x 0.75m x 0.23m) of deodar woodplanks with compartment 4" x 4" (100mm x 100mm) including lockingarrangement for preserving strata samples from borehole and paintedwith two coats of paint. The top and bottom of the box to be of 1/2"(12mm) planks, sides and compartments to be of 1/4" (6mm) planks.

27 - 3



Sr. No.

Labour Composite

Ref. Tech. Specs.


h) 9" (225 mm) dia. and 3/16" (5 mm) wall thickness R.M. 147.00 10,320.80R.ft. 44.80 3,145.80

i) 10" (250 mm) dia. with 3/16" (5 mm) wall thickness R.M. 147.00 13,492.15R.ft. 44.80 4,112.45

j) 10" (250 mm) dia. and 1/4" (6 mm) wall thickness R.M. 147.00 19,771.70R.ft. 44.80 6,026.50

k) 12" (300 mm) dia. and 1/4" (6 mm) wall thickness R.M. 147.00 24,542.35R.ft. 44.80 7,480.60

l) 15" (375 mm) dia. and 1/4" (6 mm) wall thickness R.M. 147.00 27,252.95R.ft. 44.80 8,306.80

m) 18" (450 mm) dia. and 1/4" (6 mm) wall thickness R.M. 147.00 29,963.55R.ft. 44.80 9,133.00

n) 20" (500 mm) dia. and 1/4" (6 mm) wall thickness R.M. 147.00 32,583.00R.ft. 44.80 9,931.40

o) 22" (550 mm) dia. and 1/4" (6 mm) wall thickness R.M. 147.00 32,583.00R.ft. 44.80 9,931.40

27-12 27.1.3

a) 2" (50 mm) inner dia. Each 268.50 818.65

b) 3" (75 mm) inner dia. Each 268.50 1,095.75


d) 5" (125 mm) inner dia. Each 268.50 2,216.10

e) 6" (150 mm) inner dia. Each 268.50 2,577.55

f) 7" (175 mm) dia Each 268.50 3,039.35

g) 8" (200 mm) inner dia. Each 268.50 3,280.25

h) 9" 225 mm inner dia. Each 268.50 3,681.85

i) 10" (250 mm) inner dia. Each 268.50 4,966.85

j) 12" (300 mm) inner dia. Each 268.50 5,930.65

27-13 27.1.3

a) 8" (200 mm) dia. and 3/16" (5 mm) wall thickness R.M. 165.00 4,472.00R.ft. 50.30 1,363.10

b) 10" (250 mm) dia. and 0.2" to 0.22" (5 mm to 5.5 mm) wall thickness R.M. 165.00 4,949.85R.ft. 50.30 1,508.75

27-14 Providing and installing fibre glass bail/end plug in tubewell bore.27.1.3

a) 8" (200 mm) inner dia. Each 165.00 6,528.00


27-15 27.1.3

a) 8" (200 mm) dia. and 3/16" (5 mm) wall thickness R.M. 165.00 4,266.30R.ft. 50.30 1,300.40

b) 10" (250 mm) dia. with 3/16" (5 mm) wall thickness R.M. 165.00 4,461.60R.ft. 50.30 1,359.90

Providing and installing M.S. bail plug in tubewell bore hole 1.5 ft.(50cm) long and of the nominal inner diameter.

Providing and installing fibre glass strainer in tubewell bore holeincluding sockets and solvents.

Providing and installing fibre glass blank pipe in tubewell bore holeincluding coupling and jointing with strainer.

27 - 4



Sr. No.

Labour Composite

Ref. Tech. Specs.


c) 14" (350 mm) dia. and 3/16" to 1/4" (5 mm to 6 mm) wall thickness R.M. 165.00 7,000.50R.ft. 50.30 2,133.80

27-16 27.1.3

a) Class B

i) 3" (75 mm) inner dia. R.M. 14.55 399.40R.ft. 4.45 121.75

ii) 4" (100 mm) inner dia. R.M. 14.55 599.15R.ft. 4.45 182.60

iii) 5" (125 mm) inner dia. R.M. 135.75 954.35R.ft. 41.40 290.90

iv) 6" (150 mm) inner dia. R.M. 135.75 1,190.15R.ft. 41.40 362.75

v) 8" (200 mm) inner dia. R.M. 87.75 1,838.55R.ft. 26.75 560.40

vi) 10" (250 mm) inner dia. R.M. 87.75 2,914.70R.ft. 26.75 888.40

vii) 12" (300 mm) inner dia. R.M. 161.25 4,086.85R.ft. 49.15 1,245.70

viii) 14" (350 mm) inner dia. R.M. 161.25 5,140.50R.ft. 49.15 1,566.85

b) Class D

i) 1.25" (30 mm) inner dia. R.M. 8.55 151.50R.ft. 2.60 46.20

ii) 1.5" (40 mm) inner dia. R.M. 8.55 185.25R.ft. 2.60 56.45


iv) 3" (75 mm) inner dia. R.M. 21.30 422.85R.ft. 6.50 128.90

v) 4" (100 mm) inner dia. R.M. 21.30 618.85R.ft. 6.50 188.65


vii) 6" (150 mm) inner dia. R.M. 40.50 1,521.50R.ft. 12.35 463.75

27-17 Providing and installing uPVC elbow of approved make registered withPSQCA.

27.1.3a) Class B

i) 3" (75 mm) inner dia. Each 54.00 233.15

ii) 4" (100 mm) inner dia. Each 54.00 282.65

iii) 5" (125 mm) inner dia. Each 54.00 579.50

iv) 6" (150 mm) inner dia. Each 72.00 781.30

v) 8" (200 mm) inner dia. Each 72.00 5,375.90

Providing and installing uPVC strainer in tubewell bore hole includingsockets and solvent registered with PSQCA of the nominal innerdiameter.

27 - 5



Sr. No.

Labour Composite

Ref. Tech. Specs.


vi) 10" (250 mm) inner dia. Each 72.00 6,224.15

vii) 12" (300 mm) inner dia. Each 108.00 9,016.90

viii) 14" (350 mm) inner dia. Each 108.00 13,540.80

b) Class D

i) 1.25" (30 mm) inner dia. Each 36.00 123.25

ii) 1.5" (40 mm) inner dia. Each 36.00 151.55



v) 4" (100 mm) inner dia. Each 54.00 480.55

vi) 5" (125 mm) inner dia. Each 54.00 582.20

vii) 6" (150 mm) inner dia. Each 54.00 703.95

27-18 27.1.3

a) 2" (50 mm) dia. and 1/8" (3 mm) wall thickness R.M. 298.50 1,676.20R.ft. 91.00 510.90

b) 3" (75 mm) dia. and 1/8" (3 mm) wall thickness R.M. 298.50 2,259.15R.ft. 91.00 688.60

c) 4" (100 mm) dia. and 1/8" (3 mm) wall thickness R.M. 372.00 2,974.20R.ft. 113.40 906.55

d) 5" (125 mm) dia. and 3/16" (5 mm) wall thickness R.M. 372.00 5,558.25R.ft. 113.40 1,694.20

e) 6" (150 mm) dia. and 3/16" (5 mm) wall thickness R.M. 595.50 6,721.45R.ft. 181.50 2,048.70

f) 7" (175 mm) dia. and 3/16" (5 mm) wall thickness R.M. 595.50 7,742.45R.ft. 181.50 2,359.95

g) 8" (200 mm) dia. and 3/16" (5 mm) wall thickness R.M. 596.25 9,459.90R.ft. 181.75 2,883.40

h) 9" (225 mm) dia. and 3/16" (5 mm) wall thickness R.M. 596.25 10,770.05R.ft. 181.75 3,282.75

i) 10" (250 mm) dia. and 1/4" (6 mm) wall thickness R.M. 596.25 13,941.40R.ft. 181.75 4,249.40

j) 12" (300 mm) dia. and 1/4" (6 mm) wall thickness R.M. 540.00 16,234.35R.ft. 164.60 4,948.30

k) 15" (375 mm) dia. and 1/4" (6 mm) wall thickness R.M. 540.00 20,164.70R.ft. 164.60 6,146.30

l) 18" (450 mm) dia. and 1/4" (6 mm) wall thickness R.M. 540.00 24,935.35R.ft. 164.60 7,600.40

m) 20" (500 mm) dia. and 1/4" (6 mm) wall thickness R.M. 915.00 28,020.95R.ft. 278.90 8,540.90

n) 22" (550 mm) dia. and 1/4" (6 mm) wall thickness R.M. 915.00 30,731.55R.ft. 278.90 9,367.10

Providing and installing M.S. blind pipe socketed seemless welded jointor hand welded joint, M.S. reducer where necessary in tubewell borehole including jointing and welding with strainer of the nominal innerdiameter.

27 - 6



Sr. No.

Labour Composite

Ref. Tech. Specs.


27-19 27.1.3

a) Class B



iii) 5" (125 mm) inner dia. R.M. 270.00 1,088.60R.ft. 82.30 331.80


v) 8" (200 mm) inner dia. R.M. 360.00 2,110.80R.ft. 109.75 643.40




b) Class D

i) 1.25" (30 mm) inner dia. R.M. 90.00 232.95R.ft. 27.45 71.00

ii) 1.5" (40 mm) inner dia. R.M. 90.00 266.70R.ft. 27.45 81.30





27-20 27.1.6

a) Upto 1.5 cusecs (0.0425 cumec) discharge Job - 132,044.95

b) Above 1.5 cusecs (0.0425 cumec) capacity Job - 165,056.20

27-21 Cu.m. 1,286.25 8,913.20 27.1.4Cu.ft. 36.40 252.40

27-22 27.3.1.1

a) 3" (75 mm) inner dia. R.M. 72.00 2,550.60R.ft. 21.95 777.45

Providing and Installing uPVC blind pipe of approved make registeredwith PSQCA in tubewell bore hole and/or laying, cutting, jointing,testing and disinfecting uPVC pipe lines in trenches.

Testing and development of tubewell of size 6" (150 mm) inner dia. andabove continously

Shrouding with graded pea gravel 3/8" to 1/8" (10 mm to 3mm) aroundtubewell bore hole.

Providing, laying, cutting, jointing, testing and disinfecting C.I. pipe linein trenches with spigot and socket, chaulked lead or comet joints orflanged joints or tyton joints including cost of materials such as lead,comet and yarn. (Cost of specials and their installation not included).

27 - 7



Sr. No.

Labour Composite

Ref. Tech. Specs.


b) 4" (100 mm) inner dia. R.M. 72.00 3,603.30R.ft. 21.95 1,098.30

c) 6" (150 mm) inner dia. R.M. 108.00 5,616.00R.ft. 32.90 1,711.80

d) 8" (200 mm) inner dia. R.M. 180.00 8,442.00R.ft. 54.85 2,573.15

27-23 27.3.1.1

a) Light duty

i) 1/2" (15 mm) inner dia. R.M. 102.00 604.35R.ft. 31.10 184.20

ii) 3/4" (20 mm) inner dia. R.M. 102.00 770.10R.ft. 31.10 234.75


iv) 1.25" (30 mm) inner dia. R.M. 115.50 1,451.70R.ft. 35.20 442.50

v) 1.5" (40 mm) inner dia. R.M. 131.25 1,676.55R.ft. 40.00 511.00


vii) 2.5" (65 mm) inner dia. R.M. 162.00 3,507.60R.ft. 49.39 1,069.39


ix) 4" (100 mm) inner dia. R.M. 180.00 6,455.55R.ft. 54.85 1,967.70

b) Medium duty

i) 1/2" (15 mm) inner dia. R.M. 102.00 623.70R.ft. 31.10 190.10



iv) 1.25" (30 mm) inner dia. R.M. 115.50 1,418.75R.ft. 35.20 432.45

v) 1.5" (40 mm) inner dia. R.M. 131.25 1,640.00R.ft. 40.00 499.90


vii) 2.5" (65 mm) inner dia. R.M. 162.00 2,858.70R.ft. 49.40 871.35


Providing, laying, cutting, jointing, testing and disinfecting G.I. pipe lineIIL or equivalent of approved make registered with PSQCA includingthe cost of specials and cost of painting 2 coats with bitumen to pipesand specials after cleaning and wrapping tightly hessian cloth soakedin Mexphalt composition around pipes.

27 - 8



Sr. No.

Labour Composite

Ref. Tech. Specs.



x) 5" (125 mm) inner dia. R.M. 221.25 6,957.75R.ft. 67.45 2,120.75

xi) 6" (150 mm) inner dia. R.M. 221.25 8,175.85R.ft. 67.45 2,492.05

27-24 27.3.1.127.3.2

a) 1/2" (15 mm) inner dia. R.M. 360.00 881.70R.ft. 109.75 268.75

b) 3/4" (20 mm) inner dia. R.M. 360.00 1,032.25R.ft. 109.75 314.65


d) 1.25" (30 mm) inner dia. R.M. 360.00 1,663.25R.ft. 109.75 506.95

e) 1.5" (40 mm) inner dia. R.M. 360.00 1,868.75R.ft. 109.75 569.60


g) 2.5" (65 mm) inner dia. R.M. 360.00 3,056.70R.ft. 109.75 931.70

h) 3" (75 mm) inner dia. R.M. 360.00 3,835.75R.ft. 109.75 1,169.15

i) 4" (100 mm) inner dia. R.M. 360.00 5,351.55R.ft. 109.75 1,631.15

j) 5" (125 mm) inner dia. R.M. 360.00 7,096.50R.ft. 109.75 2,163.05

k) 6" (150 mm) inner dia. R.M. 360.00 8,314.60R.ft. 109.75 2,534.30

27-25 27.3.1.1

27.3.2

a) Class B working pressure


ii) 4" (100 mm) inner dia. R.M. 180.00 1,023.35R.ft. 54.85 311.90



v) 10" (250 mm) inner dia. R.M. 450.00 3,581.00R.ft. 137.15 1,091.50

Replacing burst/damaged G.I. pipe line with all excavation, cutting,providing new G.I. medium duty pipe, union, tees, bends, sockets,including threading etc. and painting with 2 coats of bitumen to pipesand specials after cleaning and wrapping tightly hessian cloth soakedin Maxphalt composition around pipes including cost of testing anddisinfecting (cost of pipes and all accessories included)

Providing, laying, cutting, jointing, testing and disinfecting cementconcrete pipe line in trenches including comet joint and rubber ring.

27 - 9



Sr. No.

Labour Composite

Ref. Tech. Specs.


vi) 12" (300 mm) inner dia. R.M. 450.00 4,424.35R.ft. 137.15 1,348.55


viii) 16" (400 mm) inner dia R.M. 630.00 7,113.55R.ft. 192.05 2,168.25




b) Class C working pressure












c) Class D working pressure




iv) 8" (200 mm) inner dia. R.M. 270.00 3,610.25R.ft. 82.30 1,100.40


27 - 10



Sr. No.

Labour Composite

Ref. Tech. Specs.







27-26 27.3.1.1

27.3.2a) 4" (100 mm) inner dia. R.M. 630.00 1,890.00

R.ft. 192.05 576.10


c) 8" (200 mm) inner dia. R.M. 810.00 3,330.00R.ft. 246.90 1,015.00

d) 10" (250 mm) inner dia. R.M. 810.00 3,960.00R.ft. 246.90 1,207.00

e) 12" (300 mm) inner dia. R.M. 1,170.00 5,580.00R.ft. 356.60 1,700.80

f) 16" (400 mm) inner dia R.M. 1,170.00 6,840.00R.ft. 356.60 2,084.85

g) 18" (450 mm) inner dia. R.M. 1,800.00 8,100.00R.ft. 548.65 2,468.90

h) 20" (500 mm) inner dia. R.M. 1,800.00 8,730.00R.ft. 548.65 2,660.95

i) 24" (600 mm) inner dia. R.M. 2,160.00 10,350.00R.ft. 658.40 3,154.70

27-27 27.3.127.3.2

a) Cast iron S.S. specials with spigot and socket joint

i) 3" to 6" (75 mm to 150 mm) dia. Kg. 72.00 195.75Lb. 32.65 88.80

ii) 8" to 12" (200 mm to 300 mm) inner dia. Kg. 54.00 177.75Lb. 24.50 80.65

iii) 15" to 18" (375 mm to 450 mm) inner dia. Kg. 36.00 159.75Lb. 16.35 72.45

b) Cast iron flanged specials with flanged joints



Providing, laying, cutting, jointing, testing and disinfecting Ductile ironpipe line in trenches including all fittings and accessories includingprotective coating.

Providing and fixing C.I. specials of class-B such as bends, tees, cross,collars, reducers, tail pieces, flanged spigot, caps, flanged sockets,tapers, angle, branch and plugs including turning threading, facing andfitting for C.I. pipe line.

27 - 11



Sr. No.

Labour Composite

Ref. Tech. Specs.



c) Cast iron specials with tyton joints




27-28 27.3.127.3.2

a) 3" to 6" (75 mm to 150 mm) dia. Kg. 90.00 213.75Lb. 40.80 96.95

b) 8" to 18" (200 mm to 450 mm) inner dia. Kg. 63.75 187.50Lb. 28.90 85.05

c) 20" to 24" (500 mm to 600 mm) inner dia. Kg. 45.75 169.50Lb. 20.75 76.90

27-29 27.3.1.2




d) 9" 225 mm inner dia. Each 311.25 22,197.75

e) 12" (300 mm) inner dia. Each 450.00 45,990.00

f) 15" (375 mm) inner dia. Each 450.00 52,263.00

g) 18" (450 mm) inner dia. Each 630.00 119,103.00

h) 21" (525 mm) inner dia. Each 630.00 152,130.00

i) 24" (600 mm) inner dia. Each 900.00 213,180.00

j) 27" (675 mm) inner dia. Each 900.00 273,600.00

k) 30" (750 mm) inner dia. Each 1,080.00 364,680.00

27-30 27.3.1.2




27-31 Each 423.75 858.51 27.3.1.4

Providing and fixing C.I. sluice valve of BSS quality and weight forasbestos cement pipe line with comet joint and rubber ring includingcost of Jointing material.

Providing and fixing fire hydrants standard pattern 3" (75mm) dia. inletand 2.5" (65mm) dia screw outlet. BSS quality and weight, cost ofJointing material is included.

Providing and fixing C.I. sluice valve of BSS quality and weight, ClassB, for C.I. pipe line and A.C. pipe line including cost of Jointingmaterial.

Providing and fixing C.I. special of BSS, Class-B such as bends, tees,cross, collar, reducers, tail pieces, flanged sockets, flanged spigots,caps, tapers, angle branch and plugs for asbestos cement pipe linewith comet joint and rubber ring.

27 - 12



Sr. No.

Labour Composite

Ref. Tech. Specs.


27-32 27.3.2.2

a) Single Each 900.00 6,573.24

b) Double Each 900.00 24,210.14

27-33 27.3.1.1

a) 3" to 6" (75 mm to 150 mm) dia. 183.00

b) 8" to 12" (200 mm to 300 mm) inner dia. 201.30

c) 15" to 18" (375 mm to 450 mm) inner dia. 221.43

27-34 Providing and installing uPVC bends of of approved make registeredwith PSQCA. 27.3.1.1

a) Class B



iii) 5" (125 mm) inner dia. Each 279.15 1,412.96

iv) 6" (150 mm) inner dia. Each 279.15 1,437.54


b) Class D








27-35 Providing and installing PVC tees of of approved make registered withPSQCA

27.2a) Class B


ii) 4" (100 mm) inner dia. Each 255.00 1,230.25

iii) 5" (125 mm) inner dia. Each 339.00 1,773.25






Per 1" dia. of pipe

Per 1" dia. of pipe

Per 1" dia. of pipe

Providing and fixing air valve 2.5" (65 mm) inner dia.of BSS quality andweight, cost of Jointing material is included.

Cutting C.I. pipe and welding spigot or socket flanged or tyton endincluding finishing ends of pipe.

27 - 13



Sr. No.

Labour Composite

Ref. Tech. Specs.


b) Class D








27-36 27.3

27.2a) Class B









b) Class D






vi) 5" (125 mm) inner dia. Each 286.50 883.30


27-37 27.3.1.1

a) Class B






b) Class D



Providing and installing uPVC bail or end plug of of approved makeregistered with PSQCA.

Providing and installing PVC tappered core of of approved makeregistered with PSQCA.

27 - 14



Sr. No.

Labour Composite

Ref. Tech. Specs.



27-38 27.3.1.1

a) 1.25" (30 mm) inner dia. Each 93.75 168.95

b) 1.5" (40 mm) inner dia. Each 93.75 191.40

c) 2" (50 mm) inner dia. Each 127.50 272.45

d) 3" (75 mm) inner dia. Each 127.50 342.80

e) 4" (100 mm) inner dia. Each 148.30 510.35

27-39 27.3.1.1

a) 1.25" (30 mm) inner dia. Each 106.50 181.00

b) 1.5" (40 mm) inner dia. Each 106.50 227.45

c) 2" (50 mm) inner dia. Each 127.50 339.00

d) 3" (75 mm) inner dia. Each 127.50 482.95

e) 4" (100 mm) inner dia. Each 159.00 664.45

27-40 Providing and installing PVC crosser of of approved make registeredwith PSQCA. 27.3.1.1

a) Class B









b) Class D








27-41 Add extra for respective payable item of ground floor 27.6a) For first floor 10.0%

Providing and installing PVC V socket of Class B or D of of approvedmake registered with PSQCA.

% Increase

Providing and installing PVC conduit of Class B or D of of approvedmake registered with PSQCA

27 - 15



Sr. No.

Labour Composite

Ref. Tech. Specs.



27-42 27.5

a) 15 mm RM 25.50 84.78Rft 7.77 25.85

b) 20 mm RM 25.50 84.78Rft 7.77 25.85

c) 25 mm RM 63.75 140.91Rft 19.44 42.96

d) 32 mm RM 63.75 168.91Rft 19.44 51.50

e) 40 mm RM 63.75 229.59Rft 19.44 70.00

f) 45 mm RM 63.75 284.19Rft 19.44 86.64

g) 50 mm RM 63.75 319.01Rft 19.44 97.26

h) 63 mm RM 63.75 319.01Rft 19.44 97.26

i) 75 mm RM 127.50 533.29Rft 38.87 162.59

j) 90 mm RM 127.50 699.07Rft 38.87 213.13

k) 110 mm RM 127.50 948.17Rft 38.87 289.08

l) 125 mm RM 127.50 1,346.67Rft 38.87 410.57

m) 140 mm RM 153.00 2,415.00Rft 46.65 736.28

n) 160 mm RM 127.50 1,685.10Rft 38.87 513.75

o) 180 mm RM 153.00 2,415.00Rft 46.65 736.28

p) 200 mm RM 153.00 2,712.87Rft 46.65 827.09

q) 225 mm RM 153.00 3,386.51Rft 46.65 1,032.47

r) 250 mm RM 191.25 4,169.25Rft 58.31 1,271.11

s) 280 mm RM 191.25 8,702.40Rft 58.31 2,653.17

t) 315 mm RM 191.25 10,965.96Rft 58.31 3,343.28

Providing, laying, cutting, jointing, testing and disinfecting HDPE pipes density 700-960 kg/cu.m and carbon black contants > 2% with DIN-8074, 8075 or PS-3580:1997(rev.) ISO 9001-2000 pressure classification of PE -100 (black) for water PN-10, complete in all respects with specials and valves etc. including all fittings, connnections and jointing material

% Increase

27 - 16



Sr. No.

Labour Composite

Ref. Tech. Specs.


u) 355 mm RM 255.00 14,040.53Rft 77.74 4,280.65

v) 400 mm RM 318.75 17,649.99Rft 97.18 5,381.09

w) 450 mm RM 318.75 21,981.74Rft 97.18 6,701.75

x) 500 mm RM 318.75 27,889.83Rft 97.18 8,503.00

y) 560 mm RM 382.50 36,024.60Rft 116.62 10,983.11

z) 630 mm RM 382.50 46,079.58Rft 116.62 14,048.65

za) 800 mm RM 382.50 63,562.50Rft 116.62 19,378.81

27-43 27.5

a) 15 mm RM 25.50 84.78Rft 7.77 25.85

b) (20mm) RM 25.50 91.39Rft 7.77 27.86

c) (25mm) RM 63.75 160.59Rft 19.44 48.96

d) (32mm) RM 63.75 225.33Rft 19.44 68.70

e) (40mm) RM 63.75 307.11Rft 19.44 93.63

f) 45 mm) RM 63.75 336.75Rft 19.44 102.67

g) (50mm) RM 63.75 440.66Rft 19.44 134.35

h) (63mm) RM 127.50 722.69Rft 38.87 220.33

i) (75mm) RM 127.50 957.73Rft 38.87 291.99

j) (90mm) RM 127.50 1,329.53Rft 38.87 405.34

k) (110mm) RM 127.50 1,905.42Rft 38.87 580.92

l) (125mm) RM 127.50 2,431.37Rft 38.87 741.27

m) (160mm) RM 153.00 3,914.43Rft 46.65 1,193.42

Providing, laying, cutting, jointing, testing and disinfecting HDPE pipes density 700-960 kg/cu.m and carbon black contants > 2% with DIN-8074, 8075 or PS-3580:1997 (rev.) ISO 9001-2000 pressure classification of PE -100 (black) for water PN-16, complete in all respects with specials and valves etc. (including all fittings)

27 - 17



Sr. No.

Labour Composite

Ref. Tech. Specs.


n) (180mm) RM 153.00 4,906.37Rft 46.65 1,495.84

o) (200mm) RM 153.00 6,057.10Rft 46.65 1,846.68

p) (225mm) RM 191.25 8,319.85Rft 58.31 2,536.54

q) (250mm) RM 191.25 9,458.20Rft 58.31 2,883.60

r) (280mm) RM 191.25 15,777.76Rft 58.31 4,810.29

s) (315mm) RM 255.00 20,262.31Rft 77.74 6,177.53

t) (350mm) RM 255.00 24,587.02Rft 77.74 7,496.04

u) (400mm) RM 255.00 31,493.39 Rft 77.74 9,601.64

v) 450 mm RM 318.75 38,486.29Rft 97.18 11,733.62

w) 500 mm RM 318.75 45,945.74Rft 97.18 14,007.85

x) 560 mm RM 382.50 63,913.94Rft 116.62 19,485.96

y) 630 mm RM 382.50 76,133.23Rft 116.62 23,211.35

z) 800 mm RM 382.50 94,801.50Rft 116.62 28,902.90

27-4427.6

a) 300 gallons capacity Each 1,200.00 19,948.80

b) 500 gallons capacity Each 1,200.00 30,230.40

c) 1000 gallons capacity Each 1,200.00 62,688.00

d) 1200 gallons capacity Each 1,200.00 73,272.00

e) 1500 gallons capacity Each 1,200.00 81,840.00

f) 1800 gallons capacity Each 1,800.00 98,568.00

g) 2500 gallons capacity Each 2,400.00 134,700.00

27-45-1 Cleaning of overhead water tank Cu.m. 19.25 19.80Cu.ft. 0.55 0.55

27-46-1 Each 1,080.00 53,580.00

27-47 a) 27.5

Providing and fixing LDPE overhead tank manufactured by Dura orequivalent on top of any floor

Supply and fixing 1/8" thick galvanized iron sheet water tank ofapproved design and size including covering and locking arrangmentand erection and positioning excluding the cost of pillars and painting

Providing, laying, cutting, jointing, testing and disinfecting PPRC pipes confirming to ISO 4427, PN-20, complete in all respects with specials and valves etc. including all fittings, connnections and jointing material

27 - 18



Sr. No.

Labour Composite

Ref. Tech. Specs.


i) (15mm) RM 10.20 74.25Rft 3.11 22.64

ii) (20mm) RM 10.20 99.05Rft 3.11 30.20

iii) (25mm) RM 10.20 163.55Rft 3.11 49.86

iv) (32mm) RM 10.20 183.55Rft 3.11 55.96

v) (40mm) RM 10.20 262.34Rft 3.11 79.98

vi) (50mm) RM 63.75 377.91Rft 19.44 115.22

vii) (63mm) RM 127.50 630.06Rft 38.87 192.09

viii) (75mm) RM 127.50 581.77Rft 38.87 177.37

ix) (90mm) RM 127.50 830.87Rft 38.87 253.31

x) (110mm) RM 127.50 1,232.37Rft 38.87 375.72

27-48 Supplying uPVC blind pipe IIL, Dadex or equivalent make registered with PSQCA.

27.1.3

a) Class Bi) 3" (75 mm) inner dia. R.M. 416.90

R.ft. 127.07

ii) 4" (100 mm) inner dia. R.M. 633.30R.ft. 193.03

iii) 5" (125 mm) inner dia. R.M. 886.85R.ft. 270.32

iv) 6" (150 mm) inner dia. R.M. 1,242.20R.ft. 378.63

v) 8" (200 mm) inner dia. R.M. 1,896.70R.ft. 578.12

vi) 10" (250 mm) inner dia. R.M. 3,062.55R.ft. 933.48

vii) 12" (300 mm) inner dia. R.M. 4,252.75R.ft. 1,296.25

viii) 14" (350 mm) inner dia. R.M. 5,394.15R.ft. 1,644.16

ix) 16" (400 mm) inner dia. R.M. 7,238.90R.ft. 2,206.44

x) 18" (450 mm) inner dia. R.M. 11,345.25R.ft. 3,458.07

xi) 20" (500 mm) inner dia. R.M. 14,268.80R.ft. 4,349.18

27 - 19



Sr. No.

Labour Composite

Ref. Tech. Specs.


xii) 22" (550 mm) inner dia. R.M. 18,097.25R.ft. 5,516.11

xiii) 24" (600 mm) inner dia. R.M. 22,273.60R.ft. 6,789.08

b) Class Ci) 3" (75 mm) inner dia. R.M. 501.15

R.ft. 152.75


iii) 5" (125 mm) inner dia. R.M. 1,238.95R.ft. 377.64



vi) 10" (250 mm) inner dia. R.M. 4,454.30R.ft. 1,357.69








c) Class Di) 3" (75 mm) inner dia. R.M. 435.05

R.ft. 132.60







27 - 20



Sr. No.

Labour Composite

Ref. Tech. Specs.








d) Class Ei) 3" (75 mm) inner dia. R.M. 800.45

R.ft. 243.98

ii) 4" (100 mm) inner dia. R.M. 1,305.10R.ft. 397.80



v) 8" (200 mm) inner dia. R.M. 4,287.70R.ft. 1,306.91









27-49 Installing uPVC blind pipe IIL, Dadex or equivalent make registered with PSQCA in tubewell bore hole and/or laying, cutting, jointing and testing uPVC pipe lines in trenches.

a) Class Bi) 3" (75 mm) inner dia. R.M. 36.00 36.00

R.ft. 10.97 10.97

27 - 21



Sr. No.

Labour Composite

Ref. Tech. Specs.






vi) 10" (250 mm) inner dia. R.M. 72.00 72.00R.ft. 21.95 21.95

vii) 12" (300 mm) inner dia. R.M. 72.00 72.00R.ft. 21.95 21.95

viii) 14" (350 mm) inner dia. R.M. 72.00 72.00R.ft. 21.95 21.95

ix) 16" (400 mm) inner dia. R.M. 108.00 108.00R.ft. 32.92 32.92

x) 18" (450 mm) inner dia. R.M. 108.00 108.00R.ft. 32.92 32.92

xi) 20" (500 mm) inner dia. R.M. 108.00 108.00R.ft. 32.92 32.92

xii) 22" (550 mm) inner dia. R.M. 180.00 180.00R.ft. 54.86 54.86

xiii) 24" (600 mm) inner dia. R.M. 180.00 180.00R.ft. 54.86 54.86

b) Class Ci) 3" (75 mm) inner dia. R.M. 36.00 36.00

R.ft. 10.97 10.97










27 - 22



Sr. No.

Labour Composite

Ref. Tech. Specs.





c) Class Di) 3" (75 mm) inner dia. R.M. 36.00 36.00

R.ft. 10.97 10.97













d) Class Ei) 3" (75 mm) inner dia. R.M. 36.00 36.00

R.ft. 10.98 10.97






27 - 23



Sr. No.

Labour Composite

Ref. Tech. Specs.









27-50 Supplying HDPE pipes density 700-960 kg/cu.m and carbon black contants > 2% with DIN-8074, 8075 or PS-3580:1997(rev.) ISO 9001-2000 pressure classification of PE -100 (black) for water PN-16 including specials and valves.

27.5

a) 15 mm RM 49.40Rft 15.06

b) 20 mm RM 54.90Rft 16.73

c) 25 mm RM 80.70Rft 24.60

d) 32 mm RM 134.65Rft 41.04

e) 40 mm RM 202.80Rft 61.81

f) 45 mm RM 227.50Rft 69.34

g) 50 mm RM 314.10Rft 95.74

h) 63 mm RM 496.00Rft 151.18

i) 75 mm RM 691.85Rft 210.88

j) 90 mm RM 1,001.70Rft 305.32

k) 110 mm RM 1,481.60Rft 451.60

l) 125 mm RM 1,919.90Rft 585.19

m) 140 mm RM 2,535.00Rft 772.68

27 - 24



Sr. No.

Labour Composite

Ref. Tech. Specs.


n) 160 mm RM 3,134.50Rft 955.41

o) 180 mm RM 3,961.15Rft 1,207.37

p) 200 mm RM 4,888.20Rft 1,489.94

q) 225 mm RM 6,773.85Rft 2,064.69

r) 250 mm RM 7,722.45Rft 2,353.83

s) 280 mm RM 12,935.65Rft 3,942.83

t) 315 mm RM 16,672.75Rft 5,081.92

u) 355 mm RM 20,276.70Rft 6,180.41

v) 400 mm RM 25,978.85Rft 7,918.45

w) 450 mm RM 31,806.30Rft 9,694.68

x) 500 mm RM 38,022.50Rft 11,589.40

y) 560 mm RM 52,942.85Rft 16,137.18

z) 630 mm RM 63,125.60Rft 19,240.92

za) 800 mm RM 78,682.50Rft 23,982.72

27-51 laying, cutting, jointing, testing and disinfecting HDPE pipes density 700-960 kg/cu.m and carbon black contants > 2% with DIN-8074, 8075 or PS-3580:1997(rev.) ISO 9001-2000 pressure classification of PE -100 (black) for water PN-16, complete in all respects with specials and valves etc. including all fittings, connnections and jointing material

a) 15 mm RM 25.50 25.50Rft 7.77 7.77

b) 20 mm RM 25.50 25.50Rft 7.77 7.77

c) 25 mm RM 63.75 63.75Rft 19.44 19.44

d) 32 mm RM 63.75 63.75Rft 19.44 19.44

e) 40 mm RM 63.75 63.75Rft 19.44 19.44

27 - 25



Sr. No.

Labour Composite

Ref. Tech. Specs.


f) 45 mm RM 63.75 63.75Rft 19.44 19.44

g) 50 mm RM 63.75 63.75Rft 19.44 19.44

h) 63 mm RM 63.75 63.75Rft 19.44 19.44

i) 75 mm RM 127.50 127.50Rft 38.87 38.87

j) 90 mm RM 127.50 127.50Rft 38.87 38.87

k) 110 mm RM 127.50 127.50Rft 38.87 38.87

l) 125 mm RM 127.50 127.50Rft 38.87 38.87

m) 140 mm RM 153.00 153.00Rft 46.65 46.65

n) 160 mm RM 153.00 153.00Rft 46.65 46.65

o) 180 mm RM 153.00 153.00Rft 46.65 46.65

p) 200 mm RM 153.00 153.00Rft 46.65 46.65

q) 225 mm RM 153.00 153.00Rft 46.65 46.65

r) 250 mm RM 191.25 191.25Rft 58.31 58.31

s) 280 mm RM 191.25 191.25Rft 58.31 58.31

t) 315 mm RM 191.25 191.25Rft 58.31 58.31

u) 355 mm RM 255.00 255.00Rft 77.74 77.74

v) 400 mm RM 318.75 318.75Rft 97.18 97.18

w) 450 mm RM 318.75 318.75Rft 97.18 97.18

x) 500 mm RM 318.75 318.75Rft 97.18 97.18

y) 560 mm RM 382.50 382.50Rft 116.62 116.62

z) 630 mm RM 382.50 382.50Rft 116.62 116.62

za) 800 mm RM 382.50 382.50Rft 116.62 116.62

27 - 26



Sr. No.

Labour Composite

Ref. Tech. Specs.



27.5

a) 20 mm RM 49.40Rft 15.06

b) 25 mm RM 67.40Rft 20.54

c) 32 mm RM 108.90Rft 33.19

d) 40 mm RM 167.25Rft 50.98

e) 45 mm RM 167.25Rft 50.98

f) 50 mm RM 257.70Rft 78.55

g) 63 mm RM 409.85Rft 124.92

h) 75 mm RM 579.30Rft 176.57

i) 90 mm RM 830.10Rft 253.02

j) 110 mm RM 1,228.45Rft 374.44

k) 125 mm RM 1,580.00Rft 481.59

l) 140 mm RM 2,145.00Rft 653.80

m) 160 mm RM 2,603.05Rft 793.42

n) 180 mm RM 3,309.60Rft 1,008.78

o) 200 mm RM 4,076.15Rft 1,242.43

p) 225 mm RM 5,616.35Rft 1,711.88

q) 250 mm RM 6,347.20Rft 1,934.65

r) 280 mm RM 10,330.75Rft 3,148.85

s) 315 mm RM 13,934.65Rft 4,247.33

t) 355 mm RM 16,280.55Rft 4,962.37

u) 400 mm RM 21,519.95Rft 6,559.36

27 - 27



Sr. No.

Labour Composite

Ref. Tech. Specs.


v) 450 mm RM 27,232.90Rft 8,300.69

w) 500 mm RM 33,289.30Rft 10,146.70

x) 560 mm RM 42,018.85Rft 12,807.50

y) 630 mm RM 52,969.80Rft 16,145.39

z) 800 mm RM 66,950.00Rft 20,406.61


a) 15 mm RM 25.50 25.50Rft 7.77 7.77

b) 20 mm RM 25.50 25.50Rft 7.77 7.77

c) 25 mm RM 63.75 63.75Rft 19.44 19.44

d) 32 mm RM 63.75 63.75Rft 19.44 19.44

e) 40 mm RM 63.75 63.75Rft 19.44 19.44

f) 45 mm RM 63.75 63.75Rft 19.44 19.44

g) 50 mm RM 63.75 63.75Rft 19.44 19.44

h) 63 mm RM 63.75 63.75Rft 19.44 19.44

i) 75 mm RM 127.50 127.50Rft 38.87 38.87

j) 90 mm RM 127.50 127.50Rft 38.87 38.87

k) 110 mm RM 127.50 127.50Rft 38.87 38.87

l) 125 mm RM 127.50 127.50Rft 38.87 38.87

m) 140 mm RM 153.00 153.00Rft 46.65 46.65

n) 160 mm RM 127.50 127.50Rft 38.87 38.87

27 - 28



Sr. No.

Labour Composite

Ref. Tech. Specs.


o) 180 mm RM 153.00 153.00Rft 46.65 46.65

p) 200 mm RM 153.00 153.00Rft 46.65 46.65

q) 225 mm RM 153.00 153.00Rft 46.65 46.65

r) 250 mm RM 191.25 191.25Rft 58.31 58.31

s) 280 mm RM 191.25 191.25Rft 58.31 58.31

t) 315 mm RM 191.25 191.25Rft 58.31 58.31

u) 355 mm RM 255.00 255.00Rft 77.74 77.74

v) 400 mm RM 318.75 318.75Rft 97.18 97.18

w) 450 mm RM 318.75 318.75Rft 97.18 97.18

x) 500 mm RM 318.75 318.75Rft 97.18 97.18

y) 560 mm RM 382.50 382.50Rft 116.62 116.62

z) 630 mm RM 382.50 382.50Rft 116.62 116.62

za) 800 mm RM 382.50 382.50Rft 116.62 116.62


27.5

a) 20 mm RM 52.30Rft 21.48

b) 25 mm RM 67.40Rft 34.53

c) 32 mm RM 108.90Rft 42.08

d) 40 mm RM 167.25Rft 58.45

e) 45 mm RM 240.01Rft 73.17

f) 50 mm RM 257.70Rft 82.56

g) 63 mm RM 409.85Rft 82.56

27 - 29



Sr. No.

Labour Composite

Ref. Tech. Specs.


h) 75 mm RM 579.30Rft 136.88

i) 90 mm RM 830.10Rft 181.59

j) 110 mm RM 1,228.45Rft 248.77

k) 125 mm RM 1,580.00Rft 356.25

l) 140 mm RM 2,145.00Rft 642.99

m) 160 mm RM 2,603.05Rft 447.52

n) 180 mm RM 3,309.60Rft 642.99

o) 200 mm RM 4,076.15Rft 723.32

p) 225 mm RM 5,616.35Rft 905.00

q) 250 mm RM 10,330.75Rft 1,114.02

r) 280 mm RM 10,330.75Rft 2,333.14

s) 315 mm RM 13,934.65Rft 2,943.62

t) 355 mm RM 12,374.89Rft 3,772.83

u) 400 mm RM 15,556.48Rft 4,742.83

v) 450 mm RM 19,388.41Rft 5,911.10

w) 500 mm RM 24,614.80Rft 7,504.51

x) 560 mm RM 31,799.55Rft 9,694.98

y) 630 mm RM 40,694.34Rft 12,406.81

z) 800 mm RM 56,160.00Rft 17,121.95


27 - 30



Sr. No.

Labour Composite

Ref. Tech. Specs.


a) 15 mm RM 25.50 25.50Rft 7.77 7.77

b) 20 mm RM 25.50 25.50Rft 7.77 7.77

c) 25 mm RM 63.75 63.75Rft 19.44 19.44

d) 32 mm RM 63.75 63.75Rft 19.44 19.44

e) 40 mm RM 63.75 63.75Rft 19.44 19.44

f) 45 mm RM 63.75 63.75Rft 19.44 19.44

g) 50 mm RM 63.75 63.75Rft 19.44 19.44

h) 63 mm RM 63.75 63.75Rft 19.44 19.44

i) 75 mm RM 127.50 127.50Rft 38.87 38.87

j) 90 mm RM 127.50 127.50Rft 38.87 38.87

k) 110 mm RM 127.50 127.50Rft 38.87 38.87

l) 125 mm RM 127.50 127.50Rft 38.87 38.87

m) 140 mm RM 153.00 153.00Rft 46.65 46.65

n) 160 mm RM 127.50 127.50Rft 38.87 38.87

o) 180 mm RM 153.00 153.00Rft 46.65 46.65

p) 200 mm RM 153.00 153.00Rft 46.65 46.65

q) 225 mm RM 153.00 153.00Rft 46.65 46.65

r) 250 mm RM 191.25 191.25Rft 58.31 58.31

s) 280 mm RM 191.25 191.25Rft 58.31 58.31

t) 315 mm RM 191.25 191.25Rft 58.31 58.31

u) 355 mm RM 255.00 255.00Rft 77.74 77.74

v) 400 mm RM 318.75 318.75Rft 97.18 97.18

w) 450 mm RM 318.75 318.75Rft 97.18 97.18

27 - 31



Sr. No.

Labour Composite

Ref. Tech. Specs.


x) 500 mm RM 318.75 318.75Rft 97.18 97.18

y) 560 mm RM 382.50 382.50Rft 116.62 116.62

z) 630 mm RM 382.50 382.50Rft 116.62 116.62

za) 800 mm RM 382.50 382.50Rft 116.62 116.62


27.5

a) 20 mm RM 49.40Rft 21.48

b) 25 mm RM 58.50Rft 34.53

c) 32 mm RM 80.60Rft 42.08

d) 40 mm RM 114.95Rft 58.45

e) 45 mm RM 156.00Rft 58.45

f) 50 mm RM 181.25Rft 73.17

g) 63 mm RM 275.60Rft 82.56

h) 75 mm RM 400.25Rft 82.56

i) 90 mm RM 572.95Rft 136.88

j) 110 mm RM 829.25Rft 181.59

k) 125 mm RM 1,066.10Rft 248.77

l) 140 mm RM 1,365.00Rft 356.25

m) 160 mm RM 1,747.10Rft 642.99

n) 180 mm RM 2,198.50Rft 447.52

o) 200 mm RM 2,718.90Rft 642.99

27 - 32



Sr. No.

Labour Composite

Ref. Tech. Specs.


p) 225 mm RM 3,547.30Rft 723.32

q) 250 mm RM 4,215.50Rft 905.00

r) 280 mm RM 5,777.75Rft 1,114.02

s) 315 mm RM 7,285.00Rft 2,333.14

t) 355 mm RM 9,308.60Rft 2,943.62

u) 400 mm RM 11,689.85Rft 4,742.83

v) 450 mm RM 14,784.25Rft 5,911.10

w) 500 mm RM 18,669.15Rft 7,504.51

x) 560 mm RM 24,234.00Rft 9,694.98

y) 630 mm RM 31,448.90Rft 12,406.81

z) 800 mm RM 42,250.00Rft 17,121.95


a) 15 mm RM 25.50 25.50Rft 7.77 7.77

b) 20 mm RM 25.50 25.50Rft 7.77 7.77

c) 25 mm RM 63.75 63.75Rft 19.44 19.44

d) 32 mm RM 63.75 63.75Rft 19.44 19.44

e) 40 mm RM 63.75 63.75Rft 19.44 19.44

f) 45 mm RM 63.75 63.75Rft 19.44 19.44

g) 50 mm RM 63.75 63.75Rft 19.44 19.44

h) 63 mm RM 63.75 63.75Rft 19.44 19.44

27 - 33



Sr. No.

Labour Composite

Ref. Tech. Specs.


i) 75 mm RM 127.50 127.50Rft 38.87 38.87

j) 90 mm RM 127.50 127.50Rft 38.87 38.87

k) 110 mm RM 127.50 127.50Rft 38.87 38.87

l) 125 mm RM 127.50 127.50Rft 38.87 38.87

m) 140 mm RM 153.00 153.00Rft 46.65 46.65

n) 160 mm RM 127.50 127.50Rft 38.87 38.87

o) 180 mm RM 153.00 153.00Rft 46.65 46.65

p) 200 mm RM 153.00 153.00Rft 46.65 46.65

q) 225 mm RM 153.00 153.00Rft 46.65 46.65

r) 250 mm RM 191.25 191.25Rft 58.31 58.31

s) 280 mm RM 191.25 191.25Rft 58.31 58.31

t) 315 mm RM 191.25 191.25Rft 58.31 58.31

u) 355 mm RM 255.00 255.00Rft 77.74 77.74

v) 400 mm RM 318.75 318.75Rft 97.18 97.18

w) 450 mm RM 318.75 318.75Rft 97.18 97.18

x) 500 mm RM 318.75 318.75Rft 97.18 97.18

y) 560 mm RM 382.50 382.50Rft 116.62 116.62

z) 630 mm RM 382.50 382.50Rft 116.62 116.62

za) 800 mm RM 382.50 382.50Rft 116.62 116.62


27.5

a) 25 mm RM 51.30Rft 34.53

b) 32 mm RM 65.50Rft 42.08

27 - 34



Sr. No.

Labour Composite

Ref. Tech. Specs.


c) 40 mm RM 81.90Rft 58.45

d) 45 mm RM 102.65Rft 68.00

e) 50 mm RM 131.05Rft 73.17

f) 63 mm RM 181.25Rft 82.56

g) 75 mm RM 235.85Rft 82.56

h) 90 mm RM 358.20Rft 136.88

i) 110 mm RM 552.55Rft 181.59

j) 125 mm RM 756.75Rft 248.77


a) 20 mm RM 25.50 25.50Rft 7.77 7.77

b) 25 mm RM 63.75 63.75Rft 19.44 19.44

c) 32 mm RM 63.75 63.75Rft 19.44 19.44

d) 40 mm RM 63.75 63.75Rft 19.44 19.44

e) 45 mm RM 63.75 63.75Rft 19.44 19.44

f) 50 mm RM 63.75 63.75Rft 19.44 19.44

g) 63 mm RM 63.75 63.75Rft 19.44 19.44

h) 75 mm RM 127.50 127.50Rft 38.87 38.87

i) 90 mm RM 127.50 127.50Rft 38.87 38.87

j) 110 mm RM 127.50 127.50Rft 38.87 38.87

27 - 35



Sr. No.

Labour Composite

Ref. Tech. Specs.


27-60 27.3.1.1

a) Light dutyi) 1/2" (15 mm) inner dia. R.M. 604.35

R.ft. 184.20

ii) 3/4" (20 mm) inner dia. R.M. 770.10R.ft. 234.75


iv) 1.25" (30 mm) inner dia. R.M. 1,451.70R.ft. 442.50

v) 1.5" (40 mm) inner dia. R.M. 1,676.55R.ft. 511.00


vii) 2.5" (65 mm) inner dia. R.M. 3,507.60R.ft. 1,069.39

viii) 3" (75 mm) inner dia. R.M. 5,262.00

R.ft. 1,603.90


b) Medium dutyi) 1/2" (15 mm) inner dia. R.M. 623.70

R.ft. 190.10

ii) 3/4" (20 mm) inner dia. R.M. 774.25R.ft. 236.00


iv) 1.25" (30 mm) inner dia. R.M. 1,418.75R.ft. 432.45

v) 1.5" (40 mm) inner dia. R.M. 1,640.00R.ft. 499.90


vii) 2.5" (65 mm) inner dia. R.M. 2,858.70R.ft. 871.35

viii) 3" (75 mm) inner dia. R.M. 3,637.75

R.ft. 1,108.80




Supplying G.I. pipe IIL or equivalent make registered with PSQCAincluding the cost of specials and cost of bitumen for 2 coats andspecials.

27 - 36



Sr. No.

Labour Composite

Ref. Tech. Specs.


27-61 27.3.1.1

a) Light dutyi) 1/2" (15 mm) inner dia. R.M. 102.00 102.00

R.ft. 31.10 31.10



iv) 1.25" (30 mm) inner dia. R.M. 115.50 115.50R.ft. 35.20 35.20

v) 1.5" (40 mm) inner dia. R.M. 131.25 131.25R.ft. 40.00 40.00


vii) 2.5" (65 mm) inner dia. R.M. 162.00 162.00R.ft. 49.39 49.39

viii) 3" (75 mm) inner dia. R.M. 162.00 162.00

R.ft. 49.40 49.40


b) Medium dutyi) 1/2" (15 mm) inner dia. R.M. 102.00 102.00

R.ft. 31.10 31.10



iv) 1.25" (30 mm) inner dia. R.M. 115.50 115.50R.ft. 35.20 35.20

v) 1.5" (40 mm) inner dia. R.M. 131.25 131.25R.ft. 40.00 40.00


vii) 2.5" (65 mm) inner dia. R.M. 162.00 162.00R.ft. 49.40 49.40

viii) 3" (75 mm) inner dia. R.M. 162.00 162.00

R.ft. 49.40 49.40




laying, cutting, jointing, testing and disinfecting G.I. pipe line IIL orequivalent make registered with PSQCA including cost of painting 2coats with bitumen to pipes and specials after cleaning and wrappingtightly hessian cloth soaked in Mexphalt composition around pipes.

27 - 37



Sr. No.

Labour Composite

Ref. Tech. Specs.


27-62 27.1.3

a) 2" (50 mm) dia. and 1/8" (3 mm) wall thickness R.M. 1,136.95R.ft. 346.55

b) 3" (75 mm) dia. and 1/8" (3 mm) wall thickness R.M. 1,633.90R.ft. 498.00

c) 4" (100 mm) dia. and 1/8" (3 mm) wall thickness R.M. 2,168.50R.ft. 660.95

d) 5" (125 mm) dia. and 3/16" (5 mm) wall thickness R.M. 4,321.90R.ft. 1,317.35

e) 6" (150 mm) dia. and 3/16" (5 mm) wall thickness R.M. 5,104.95R.ft. 1,556.00

f) 7" (175 mm) dia. and 3/16" (5 mm) wall thickness R.M. 5,955.80R.ft. 1,815.35

g) 8" (200 mm) dia. and 3/16" (5 mm) wall thickness R.M. 7,386.40R.ft. 2,251.40

h) 9" (225 mm) dia. and 3/16" (5 mm) wall thickness R.M. 8,478.15R.ft. 2,584.15

i) 10" (250 mm) dia. and 1/4" (6 mm) wall thickness R.M. 11,121.00R.ft. 3,389.70

j) 12" (300 mm) dia. and 1/4" (6 mm) wall thickness R.M. 16,353.95R.ft. 4,984.75

k) 15" (375 mm) dia. and 1/4" (6 mm) wall thickness R.M. 20,329.50R.ft. 6,196.50

l) 18" (450 mm) dia. and 1/4" (6 mm) wall thickness R.M. 22,588.30R.ft. 6,885.00

27-63 27.1.3

a) 2" (50 mm) dia. and 1/8" (3 mm) wall thickness R.M. 147.00 147.00R.ft. 44.80 44.80

b) 3" (75 mm) dia. and 1/8" (3 mm) wall thickness R.M. 147.00 147.00R.ft. 44.80 44.80

c) 4" (100 mm) dia. and 1/8" (3 mm) wall thickness R.M. 147.00 147.00R.ft. 44.80 44.80

d) 5" (125 mm) dia. and 3/16" (5 mm) wall thickness R.M. 147.00 147.00R.ft. 44.80 44.80

e) 6" (150 mm) dia. and 3/16" (5 mm) wall thickness R.M. 147.00 147.00R.ft. 44.80 44.80

f) 7" (175 mm) dia. and 3/16" (5 mm) wall thickness R.M. 147.00 147.00R.ft. 44.80 44.80

g) 8" (200 mm) dia. and 3/16" (5 mm) wall thickness R.M. 147.00 147.00R.ft. 44.80 44.80

h) 9" (225 mm) dia. and 3/16" (5 mm) wall thickness R.M. 147.00 147.00R.ft. 44.80 44.80

Supplying MS strainer in tubewell bore hole including specials, socketsand studs of the nominal inner diameter.

Installing MS strainer in tubewell bore hole including specials, socketsand studs of the nominal inner diameter.

27 - 38



Sr. No.

Labour Composite

Ref. Tech. Specs.


i) 10" (250 mm) dia. and 1/4" (6 mm) wall thickness R.M. 147.00 147.00R.ft. 44.80 44.80

j) 12" (300 mm) dia. and 1/4" (6 mm) wall thickness R.M. 147.00 147.00R.ft. 44.80 44.80

k) 15" (375 mm) dia. and 1/4" (6 mm) wall thickness R.M. 147.00 147.00R.ft. 44.80 44.80

l) 18" (450 mm) dia. and 1/4" (6 mm) wall thickness R.M. 147.00 147.00R.ft. 44.80 44.80

27-64

a) Centrifugal Pump with capacity 40 upto 200 gpm (2"x1.5") Nos. 405.00 143,931.60

b) Centrifugal Pump with capacity 50 upto 160 gpm (2.5"x2") Nos. 405.00 153,026.30

c) Centrifugal Pump with capacity 65 upto 200 gpm (3"x2.5") Nos. 405.00 163,398.60

d) Centrifugal Pump with capacity 32 upto 160 gpm Nos. 405.00 143,559.90

e) Centrifugal Pump with capacity 40 upto 250 gpm Nos. 810.00 191,856.25

f) Centrifugal Pump with capacity 50 upto 200 gpm Nos. 810.00 162,377.30

g) Centrifugal Pump with capacity 80 upto 200 gpm Nos. 810.00 199,118.90

27-65

a) Electric Motor, I Hp Nos. 180.00 17,382.80

b) Electric Motor, 2 Hp Nos. 180.00 26,468.65

c) Electric Motor, 3 Hp Nos. 180.00 41,981.75

d) Electric Motor, 5.5 Hp Nos. 360.00 55,725.65

e) Electric Motor, 7.5 Hp Nos. 870.00 78,792.20

f) Electric Motor, 10 Hp Nos. 1,230.00 101,691.05

g) Electric Motor, 20 Hp Nos. 1,740.00 141,690.70

h) Electric Motor, 20 Hp Nos. 2,460.00 184,630.80

i) Electric Motor, 30 Hp Nos. 3,690.00 244,449.55

j) Electric Motor, 40 Hp Nos. 3,690.00 266,400.00

27-66

a) Mono Block PumpSet, 4HP Nos. 360.00 47,999.35

b) Mono Block PumpSet, 5HP Nos. 360.00 53,954.10

c) Mono Block PumpSet, 7.5HP Nos. 615.00 74,307.35

Providing and fixing at Site Centrifugal Pump of KSB, Grandfos or approved equivalent (similar specifications), complete in all respects including all taxes.

Providing and fixing at Site Electric Motor of KSB, Grandfos, Siemens or approved equivalent (similar specifications), complete in all respects including all taxes.

Providing and fixing at Site Mono Block PumpSet of Meco or approved equivalent (similar specifications), complete in all respects including all taxes.

27 - 39



Sr. No.

Labour Composite

Ref. Tech. Specs.


d) Mono Block PumpSet, 10HP Nos. 720.00 99,148.70

e) Mono Block PumpSet, 15HP Nos. 1,080.00 126,165.25

27-67 Providing and fixing at Site of Submersible Pumpset of KSB, Alarko, Grandfos or approved equivalent (similar specifications), complete in all respects including all taxes.

a) Submersible PumpSet, 4HP Nos. 1,320.00 301,091.65

b) Submersible PumpSet, 5HP Nos. 1,320.00 360,365.80

c) Submersible PumpSet, 7.5HP Nos. 1,320.00 424,615.75

d) Submersible PumpSet, 10HP Nos. 2,640.00 490,665.70

e) Submersible PumpSet, 12.5HP Nos. 2,640.00 527,576.15

f) Submersible PumpSet, 15HP Nos. 2,640.00 589,776.05

g) Submersible PumpSet, 17.5HP Nos. 2,640.00 648,834.80

h) Submersible PumpSet, 20HP Nos. 2,640.00 731,481.95

27-68 Providing and fixing at Site Motor Control Panel of Golden,SM Power/SCS or approved equivalent (similar specifications), complete in all respects including all taxes.

a) Motor Control Panel, 3HP Nos. 720.00 4,279.50

b) Motor Control Panel, 5.5HP Nos. 720.00 4,279.50

c) Motor Control Panel, 10HP Nos. 720.00 5,210.65

d) Motor Control Panel, 15HP Nos. 720.00 20,124.00

e) Motor Control Panel, 20HP Nos. 720.00 27,248.05

f) Motor Control Panel, 25HP Nos. 720.00 28,855.80

g) Motor Control Panel, 30HP Nos. 720.00 38,003.40

27-69 Providing and fixing at Site Diesel Engineer of Chief, KAM or approved equivalent (similar specifications), complete in all respects including all taxes.

a) Diesel Engine, 6 HP Nos. 360.00 72,360.00

b) Diesel Engine, 8 HP Nos. 1,230.00 91,230.00

c) Diesel Engine, 10 HP Nos. 1,230.00 109,230.00

d) Diesel Engine, 16 HP Nos. 1,650.00 181,650.00

e) Diesel Engine, 20 HP Nos. 2,460.00 272,460.00

f) Diesel Engine, 25HP Nos. 4,320.00 364,320.00

g) Diesel Engine, 30HP Nos. 7,380.00 487,380.00

h) Diesel Engine, 32HP Nos. 8,640.00 548,640.00

i) Diesel Engine, 36HP Nos. 8,640.00 668,640.00

27 - 40



Sr. No.

Labour Composite

Ref. Tech. Specs.


j) Extra of Self Start Accessories with Battery (125 Amper ) Nos. 180.00 23,364.00

k) Extra of Base Plate and Coupling for Diesel Engine including Belts and Brackets Nos.

360.00 18,504.00

27-70 Providing and fixing at Site of Submersible Pumpset of KSB, Alarko, Grandfos or approved equivalent (similar specifications), complete in all respects including all taxes.

a) Minimium Flow rate of 40 m3/h, Head of 90 m and Setting Depth of 60 m, 9 Stages + 25HP / 2P Motor

Nos. 1,320.00 2,701,320.00

b) Minimium Flow rate of 40 m3/h, Head of 107 m and Setting Depth of 60 m, 10 Stages + 30HP / 2P Motor

Nos. 1,320.00 2,821,320.00

c) Minimium Flow rate of 85 m3/h, Head of 97 m and Setting Depth of 60 m, 6 Stages + 50 HP / 2P Motor

Nos. 1,320.00 3,181,320.00

27-71 Providing and fixing at Site Deep Well Turbine Pump Flanged Type of KSB, Grandfos or approved equivalent (similar specifications), complete in all respects including all taxes.

a) Minimium Flow rate of 50 m3/h, Head of 46 m and Setting Depth of 18 m, 8 Stages + 15HP / 4P Motor

Nos. 1,320.00 3,001,320.00

b) Minimium Flow rate of 70 m3/h, Head of 46 m and Setting Depth of 18 m, 10 Stages + 20HP / 4P Motor

Nos. 1,320.00 3,481,320.00

c) Minimium Flow rate of 110 m3/h, Head of 47 m and Setting Depth of 18 m, 5 Stages + 30 HP / 4P Motor

Nos. 1,320.00 3,001,320.00

d) Minimium Flow rate of 75 m3/h, Head of 61 m and Setting Depth of 46 m, 14 Stages + 30 HP / 4P Motor

Nos. 1,320.00 5,641,320.00

e) Minimium Flow rate of 220 m3/h, Head of 50 m and Setting Depth of 46 m, 4 Stages + 60 HP / 4P Motor

Nos. 1,320.00 6,001,320.00

27-72 Providing and fixing at Site Starter Switch of KSB, Grandfos or approved equivalent (similar specifications), complete in all respects including all taxes.

a) For 10 HP Motor Nos. 405.00 60,405.00

b) For 15 HP Motor Nos. 405.00 72,405.00

c) For 20 HP Motor Nos. 405.00 84,405.00

d) For 25 HP Motor Nos. 405.00 96,405.00

e) For 30 HP Motor Nos. 405.00 102,405.00

f) For 40 HP Motor Nos. 405.00 108,405.00

g) For 60 HP Motor Nos. 405.00 144,405.00

27 - 41


Volume-I


SECTION 28

IRON, STEEL AND

ALUMINIUM

WORKS


Vol -I, 2018

Chapter-28, (Iron and Aluminum

Works)

Labour Composite

28-1-1 Sq.m. 2,122.50 11,847.60 28.1.5

Sq.ft. 197.25 1,101.10 28.1.6

28-2-1 Sq.m. 1,838.70 9,190.50 28.1.5

Sq.ft. 170.90 854.15 28.1.6

28-3-1 Sq.m. 2,122.50 4,473.00 28.1.5

Sq.ft. 197.25 415.70 28.1.6

28-4-1 Sq.m. 1,838.70 7,343.65 28.1.5

Sq.ft. 170.90 682.50 28.1.6

28-5-1 Sq.m. 291.45 1,092.45 28.1.5

Sq.ft. 27.10 101.55

28-6-1 Sq.m. 1,678.15 6,338.20 28.1.5

Sq.ft. 155.95 589.05

28-7-1 Sq.m. 291.45 1,167.45 28.1.5

Sq.ft. 27.10 108.50

28-8-1 Sq.m. 1,678.15 6,186.75 28.1.5

Sq.ft. 155.95 575.00

28-9-1 Sq.m. 2,119.95 9,200.85 28.1.5

Sq.ft. 197.00 855.10 28.1.6

28-10-1 Sq.m. 1,835.80 8,990.05 28.1.5

Sq.ft. 170.60 835.50

28-11 Sq.m. 2,119.95 7,656.95 28.1.5

Sq.ft. 197.00 711.60 28.1.6

28-12-1 Sq.m. 1,835.80 7,603.85 28.1.5

Sq.ft. 170.60 706.70 28.1.6

28-13-1 Cw.t 2,014.60 7,787.90 28.1.5.4

Kg 187.25 723.80

28-14-1 Cw.t 2,111.49 7,691.95 28.1.5

Kg 196.25 714.85

28-15-1 Cw.t 56.10 278.35 28.1.5.4

Kg 25.45 126.25

Ref. Tech.

Specs.

Providing and fixing 18 guage (1.41 mm) G.I. sheet pipe shaft 2" (50

mm) dia. with laths, 1/8" (3 mm) guide channel, 2" x 22" x 1") rolling

shutter with all accessories and fittings encased in G.I. sheet hose with

brackets including arrangement for inside and outside locking with

operation handles cutting holes, painting with two coats of red oxide

paint on M.S sections and making good the damage to walls as per

design and instructions of the Engineer Incharge.

Description same as in Item No. 28-13-1 but with G.I. corrugated sheet

shutters.

UnitRate (Rs.)

Sr. No. Description

Providing and fixing M.S. sheet shutters with 2" x 2" x 1/4"angle iron

frame as diagonal braces, gun metal roller and pulleys, angle iron top

guides fixed to T-iron bottom track fixed in cement concrete 1:2:4 with

rag bolts including locking arrangement and handles as per design and

instructions of the Engineer incharge.

Providing and fixing single leaf steel door with frame fully panelled with

M.S sheet 16 gauge (1.59mm) painted with two coats of red oxide

paint with brass fitting of approved make including cost of fabrication,

iron lugs, cutting holes and making good the damages to walls.

Providing and fixing hot dipped Galvanised single leaf steel door with

2" x 2" x 1/4" frame fully panelled with 16 gauge (1.59mm) G.I. sheet

with brass fitting of approved make including cost of fabrication, iron

lugs, cutting holes and making good the damages to walls.

Description same as in Item No. 28-1-1 but with double leaf fully glazed

door with frame

Description same as in Item No. 28-3-1 but with double leaf fully glazed

door with frame

Providing and fixing fully glazed steel door with frame single leaf with

M.S bottom or kick rail 6" (150mm) wide and top rail of 4" (100mm)

wide painted with two coats of red oxide paint, brass oxidized fittings of

lugs, cutting holed, and making good the damages to walls.

Description same as in Item No. 28-7-1 but with 2" x 2" x 1/4" frame

partly glazed (using 5mm glass sheet) and partly panelled with G.I

sheet of approved section

Description same as in Item No. 28-9-1 but with frame 2.5" x 2" x 1/4"

partly and partly panelled with G.I. sheet

Description same as in item 28-5-1 but with frame (1.5"x1.5"x1/4")

partly glazed (using 5mm glass sheet) and partly panelled of approved

section with M.S. plate.

Description same as in item 28-6 but with frame (1.5"x1.5"x1/4") partly

glazed (using 5mm glass sheet) and partly panelled of approved

section with M.S. plate.

Description same as in Item No. 28-5-1 but with double leaf door with

frame

Description same as in Item No. 28-7-1 but with double leaf door with

frame

Providing and fixing hot dipped galvanized fully glazed steel door with

frame single leaf galvanized steel bottom or kick rail 6" (150mm) wide

and top rail 4" (100mm), width of Z-section 1.25" (30mm) at each edge

using approved brass section oxidized fittings, iron lugs, including

cutting holes galvanizing and cost of fabrication and making good the

damages to walls.

28 - 1


Vol -I, 2018


Works)

Labour Composite

Ref. Tech.

Specs.Unit


28-16-1 Cw.t 56.10 189.40 28.1.5.4

Kg 25.45 85.90

28-17-1 Sq.m. 657.35 2,811.30 28.1.5.4

Sq.ft. 61.10 261.25

28-18-1 Cw.t 55.10 187.80 28.1.5

Kg 24.60 83.84

28-19-1 Sq.m. 1,222.05 7,235.90 28.1.5

Sq.ft. 113.55 672.50

28-20-1 Sq.m. 1,222.05 6,768.15 28.1.5

Sq.ft. 113.55 629.00

28-21-1 Sq.m. 663.35 8,166.85 28.1.5

Sq.ft. 61.65 759.00

28-22-1 Sq.m. 663.35 7,518.60 28.1.5

Sq.ft. 61.65 698.75 28.1.6

28-23-1 Sq.m. 663.35 7,423.60 28.2

Sq.ft. 61.65 689.95

28-24-1 Sq.m. 663.35 9,075.05 28.2

Sq.ft. 61.65 843.40

28-25-1 Sq.m. 663.35 8,666.50 28.2

Sq.ft. 61.65 805.45 28.1.6

Providing and fixing hot dipped galvanized fully glazed double leaf hung

steel windows and ventilators of approved section with Z-section 1.25"

(32 mm) width at each edge including using approved brass sections

oxidized fitting, iron lugs, cutting holes and making good the damages

to walls.

Providing and fixing fully glazed fixed aluminium windows, ventilators

(Deluxe model - 1.6mm) of anodized champagne or approved color of

Alcop, Pakistan Cable or any approved section as approved by

Engineer incharge including aluminium fittings, local tinted glass, lugs,

cutting holes and making good the damages to walls.

Providing and fixing hot dipped galvanized fully glazed single leaf hung

steel windows and ventilators of approved section with Z-section 1.25"

(32mm) width at each edge including using approved brass sections

oxidized fittings, iron lugs, cutting holes and making good the damages

to walls.

Providing and fixing hot dipped galvanized fully glazed partly fixed and

partly hung steel windows and ventilators with Z-section 1.25" (32 mm)

width or as approved by Engineer incharge including using approved

brass section oxidized fittings, iron lugs, cutting holes and making good

the damages to walls

Providing and fixing fully glazed fixed aluminium sky light of economy

section 1.3 mm. or as approved by Engineer incharge including lugs,

cutting holes and making good the damages to walls.

Providing and fixing fully glazed single leaf hung/sliding aluminium

windows, ventilators (Deluxe model - 1.6mm) of anodized champagne

or approved color of Prime, Chawala, Pakistan Cable or any approved

section as approved by Engineer incharge including aluminium fittings,

5 mm local tinted glass, lugs, cutting holes and making good the

damages to walls.

Providing and fixing rolling shutters of 1/2" dia. M.S. bars mesh 4" x 4"

with all accessories and fittings encased in G.I. box with brackets,

arrangement for inside and outside locking with operation handles,

cutting holes, painting two coats of red oxide paint on M.S. section and

making good the damages to walls as per instructions of Engineer

Incharge.

Providing and fixing collapsible steel shutter or gate with vertical

channels, flat iron diagonal, top and bottom rail with steel rollers of

required size, T-iron bottom track riveting the junctions, including

locking arrangement and handles, cutting holes, painting two coats of

red oxide paint, fixing bottom track with cement concrete 1:2:4 and

making good the damages to walls fabrication as designed and erection

as per instructions of the Engineer Incharge.

Providing and fixing steel gate of flat iron sections of approved design

with or without M.S. sheet covering including hold fast with or without

roller and track arrangement including providing wicket shutter of

required size with all accessories and locking arrangement as per

direction of the Engineer Incharge.

Providing and fixing hot dipped galvanized fully glazed fixed steel sky

light of Z section 1.25" (32.5 mm) width or as approved by Engineer

incharge including iron lugs, cutting holes and making good the

damages to walls.

28 - 2


Vol -I, 2018


Works)

Labour Composite

Ref. Tech.

Specs.Unit


28-26 a) Sq.m. 663.35 9,115.65 28.2

Sq.ft. 61.65 847.20 28.1.6

b) Sq.m. 663.35 2,182.75 28.2

Sq.ft. 61.65 202.85

28-27-1 Kg. 29.33 137.60 28.1.6.1

Lb. 13.30 62.40

28-28-1 Sq.m. 228.35 3,557.05 28.1.6.1

Sq.ft. 21.20 330.60 28.1.6

28-29-1 Sq.m. 882.85 1,754.15 28.1.6.1

Sq.ft. 82.05 163.05 28.1.6

28-30-1 Kg. 192.65 356.85 28.1.7

Lb. 87.40 161.85

28-31-1 Kg. 68.35 223.60 28.1.7

Lb. 31.00 101.40

28-32-1 Kg. 3.30 107.15 28.1.6

Lb. 1.50 48.60

28-33-1 Providing M.S. Tees, angles and flats including fixing in position. Kg. 28.70 123.85 28.1.6

Lb. 13.00 56.20

28-34-1 Kg. 46.50 157.50 28.1.6

Lb. 21.10 71.45 28.1.6

28-35-1 Kg. 45.50 144.65 28.1.6

Lb. 20.65 65.60

28-36-1 Kg. 41.45 136.90 28.1.6

Lb. 18.80 62.10

28-37-1 42.20 153.65 28.1.6

Lb. 19.15 69.70

28-38-1 Welding by gas plant upto 10 ft. (3 m.) height from ground level. Per cm. 1.65 11.05

Per inch 4.20 28.05

28-39-1 Welding by Electric plant upto 10 ft. (3 m.) height from ground level. Per cm. 3.60 9.45

Per inch 9.15 24.00

Providing and fixing iron bars of required dia at required spacing with

horizontal flat iron as per approved design including making holes fixing

with sunk iron screws, painting with two coats of red oxide paint.

Providing and fixing with iron screws holdfasts of flat iron bifurcated at

one end as per approved design and size including painting with black

bitumastic paint two coats including the cost of embedding with cement

concrete 1:2:4 and curing but excluding the cost of cement concrete

Providing and fixing fixed or sliding fibre wire gauze in aluminium frame

as approved by Engineer incharge including aluminium fittings etc.

Providing and fixing fully glazed partly fixed and partly hung or sliding

aluminium windows (Deluxe model - 1.6mm) of anodized champagne or

approved color of Prime, Chawal, Alcop, Pakistan Cable or any

approved section as approved by Engineer Incharge including

aluminium fittings, local tinted glass, lugs, cutting holes and making

good the damages to walls.

Providing rolled steel joists and channels including hoisting and fixing in

position in cement concrete but excluding the cost of cement concrete.

Providing and fixing R.S. joists and channels including welding all the

sides of the sections at the junction, gusset plates, bolts, nuts, hoisting

and erecting in position in steel trusses and towers of approved design.

Providing and fixing M.S. ties, angles, and flats including welding of all

sides of the section at the junction, gusset plates, bolts, nuts, hoisting

and erecting in position in steel trusses, frame and towers of approved

design.

Providing and fixing iron grills as per approved design including welding

all sides of the section at the junction and fixing with sunk iron screws,

painting with two coats of red oxide paint and fixing in

masonry/concrete or wood

Providing and fixing iron grills with square bars of 3/8" size as per

approved design including welding all sides of the section at the

junction and fixing with sunk iron screws, painting with two coats of red

oxide paint and fixing in masonry/concrete or wood

Providing and fixing mild steel anchor or holding down bolts with nuts

and washers, welded with M.S. plates if required including painting two

coats of black bitumastic paint but excluding the cost of cement

concrete.

Providing and fixing R.S. joists and channels including riveting, guesset

plates, nuts with hoisting and erecting in position in steel trusses, frame

and towers of any approved design.

Providing and fixing M.S. Tees, angles and flat including riveting, fixing

with gusset plates, bolts, hoisting and erecting in position in steel

trusses, frames and towers of any approved design.

28 - 3


Vol -I, 2018


Works)

Labour Composite

Ref. Tech.

Specs.Unit


28-40 28.1.5

a) 4.5''-5" (113.5mm-125 mm) size R.M. 92.95 866.30

R.ft. 28.35 264.05

b) 8''-10" (200mm-250 mm) size R.M. 139.45 1,671.15

R.ft. 42.50 509.35

28.1.5

i) 4.5''-5" (113.5mm-125 mm) size R.M. 92.95 669.45

R.ft. 28.35 204.05

ii) 8''-10" (200mm-250 mm) size R.M. 139.45 1,247.45

R.ft. 42.50 380.25

iii) 12''-14" (300mm-350 mm) size R.M. 139.45 1,956.15

R.ft. 42.50 596.25

Sq.m. 1,838.70 9,086.75 28.2

Sq.ft. 170.90 844.50 28.1.6

Sq.m. 1,838.70 7,818.60 28.2

Sq.ft. 170.90 726.65

Sq.m. 1,838.70 7,476.15 28.2

Sq.ft. 170.90 694.80

Kg. 45.50 146.15 28.1.6

Lb. 20.65 66.30

Kg. 46.50 144.05 28.1.6

Lb. 21.10 65.35

Kg. - 9.80

Lb. - 4.45

28.1.5

a) M.S. sq. bars 3/4" (19 mm) size. Sq.m. 2,509.90 8,278.15

Sq.ft. 233.25 769.35

b) M.S round bars 3/4" (19 mm) dia Sq.m. 2,509.90 7,555.60

Sq.ft. 233.25 702.20

Item same as above except moulded steel door frame manufactured

from zinc coated mild steel 18 gauge sheets instead of 16 gauge

Small iron work such as gusset plates knees, bends, stirrups, straps,

rings including cutting, drilling, rivetting, handling assembling etc. but

excluding erection in position.

Erection and fixing in position iron trusses and staging of water tank.

Providing and fixing fully glazed aluminium sliding doors (Deluxe model-

1.6mm) of anodized Shampane or approved color of Alcop, Pakistan

Cable or any approved section including Aluminium fittings, hungs,

cutting holes and making good damages to walls.

Providing and fixing steel grated single leaf door with locking

arrangement, angle iron 2" x 2" x 3/8" frame, middle strip, 1/4" thick

gusset plate 3" x 3" at each edge and 3/4" M.S square or round bars at

4" c/c including two coats of red oxide paint.

Providing and fixing fully glazed Aluminium swing doors 2.0mm of

anodized Shampane or approved color (12 microns) or any approved

section including Aluminium fittings, hungs, cutting holes and making

good damages to walls.

Providing and fixing fully glazed Aluminium sliding doors 1.6mm of

anodized Shampane (12 microns) or approved color including

Aluminium fittings, hungs, cutting holes and making good damages to

walls.

Fabrication of heavy steel work with angle, tees, flat iron, round iron

and sheet iron for making trusses, girders, tanks etc. including cutting,

drilling riveting, handling, assembling and fixing but excluding erection

in position.

28-46-1

28-45-1

Providing and fixing moulded steel door frame of approved profile,

manufactured from zinc-coated mild steel sheets 16 gauge made by

Shahah Industries or equivalent standard conforming to B.S.S.1245,

treated with special primer base paint all round, fitted with six fixing

lugs, three steel hinges for fixing door shutters standard lock-strike

plate, one sliding holt eye, and three rubber buffers, including cutting

holes and making good damages to walls and filling the door frame

cavity with lean cement mortar 1:4 as directed by the Engineer

Incharge.

28-47

c)

28-41-1

28-42-1

28-43-1

28-44-1

28 - 4


Vol -I, 2018


Works)

Labour Composite

Ref. Tech.

Specs.Unit


28.1.5


Sq.ft. 222.95 800.45


Sq.ft. 222.95 724.25

28.1.5


Sq.ft. 243.10 885.50


Sq.ft. 243.10 804.30

28.1.5


Sq.ft. 232.85 922.85


Sq.ft. 232.85 861.30

28.1.7


Sq.ft. 128.90 485.50


Sq.ft. 128.90 416.25

28.1.7

a) M.S. sq. bars 1/2" (12 mm) size Sq.m. 862.50 3,284.95

Sq.ft. 80.15 305.30

b) M.S round bars 1/2" (12 mm) dia Sq.m. 862.50 3,040.00

Sq.ft. 80.15 282.55

28.1.6

a) M.S. sq. bars 5/8" (16 mm) size R.M. 721.95 2,951.95

R.ft. 220.05 899.75

b) M.S round bars 5/8" (16 mm) dia R.M. 721.95 2,705.65

R.ft. 220.05 824.70

Providing and fixing iron grating in opening with flat iron 2" x 3/8" frame

and 3/4" M.S. square or round bars placed at 4" c/c including two coats

of black Japan paint.

Providing and fixing iron grating for fire place with flat iron 2" x 1/4"

frame and 1/2" M.S. square or round bars placed at 6" c/c including two

coats of black Japan paint.

Providing and fixing steel grated double leaf door with M.S. 1/16"

(1.6mm) thick sheet and locking arrangement, angle iron 2"x2"x3/8"

frame, middle strip, 1/4" thick gusset plate 3"x3" at each edge and 3/4"

M.S square or round bars at 4" c/c including two coats of red oxide

paint.

Providing and fixing stair railing of 3" (75mm) size of all types and

design of shesham wood or similar including bends and corners,

screwed to 5/8" (16mm) square or round bars, 2.75 ft (0.84m) high,

5.5" (140mm) c/c in steps including welding of M.S. flat 1"x1/8" to bars

and three coats of painting and polishing

Providing and fixing steel grated double leaf door with locking

arrangement, angle iron 2"x2"x3/8" frame, middle strip, 1/4" thick

gusset plate 3" x 3" at each edge and 3/4" M.S square or round bars at

4" c/c including two coats of red oxide paint.

Providing and fixing steel grated single leaf door with 1/16" (1.6mm)

thick M.S. sheeting and locking arrangement, angle iron 2"x2"x3/8"

frame, middle strip, 1/4" thick gusset plate 3"x3" at each edge and 3/4"

M.S square or round bars at 4" c/c including two coats of red oxide

paint.

28-50

28-51

28-52

28-53

28-48

28-49

28 - 5


Vol -I, 2018


Works)

Labour Composite

Ref. Tech.

Specs.Unit


28.1.6


R.ft. 176.85 678.60


R.ft. 176.85 313.10

28.1.7


R.ft. 91.10 543.85


R.ft. 91.10 486.55

R.M. 139.60 515.85 28.1.6

R.ft. 42.55 157.25

Sq.m. 434.10 2,434.10 28.1.5.5

Sq.ft. 40.35 226.20

28.1.6

28.1.5

a) Without wire gauze

i) With glass 3 mm thick Sq.m. 1,067.70 4,949.50

Sq.ft. 99.25 460.00

ii) With glass 5 mm thick Sq.m. 1,067.70 5,486.45

Sq.ft. 99.25 509.90

iii) With glass 6 mm thick Sq.m. 1,067.70 3,545.00

Sq.ft. 99.25 329.45

b) With G.I. wire gauze 22 gauge - 12 mesh

i) With glass 3 mm thick Sq.m. 1,445.25 6,562.70

Sq.ft. 134.30 609.90

ii) With glass 5 mm thick Sq.m. 1,445.25 7,994.55

Sq.ft. 134.30 743.00

iii) With glass 6 mm thick Sq.m. 1,445.25 8,059.75

Sq.ft. 134.30 749.05

R.M. 331.35 2,736.65 28.1.6

R.ft. 101.00 834.15

Providing and fixing angle iron railing using 2.5"x 2.5"x 3/8" angle iron

post 5 ft long and 5 ft. apart with 2.5"x 2.5"x 3/8" angle iron top railing

and two rows of M.S. flat 2.5"x 1/4" including fixing side of

bridge/structure with 3/4" dia. U bolts and painting.

Providing and fixing stair railing of 2.5" (65mm) internal dia steel pipe

welded with bars 6" c/c and embeded in reinforced cement concrete

steps as per design and drawing including cost of cement mortar 1:4

and two coats of paint.

Providing and fixing terrace railing of 2" (50mm) internal dia steel pipe

welded with square or round bars 2.75 ft high at 5" c/c and embedded

in reinforced cement concrete as per design and drawing including cost

of cement mortar 1:4 and two coats of paint.

Providing and fixing M.S angle iron 1/1/2" x1/1/2" x1/4" edge protector

nozing for steps of stairs having hold fast of 1/4" dia M.S. bars 6" long

welded at 10" c/c or 3 Nos. in each step and embeded in cement

concrete on steps.

Providing and fixing G.I. wire gauze 24 SWG (1.06mm), 2.1mm x

2.1mm mesh fixed with flat iron 1/2"x1/8" at 15" c/c and screwed at 6"

c/c to steel windows, doors and grill including painting.

Providing & fixing steel windows with openable glazed panels using

beam section for frame 1.5"x1"x5/8"x1/8" z-section for leave

3/4"x1"x3/4"x1/8" T-section sashes 1"x1"x1/8 " glass panes, wooden

screws for glazing embedded over a thin layer of putty duty screwed

with leave with fittings of approved make including cost of painting, hold

fast, fabrication, cutting holes as per approved design.

28-54

28-55

28-56

28-57

28-58

28-59-1

28 - 6


Vol -I, 2018


Works)

Labour Composite

Ref. Tech.

Specs.Unit


28.1.7

a) Barbed wire 2 ply, 12 gauge (2.17 mm) thick R.M. 75.45 387.95

R.ft. 23.00 118.25

b) Barbed wire 3 ply, 12 gauge (2.17 mm) thick R.M. 75.45 418.05

R.ft. 23.00 127.40

R.M. 80.30 404.10 28.1.7

R.ft. 24.50 123.15

28.1.7

a) Without cement concrete base

i) Barbed wire 2 ply, 14 guage (1.8 mm) thick R.M. 165.20 594.90

R.ft. 50.35 181.35

ii) Barbed wire 3 ply, 14 gauge (1.8 mm) thick R.M. 165.20 692.75

R.ft. 50.35 211.15

iii) Barbed wire 2 ply, 12 gauge (2.17 mm) thick R.M. 165.20 654.70

R.ft. 50.35 199.55

iv) Barbed wire 3 ply, 12 gauge (2.17 mm) thick R.M. 165.20 732.65

R.ft. 50.35 223.30

b) With 1 : 4 : 8 cement concrete base of 12" x12" x 21" size


R.ft. 50.35 215.80


R.ft. 50.35 245.65


R.ft. 50.35 234.05


R.ft. 50.35 257.80

28.1.7

a) Without cement concrete base


R.ft. 62.25 254.25


R.ft. 62.25 286.25


R.ft. 62.25 273.80

Providing and fixing barbed wire fencing around compound wall

comprising 1.5"x 1.5"x 3/16" angle iron posts 3 ft long and 4ft apart

embedded in cement concrete 1:4:8 base of 6"x 6"x 9" size and 4 rows

of 2 ply, 14 gauge barbed wire 6" c/c including binding wire and painting

of posts.

Providing and fixing barbed wire fencing with 4 horizontal and 2 cross

wires fixed with 7'x9"x9" R.C.C.1:2:4 posts at 100 ft (30m) c/c, stiffening

posts 7'x6"x6" at 50 ft (15m) interval and intermediate post 7'x5"x5" at

8.25 ft (2.5m) vertical bars in straining and sifftening posts to be 4 Nos.

3/8" dia, stirrups for all posts to be 1/4" dia at at 12" c/c including cost

of eye bolts, washers and steel reinforcement and its fabrication and

placing.

Providing and fixing barbed wire fencing with 4 horizontal and 2 cross

wires with R.C.C. posts 5'- 6"x 6"x 9", 8.25 ft c/c reinforced with 4 No.

3/8" dia. vertical bars and 1/8" dia. stirrups at 12" c/c.

Providing and fixing barbed wire fencing comprising 1.5"x 1.5"x 3/16"

angle iron post 3 ft long, 4 ft c/c embeded in cement concrete 1:4:8

base of 9"x 9"x 12" size with three rows of barbed wire 6" c/c including

binding wire and painting of posts.

28-60

28-61-1

28-62

28-63

28 - 7


Vol -I, 2018


Works)

Labour Composite

Ref. Tech.

Specs.Unit



R.ft. 62.25 299.30

b) With 1 : 4 : 8 cement concrete base of 12" x12" x 21" size

i) Barbed wire 2 ply, 14 guage (1.8 mm) thick R.M. 204.25 1,039.40

R.ft. 62.25 316.80

ii) Barbed wire 3 ply, 14 gauge (1.8 mm) thick R.M. 204.25 1,144.40

R.ft. 62.25 348.80

iii) Barbed wire 2 ply, 12 gauge (2.17 mm) thick R.M. 204.25 1,103.55

R.ft. 62.25 336.35

iv) Barbed wire 3 ply, 12 gauge (2.17 mm) thick R.M. 204.25 1,187.15

R.ft. 62.25 361.85

Sq.m. 712.05 8,874.50 28.1.5

Sq.ft. 66.20 824.75

7.5% 28.2.6

28.1.7

a) Hot finished welded type tubes Kg. 45.85 133.00

Lb. 20.80 60.35

b) Hot finished seamless type tubes Kg. 45.85 106.80

Lb. 20.80 48.45

Add extra for respective payable item of ground floor

a) For first floor


28.1.6

a) 4" (100 mm) dia. R.M. 18.05 79.05

R.ft. 5.50 24.10

b) 3" (75 mm) dia. R.M. 15.85 57.15

R.ft. 4.85 17.40

Kg. 48.60 426.60 28.2

Lb. 22.05 193.50

28.2

a) 1" x 1" x 1/8" size R.M. 47.15 504.35

R.ft. 14.35 153.75

b) 1.5" x 1.5" x 1/8" size R.M. 99.00 620.50

R.ft. 30.20 189.15

28-68

28-69-1

28-70

%

Increase

Extra on all aluminium works on respective items if powdered coated

colored aluminium is used

Providing and fixing steel windows with openable glazed pannels using

2"x 1.5" x1/8" M.S pipe for frame, 3/4"x1"x3/4"x1/8" Z section for

leaves, 1"x1"x1/8" T-section sashes. The cost of wire gauze, glass

panes and painting is not included.

28-64-1

Steel work in built up tubular trusses including cutting, hoisting fixing in

position and applying a priming coat of approved steel primer, welded

and bolted including special shaped washers etc. complete in all

respect as directed by the Engineer Incharge.

10%

%

Increase

Provide and fix balli fencing posts embedded in concrete and coaltaring

embedded portion but excluding the cost of excavation and concrete.

28-67 %

Increase

28-65-1

28-66

Providing and fixing brass grill railing of approved pattern and design

including fixing with brass screws and polishing.

Providing and fixing aluminium angle in corners with rawl plugs and

aluminium screws.

28 - 8


Vol -I, 2018


Works)

Labour Composite

Ref. Tech.

Specs.Unit


Providing and fixing aluminium strip with aluminium screws. 28.1.6

a) 1" x 1/8" size strip R.M. 23.60 504.35

R.ft. 7.20 153.75

b) 1.5" x 1/8" size strip R.M. 27.75 458.65

R.ft. 8.45 139.80

28-72 a) R.M. 319.30 1,469.00

R.ft. 97.30 447.75

b) Extra for every additional 25mm (1") dia over item No. 30- 42(a). R.M. 31.90 287.40

R.ft. 9.70 87.60

Kg. 5.70 76.25 28.2

Lb. 1.75 23.25

Sq.m. 54.90 3,853.15

Sq.ft. 5.10 358.10

Sq.m. 54.90 993.65 13.5

Sq.ft. 5.10 92.35

28.1.6

a) 5 ft. (1.5 m) dia. Kg. 281.40 1,361.40

b) 6 ft. (1.8 m) dia. Kg. 281.40 170.18

R.M. 33.45 219.20 28.2

R.ft. 10.20 66.80

R.M. 125.80 1,419.65 28.2

R.ft. 38.35 432.70

R.M. 125.80 180.95 28.1.6

R.ft. 38.35 55.15

R.M. 125.80 695.80 28.1.6

R.ft. 38.35 212.10

Sq.m. 164.65 490.65 28.1.5

Sq.ft. 15.30 45.60

R.M. 180.80 6,580.35 28.1.5

R.ft. 55.10 2,005.70

28-83 a) Providing and fixing Fibre Glass Window Shades 3 ft wide using 1.5

mm Fibre Glass with 1"x1" 16 guage sq. as approved by Engineer

incharge including iron lugs, cutting holes and making good the

damages to walls.

Sq.m. 272.00 2,556.60

Sq.ft. 25.30 237.60

b) Providing and fixing Fibre Glass Window Shades 3 ft wide using 2.0

mm Docorative Fibre Glass with 1"x1" 16 guage sq. as approved by

Engineer incharge including iron lugs, cutting holes and making good

the damages to walls.

Sq.m. 272.00 2,915.25

Sq.ft. 25.30 270.95

28-71

28-73-1

28-74-1

28-75-1

Providing and installing M.S. spiral stair case with central post, railing

and braces at required interval including two coats of paint but

excluding the cost of cement concrete work in base.

Providing and laying aluminium strips of any section in floor of any

description.

Providing and fixing aluminium ribbed nosing to treads of required

section with aluminium lugs fixed with aluminium screws and rawl plugs.

28-76

28-77-1

28-78-1

Providing and fixing 6" (150 mm) dia wind catcher of G.I. sheet 22

gauge (1.22 mm) of approved shape and design including the cost of

wire gauze covering and bottom ring.

Providing and fixing 6" (150 mm) dia. C.I. pipe wind catcher of

approved shape and design including the cost of wire gauze covering

and bottom ring.

Providing and fixing aluminium sheet of 22 gauge (1.15 mm) thick on

wooden surface with sunken aluminium screws of required size.

Providing and fixing G.I. sheet of 22 gauge (1.15 mm) thick on wooden

surface with sunken G.I. screws of required size.

28-82-1 Providing and fixing 2'-9" high Stair hand railing comprising of 2½" dia

16 gauge S.S pipe hand rail fixed with 2½" dia pipe blusters at specified

distance fixed at top of steps with expansion bolts, 2 Nos. of 16 gauge

1" dia S.S pipes horizontally fixed with blusters, Complete in all

respects.

Providing and fixing flat iron ribbed nosing to treads of required

sections with iron lugs fixed with screws and rawl plugs.

Providing and fixing brass ribbed nosing to treads of approved sections

with iron lugs fixed with brass screws and rawl plugs.

Fixing enamelled iron gauzes flush with masonry including cost of

hooks.

28-79-1

28-80-1

28-81-1

28 - 9


Vol -I, 2018


Works)

Labour Composite

Ref. Tech.

Specs.Unit


28-84-1 Providing and fixing fully double glazed aluminium windows (Deluxe

model) of anodized Shampane or approved color of Alcop, Pakistan

Cable or any approved section including Aluminium fittings, hungs,

cutting holes and making good damages to walls including 5 mm thich

tinted tempered glass.

Sq.m. 1,217.90 16,712.30

Sq.ft. 113.20 1,553.20

28.2

a) Single R.M. 68.70 1,721.80

R.ft. 20.95 524.80

b) Double R.M. 137.40 3,443.65

R.ft. 41.90 1,049.65

Nos. 32.25 196.05 28.2

28-87-1 Aluminium Louvers 50 mm in Depth and 1.3 mm thick, Supported by

2mm Thick 75 mm x 70 mm Square Aluminium Frame, Complete in all

respect.

Sq.m. 968.55 7,268.55 28.2

Sq.ft. 90.00 675.50

28-88-1 Providing and fixing 12 mm tempered Glass Door and partition wall

supported by Stainless Steel brackets and Door supported by Floor

mounted Hinges Dorma or equivalent . Aluminium Bottom and Top rail

along including door Handles cutting holes cost of fabrication and

making good the damages to walls.

Sq.m. 707.85 7,033.00 28.2

Sq.ft. 65.80 653.60

28-89-1 Providing and Fixing including Galvanising & Manufacturing Guard Rail

including 3 mm Steel Beam, Post, Reflector, Bolts and Nuts erecting in

position excluding Civil Works

R.M. 395.50 3,545.05

R.ft. 120.55 1,080.55

28-86-1 Street Electric Pole with/ without Base Dia, Top Dia, Thickness etc. as

per given drawing or as directed by Engineer-in-Charge, Galvanized

excluding Civil Works

28-85 Providing and fixing GI Razor wire fencing with 4 horizontal wires Spiral

Type 12 SWG Sprial Wire and 26 SWG Lipping Blade 3" Pitch with four

Horizontal Wire 20 SWG.

28 - 10


Volume-I


SECTION 29

HORTICULTURE

AND

DRIP IRRIGATION


Vol -1, 2018Chapter -29, (Horticulture)

Labour Composite

29-1-1 Sq.m. 21.00 21.00 29.20

Sq.ft. 1.95 1.95

29-2-1 Cu.m. - 127.20 29.2.1

Cu.ft. - 3.60

29-3-1 Cu.m. 157.50 157.50 29.2.1

Cu.ft. 4.45 4.45

29-4-1 Cu.m. - 360.00 29.2.1

Cu.ft. - 10.20

29-5-1 Cu.m. 100.96 131.25 29.2.1

Cu.ft. 2.85 3.70

29-6-1 Cu.m. - 1,694.90 29.2, 29.3

Cu.ft. - 48.00

29-7-1 Cu.m. 100.96 131.25 29.2, 29.3

Cu.ft. 2.85 3.70

29-8-1 Cu.m. - 1,059.30 29.2, 29.3

Cu.ft. - 30.00

29-9-1 Cu.m. 242.31 315.00 29.2, 29.3

Cu.ft. 6.85 8.90

29-10-1 Cu.m. 60.58 78.75 29.2, 29.3

Cu.ft. 1.70 2.25

29-11 a) Sq.m. 21.00 322.80 29.2.3

Sq.ft. 1.95 30.00

b) Supplying and fixing of approved quality live Korean grass in

shape of grass mats

Sq.m. 21.00 361.55 29.2.3

Sq.ft. 1.95 33.60

29-12 a) Sq.m. 36.75 62.03 29.2.9

Sq.ft. 3.40 5.75

b) Sq.m. 36.75 62.42 29.2.9

Sq.ft. 3.40 5.80

Providng and fixing of Grassing by dibbing live Korean grass

roots 3" (75 mm) apart including watering, weeding till such time

the grass is set and becomes green and is fit for mowing (2kg for

1Sq. Ft. area).

Ref. Tech.

Specs.

Rough dressing of the area for lawn including picking stones,

pebbles, stubble, grass roots and other injurious matters and

breaking of clods including disposal of rubbish within 300 ft (90m

or 3 chains).

Supplying and stacking well decayed cowdung manure from

approved source including all leads and lifts.

Spreading cowdung manure and mixing the same upto a depth of

4" (100mm) in the prepared bed including breaking clods,

dressing for grassing including disposal of rubbish upto 300 ft (90

m or 3chains).

Supplying and stacking well decayed sewage manure from

approved source including all leads and lifts.

Supplying and fixing of approved quality live local grass in shape

of grass mats


Dressing upto depth of 4" (100 mm) and preparing the bed for

final finishing including sprinkling water, raking and rubbing.

Providng and fixing of Grassing by dibbing live Dhakka grass

roots 3" (75 mm) apart including watering, weeding till such time

the grass is set and becomes green and is fit for mowing (2kg for

1Sq. Ft. area).

Spreading sewage manure in uniform thickness in the prepared

bed including mixing with original soil upto and depth including

breaking clods and dressing for grassing including disposal of

rubbish upto 300ft. (90m. or 3 chain)

Supplying and stacking approved garden soil (sweet earth) free

from salts, pebbles and grass roots including all leads and lifts.

Spreading approved garden soil (sweet earth) in uniform

thickness including mixing and breaking clods and dressing for

grassing including disposal of rubbish within 300 ft. (90m or 3

chains).

Supplying and stacking approved quality sand free from salts,

pebbles, grass roots including all leads and lifts.

Spreading approved quality sand uniform thickness and mixing

the sand, breaking clods, and dressing for grassing including

disposal of rubbish within 300 ft (90m. or 3 chains).

29 - 1



Labour Composite

Ref. Tech.

Specs.


29-13 29.7

a) Stone boulder 9" (230 mm) size Cu.m. - 208.40

Cu.ft. - 5.90

b) Stone boulder 6" (150 mm) size Cu.m. - 201.90

Cu.ft. - 5.70

c) Stone boulder 3" to 4" (75mm to 100mm) size Cu.m. - 195.40

Cu.ft. - 5.54

29-14-1 Each - 984.00 29.8.2

29-15-1 Each 1,070.00 3,565.93 29.8.3

29-16-1 Each 525.00 2,490.00 29.8.4

29-17-1 Each 420.00 3,486.45 29.8.5

29-18-1 Each 472.32 3,781.37 29.8.6

29-19-1 Each 389.40 4,640.20 29.8.7

29-20-1 Kg. 95.75 251.75 29.8.7

Lbs. 43.45 114.20

29-21 Providing, laying, cutting, jointing, testing and disinfecting PVC

pipes confirming to BSS-3505/PS-3051 complete in all respects.

a) PVC Pipe, 6 inches Dia, B-Class R.M. 10.20 942.20

b) PVC Pipe,5 inches Dia, B-Class R.M. 10.20 675.60

c) PVC Pipe,4 inches Dia, B-Class R.M. 10.20 488.95

d) PVC Pipe, 3 inches Dia, B-Class R.M. 10.20 325.50

e) PVC Pipe, 2.5 inches Dia, C-Class R.M. 10.20 201.45

f) PVC Pipe, 2 inches Dia, C-Class R.M. 10.20 235.10

Providing and fixing G.I. barbed wire 2 ply, 14 Guage fencing with

two to four points to the posts of any description with hooks and

binding wire excluding cost of posts.

Providing and fixing perforated standard bitumen drums for tree

gaurds of approved design including painting in black and white.

Providing and fixing 2" (50 mm) thick R.C.C. tree guards 48" x

30" x 30" (1.2 m x 0.75 m x 0.75 m) clear as per approved design

and drawings including the cost of reinforcement and 3 coats of

white washing

Providing and fixing 1:3:6 cement concrete solid block masonry

6" (150mm) thick honey combed, in tree guards average 5 ft (1.5

m) dia & 5 ft (1.5 m) high including foundation set in 1:6 cement

sand mortar including curing and 3 coats of white washing

(outside) as per approved design and drawings.

Supplying stone boulders of approved size and shape including

all leads and lifts.

Providing and fixing 48" x 30" x 30" (1.2m x 0.75m x 0.75m) clear

size frame in approved design and drawings of shisham wood

2"x2" (50mm x 50mm) posts and frame with barbed wire in tree

guards of required shape.

Supplying and fixing 48" x 30" x 30" (1.2m x 0.75m x 0.75m clear

size frame in approved design and drawings of angle iron 18" x

18" x 1/4" (38mm x 38mm x 6mm) including painting and barbed

wire in tree guards of required shape.

Providing and fixing first class burnt brick 4.5" (114 mm) thick

masonry honey combed in tree guards average 5 ft (1.5 m) dia

and 5 ft (1.5m) high including foundation set in 1:6 cement mortar

including curing and 3 coats of white washing (outside) as per

approved design and drawings.

29 - 2



Labour Composite

Ref. Tech.

Specs.


g) PVC Pipe, 1.5 inches Dia, D-Class R.M. 10.20 155.10

h) PVC Pipe, 1.25 inches Dia, D-Class R.M. 10.20 120.30

29-22

a) PVC Pipe, 25 mm Dia, PN-6 R.M. 10.20 64.70

b) PVC Pipe, 32 mm Dia, PN-6 R.M. 10.20 79.75

c) PVC Pipe, 40 mm Dia, PN-6 R.M. 10.20 97.15

d) PVC Pipe, 50 mm Dia, PN-6 R.M. 10.20 119.15

e) PVC Pipe, 63 mm Dia, PN-6 R.M. 10.20 149.30

f) PVC Pipe, 75 mm Dia, PN-6 R.M. 10.20 202.65

g) PVC Pipe, 90 mm Dia, PN-6 R.M. 10.20 260.60

h) PVC Pipe, 110 mm Dia, PN-6 R.M. 10.20 390.40

i) PVC Pipe, 140 mm Dia, PN-6 R.M. 10.20 596.75

j) PVC Pipe, 160 mm Dia, PN-6 R.M. 10.20 813.55

29-23 Providing, laying, cutting, jointing, testing and disinfecting PE

pipes confirming to ISO-4427 complete in all respects.

a) PE Pipe, 110 mm Dia, PN-8 R.M. 20.40 568.70

b) PE Pipe, 90 mm Dia, PN-8 R.M. 20.40 384.40

c) PE Pipe, 75 mm Dia, PN-8 R.M. 20.40 274.25

d) PE Pipe, 63 mm Dia, PN-8 R.M. 20.40 198.90

e) PE Pipe, 50 mm Dia, PN-8 R.M. 20.40 132.85

f) PE Pipe, 40 mm Dia, PN-8 R.M. 0.00 95.75

29-24 Providing, laying, cutting, jointing, testing and disinfecting PE

pipes confirming to ISO-4427 complete in all respects.

a) PE Pipe, 110 mm Dia, PN-10 R.M. 20.40 695.05

b) PE Pipe, 90 mm Dia, PN-10 R.M. 20.40 826.40

c) PE Pipe, 75 mm Dia, PN-10 R.M. 20.40 327.60

d) PE Pipe, 63 mm Dia, PN-10 R.M. 20.40 242.95

e) PE Pipe, 63 mm Dia, PN-10 R.M. 20.40 242.95

f) PE Pipe, 50 mm Dia, PN-10 R.M. 20.40 159.50

g) PE Pipe, 40 mm Dia, PN-10 R.M. 20.40 109.65

29 - 3



Labour Composite

Ref. Tech.

Specs.


29-25 Providing and fixing at site Sand Media/ Gravel Filter comfirming

to ISO 9912 Imported or approved equivalent (similar

specifications), complete in all respects.

a) Discharge Capacity 10 m3/hr Nos. 705.00 40,258.90

b) Discharge Capacity 20 m3/hr Nos. 720.00 45,924.75

c) Discharge Capacity 25 m3/hr Nos. 720.00 56,077.35

d) Discharge Capacity 30 m3/hr Nos. 720.00 57,225.45

e) Discharge Capacity 35 m3/hr Nos. 720.00 62,876.30

f) Discharge Capacity 40 m3/hr Nos. 720.00 67,149.20

g) Discharge Capacity 45 m3/hr Nos. 720.00 74,668.90

h) Discharge Capacity 50 m3/hr Nos. 720.00 83,783.25

i) Discharge Capacity 60 m3/hr Nos. 720.00 88,868.60

29-26 Providing and fixing at site Disc Filter, comfirming to ISO 9912

Imported or approved equivalent (similar specifications),

complete in all respects.









i) Discharge Capacity 60 m3/hr 720.00 32,826.80

29-27 Providing and fixing at site Screen Filter, comfirming to ISO 9912









29 - 4



Labour Composite

Ref. Tech.

Specs.


29-28 Providing and fixing at site Semi Automatic Cleaning/ Screening

Filter, comfirming to ISO 9912 Imported or approved equivalent

(similar specifications), complete in all respects.






29-29 Providing and fixing at site Hydrocyclone Filter, comfirming to

ISO 9912 Imported or approved equivalent (similar










i) Discharge Capacity 80 m3/hr Nos. 720.00 56,280.95

29-30 Providing and fixing at site Ventury Assembly, comfirming to ISO

15873 Imported or approved equivalent (similar specifications),


a) Ventury Assembly, 1" Nos. 300.00 3,800.80

b) Ventury Assembly, 1.5" Nos. 300.00 6,819.75

c) Ventury Assembly, 2" Nos. 300.00 7,300.55

29-31 Providing at and fixing site Fertilizer Tank, comfirming to ISO

standard, Imported or approved equivalent (similar


a) Fertilizer Tank, 30 Litres Nos. 300.00 11,077.55

b) Fertilizer Tank, 60 Litres Nos. 300.00 15,301.05

c) Fertilizer Tank, 90 Litres Nos. 300.00 16,956.20

d) Fertilizer Tank, 120 Litres Nos. 300.00 19,895.50

e) Fertilizer Tank, 150 Litres Nos. 300.00 21,855.05

f) Fertilizer Tank, 200 Litres Nos. 300.00 28,923.15

29 - 5



Labour Composite

Ref. Tech.

Specs.


29-32 Providing and fixing at site Integrated Drip Line, comfirming to

ISO- 8779, Imported or approved equivalent (similar


a) Drip Line Plain, 12 mm (Wall Thickness 1mm) R.M. 10.20 25.25

b) Drip Line Plain, 15 mm (Wall Thickness 1mm) R.M. 10.20 29.90

c) Drip Line Plain, 16 mm (Wall Thickness 1mm) R.M. 10.20 35.70

d) Drip Line Plain, 20 mm (Wall Thickness 1.5mm) R.M. 10.20 46.15

e) Drip Line Plain, 25 mm (Wall Thickness 1.5mm) R.M. 10.20 68.15

f) Drip Line Plain, 32 mm (Wall Thickness 2.0mm) R.M. 10.20 79.75

29-33 Providing and fixing at site Integrated Drip Line 16 mm thickness,

comfirming to ISO- 9261, Imported or approved equivalent


a) Emitter spacing at 0.20 m R.M. 10.20 35.70

b) Emitter spacing at 0.30 m R.M. 10.20 36.85

c) Emitter spacing at 0.40 m R.M. 10.20 35.70

d) Emitter spacing at 0.50 m R.M. 10.20 36.85

e) Emitter spacing at 0.60 m R.M. 10.20 38.00

29-34 Providing and fixing at site Integrated Drip Line 20mm thickness,

comfirming to ISO- 9261, Imported or approved equivalent


a) Emitter spacing at 0.20 m R.M. 10.20 36.40

b) Emitter spacing at 0.30 m R.M. 10.20 38.40

c) Emitter spacing at 0.40 m R.M. 10.20 36.40

d) Emitter spacing at 0.50 m R.M. 10.20 39.45

e) Emitter spacing at 0.60 m R.M. 10.20 38.40

29-35 Providing and fixing at site Drippers, comfirming to ISO- 926,



a) 20 Litres per Hours R.M. 10.20 27.35

b) 24 Litres per Hours R.M. 10.20 27.35

c) 40 Litres per Hours R.M. 10.20 29.35

d) 70 Litres per Hours R.M. 10.20 29.35

e) 80 Litres per Hours R.M. 10.20 31.35

29 - 6



Labour Composite

Ref. Tech.

Specs.


29-36 Providing at site Drippers, comfirming to ISO- 926, Imported or

approved equivalent (similar specifications), complete in all

respects.

a) 20 Litres per Hours Nos. 10.20 27.35

b) 25 Litres per Hours Nos. 10.20 27.35

c) 40 Litres per Hours Nos. 10.20 29.35

d) 80 Litres per Hours Nos. 10.20 31.35

29-37 Providing and installing PreCast Parabolic Segments (PCPS) for

lining of Watercourses as per drawings and with concrete mix

ratio of 1:1:2, compacted on vibrating table, curing (Pond) for 28

days in the manufacturing yard, transporting from yard to field,

laying/ installing at sites as per engineering design nd slope,

ensuring proper jointing of male female ends and filling joints with

1:3 cement sand mortor and finally compacted backfilling along

bothsides as per dimensions indicated on drawings and to the full

satisfaction of Engineer in charge.

5.70

a) Precast Water Channel (PCPL) (14 x 9) Nos. 307.50 1,025.10

b) Precast Water Channel (PCPL) (18 x 12) Nos. 307.50 1,158.95

c) Precast Water Channel (PCPL) (24 x 18) Nos. 540.00 1,880.00

d) Precast Water Channel (PCPL) (24 x 14) Nos. 540.00 1,554.30

e) Precast Water Channel (PCPL) (30 x 21) Nos. 540.00 1,955.90

f) Precast Water Channel (PCPL) (36 x 24) Nos. 540.00 2,407.15

g) Precast Water Channel (PCPL) (45 x 27) Nos. 540.00 2,877.70

h) Precast Water Channel (PCPL) (45 x 27) Nos. 720.00 3,242.65

i) Precast Naka Structure 15'' Nos. 720.00 1,200.25

j) Precast Naka Structure 18'' Nos. 180.00 763.95

k) Precast Naka Structure 20'' Nos. 180.00 1,277.10

L) Precast Naka Structure 24'' Nos. 270.00 1,607.20

29 - 7


Volume-I


SECTION 30

ELECTRICAL

INSTALLATIONS RATES FOR ALL FINISHED WORKS

INCLUDE THE REMOVAL OF SURPLUS DEBRIS, UNUSED MATERIAL AND BY

PRODUCTS


Chapter -30, (Electrical Installations)

Labour Composite

30-1 30.230.3

a) Point 480.00 4,433.25

b) Point 480.00 4,806.30

c) Point 840.00 4,793.25

d) Point 840.00 13,333.80

30-2 30.230.3

a) Point 384.00 3,546.60

b) Point 384.00 3,845.05

c) Point 672.00 3,834.60

d) Point 672.00 10,667.05

30-3 30.230.3

a) Point 720.00 1,877.30

b) Point 720.00 1,868.40

c) Point 780.00 1,544.10

d) Point 780.00 4,878.60

30-4 30.230.3

a) Point 216.00 563.20

b) Point 216.00 216.00

c) Point 234.00 463.25

Open pipe wiring with 3/4" (20 mm) dia. PVC conduit andaccessories such as bends, elbows, junction boxes etc.

Concealed wiring with 3/4" (20 mm) dia. PVC conduit andaccessories such as bends, elbows, junction boxes etc.


Concealed/open wiring from point to switch with length upto 30 ft.(10m) including any switch to switch wiring with 3x1.5 Sq.mm PVCinsulated single core copper conductor Pakistan Cables, Pioneer,Newage or approved equivalent cables,


Open batten wiring with wooden batten and accessories such asclamps, nails, junction boxes etc.

Ref. Tech.


Open pipe wiring with M.S. conduit and accessories such as bends,elbows, junction boxes etc.

Light circuit concealed/open wiring with length upto 75 ft. (25m) fromdistribution board to point/switch with 3x2.5 Sq.mm PVC insulatedsingle core copper conductor Pakistan Cables, Pioneer, Newage orapproved equivalent cables for offices/multi storeyed buildings.





Light circuit concealed/open wiring with length upto 65 ft. (20m) fromdistribution board to point/switch with 3x2.5 Sq.mm PVC insulatedsingle core copper conductor Pakistan Cables, Pioneer, Newage orapproved equivalent cables for offices/multi storeyed buildings.




Rate (Rs.)Unit

Concealed/open wiring from point to point with length upto 10 ft. (3m)with 3x1.5 Sq.mm PVC insulated single core copper conductorPakistan Cables, Pioneer, Newage or approved equivalent cables.



30 - 1



Labour Composite

Ref. Tech.


Rate (Rs.)Unit

d) Point 234.00 1,463.60

30-5 30.230.3

a) Point 960.00 2,465.00

b) Point 960.00 4,189.20

c) Point 960.00 4,281.25

d) Point 960.00 9,415.20

30-6 30.230.3

a) Point 1,080.00 3,284.65

b) Point 1,080.00 5,116.50

c) Point 1,080.00 5,231.55

d) Point 1,080.00 11,649.00

30-7 30.230.3

a) Point 1,320.00 3,966.25

b) Point 1,320.00 5,976.60

c) Point 1,320.00 6,114.65

d) Point 1,320.00 13,815.60

30-8 30.230.3

a) Point 600.00 1,469.55

b) Point 600.00 2,312.90

Concealed/open wiring for two way light points such that three lightpoints are controlled by 2 numbers two way switches and length fromswitches to point is upto 50 ft. (15m) with 3x1.5 Sq.mm PVCinsulated single core copper conductor Pakistan Cables, Pioneer,Newage or approved equivalent cables

Concealed/open wiring for 5 Amp. Socket outlets from nearestavailable circuit with a length upto 20 ft. (6m) with 3x1.5 Sq.mm PVCinsulated single core copper conductor Pakistan Cables, Pioneer,Newage or approved equivalent cables









Description same as item 30- 3 but wiring for two-way light pointssuch that one light point is controlled by two numbers two-wayswitches and length from switches to point is upto 30 ft. (10 m).








Concealed/open wiring for two way light points such that two lightpoints are controlled by 2 numbers two way switches and length fromswitches to point is upto 40 ft. (12.5 m) with 3x1.5Sq.mm PVCinsulated single core copper conductor Pakistan Cables, Pioneer,Newage or approved equivalent cables

30 - 2



Labour Composite

Ref. Tech.


Rate (Rs.)Unit

c) Point 600.00 2,368.10

d) Point 600.00 5,448.50

30-9 R.M. 38.40 334.45 30.2R.ft. 11.70 101.95 30.3

30-10 R.M. 38.40 228.15 30.2R.ft. 11.70 69.55 30.3

30-11 No. 60.00 515.40 30.2

30.3

30-12 Description same as in Item 30-11 but with 2 gang switch. No. 80.00 720.20 30.230.3

30-13 Description same as in Item 30-11 but with 3 gang switch. No. 100.00 845.8030.2

30-14 Description same as in Item 30-11 but with 4 gang switch. No. 120.00 976.70 30.3

30-15 No. 100.00 1,091.30 30.230.3

30.230-16 No. 240.00 431.40 30.3

30.230.3

30-17 No. 480.00 720.50

30.230.3

30-18 No. 360.00 646.00

30-19 No. 120.00 938.75 30.2

30.3

30-20 Description same as in item 30-19 but 3 pin 15 Amps. switch socketunit.

No. 120.00 1,045.0030.230.3

30-21 R.M. 28.80 64.65R.ft. 8.80 19.70 30.2

30.330-22 R.M. 28.80 80.90 30.2

R.ft. 8.80 24.65 30.3

30-23 R.M. 33.60 101.90 30.2R.ft. 10.25 31.05 30.3

30-24 33.60 130.75 30.2R.ft. 10.25 39.85 30.3

30-25 R.M. 48.00 177.55 30.2R.ft. 14.65 54.10 30.3

Description same as in item 30-21 except 1.5" (40mm) dia PVCconduit.

Description same as in item 30-21 except 2" (50mm) dia PVCconduit.

Description same as in item 30-17 but upto 4 to 6 switches on acommon board.

Supply and installation of 3/4" (20 mm) dia PVC concealed conduitincluding all accessories such as bends, elbows etc.

Description same as in Item 30- 9 but with 2.5 sq.mm PVC insulatedsingle core copper conductor cable.


Wiring of 5 Amps. socket outlet with 4 sq.mm PVC insulated singlecore copper conductor cable including 3/4" (20mm) dia. PVC conduit,8.7sq.mm (10SWG) copper wire as earth continuity conductor andwiring accessories such as bends, elbows, junction boxes etc.


Description same as in item 30-21 except 1.25" (30mm) dia PVCconduit.

Description same as in item 30-21 except 1" (25mm) dia PVCconduit.

Supply and install combined 2/3 pin 5 Amps, 250 Volt switch socketunit including plastic box to be fixed recessed in wall.

Supply and installation of 5 Amp. 250 Volt, moulded, two-way singlepole, flush mounting type light control single switch includingappropriate size plastic box to be fixed recessed in wall.

Supply and install 5 Amp, 250 Volt moulded, one-way, single pole,flush mounting piano type light control switch on appropriate sizeplastic box to be fixed recessed in wall alongwith switch box andplate suitable for single switch on a common board.

Supply and install 1-gang, 5 Amp, 250 Volt,. plate type mouldedswitch including appropriate size plastic box to be fixed recessed inwall.

Supply and install 5 Amp, 250 Volt moulded, one-way, single pole,flush mounting piano type light control switch alongwith fan dimmerson appropriate size plastic box to be fixed recessed in wall alongwithswitch box and plate suitable for upto 3 switches on a commonboard.

30 - 3



Labour Composite

Ref. Tech.


Rate (Rs.)Unit

30-26 R.M. 177.85 1,143.75 30.2R.ft. 54.20 348.60 30.3

30.230-27 Description same as in item 30-26 but 2" (50 mm) dia. G.I. pipe. R.M. 177.85 1,735.05 30.3

R.ft. 54.20 528.85

30-28 Description same as in item 30-26 but 4" (100 mm) dia. G.I. pipe. R.M. 225.85 3,925.50 30.2R.ft. 68.85 1,196.50 30.3

30-29 Description same as in item 30-26 but 6" (150 mm) dia. G.I. pipe. R.M. 225.85 6,121.60 30.2R.ft. 68.85 1,865.90 30.3

30-30 Description same as in item 30-26 but 3" (75 mm) dia. PVC pipe. R.M. 177.85 368.20 30.2R.ft. 54.20 112.25 30.3

30-31 R.M. 177.85 474.60 30.2R.ft. 54.20 144.65 30.3

30-32 R.M. 9.60 63.25 30.2R.ft. 2.95 19.30

30.3

30-33 Description same as in item 30- 32 but 4.0 sq.mm cable. R.M. 9.60 97.35 30.2R.ft. 2.95 29.65 30.3

30-34 Description same as in item 30- 32 but 6 sq.mm cable. R.M. 9.60 139.90 30.2R.ft. 2.95 42.65 30.3





30-39 Description same as in item 30- 32 but 50 sq.mm cable. R.M. 19.20 1,088.10 30.2R.ft. 5.85 331.65 30.3

30-40 R.M. 79.20 2,185.65 30.2R.ft. 24.15 666.20 30.3

30.230-41 Description same as in item 30- 40 but 35 sq.mm 3.5 core cable. R.M. 79.20 2,792.25 30.3

R.ft. 24.15 851.10

30-42 Description same as in item 30- 32 but 6 sq.mm cable. R.M. 79.20 3,745.50R.ft. 24.15 1,141.65

30-43 Description same as in item 30- 40 but 70 sq.mm 3.5 core cable. R.M. 118.80 5,318.30R.ft. 36.20 1,621.05



Supply and install 25 sq.mm, 3.5 core, PVC insulated and sheathedmulticore, 600/1000V cable with copper conductor directly clippedon surface of wall, column, beam, ceiling, etc. for power wiring.

Supply and install 2.5 sq.mm PVC insultated single core600/1000V.cable with copper conductor in already concealed PVCconduit.

Description same as in item 30-26 but 4" (100 mm) dia. PVC pipe.

Supply and install 1.25" (30mm) dia G.I. pipe medium dutyunderground upto 36" (900mm) below finished surface forelectric/communication service to the entrance to buildings.

30 - 4



Labour Composite

Ref. Tech.


Rate (Rs.)Unit

30-46 R.M. 9.60 53.80R.ft. 2.95 16.40

30.230-47 Description same as in item 30- 46 but with 12 SWG (5.4 sq.mm) R.M. 9.60 78.80 30.3

R.ft. 2.95 24.00

30-48 Description same as in item 30- 46 but with 10 SWG (8.7 sq.mm) R.M. 9.60 127.90 30.2R.ft. 2.95 39.00 30.3

30-49 Description same as in item 30- 46 but with 8 SWG (13 sq.mm) R.M. 14.40 190.60 30.2R.ft. 4.40 58.10 30.3



30-52 Description same as in item 30- 46 but with 2 SWG (38.6 sq.mm) R.M. 19.20 506.30 30.2R.ft. 5.85 154.30 30.3

30-53 Description same as in item 30- 46 but with 1/0 SWG (53 sq.mm) R.M. 19.20 686.85 30.2R.ft. 5.85 209.35 30.3



30-56 No. 240.00 1,830.75 30.230.3

30-57 Description same as in item 30- 56 but with 30 Amps. switch. No. 240.00 2,785.20 30.230.3

30-58 Description same as in item 30- 56 but with 60 Amps. Switch. No. 240.00 4,694.1030.2

30-59 No. 160.00 1,735.60 30.330.230.3

30.230.3

30-60 No. 160.00 2,281.00

30-61 No. 160.00 4,402.00 30.230.3

30-62 No. 160.00 5,977.60 30.230.3

30-63 No. 160.00 5,614.00 30.230.3

30-64 No. 160.00 6,826.00 30.230.3

30-65 No. 160.00 5,614.00 30.230.3

Supply and install surface mounted flourescent light fixture with a40W. Lamp TMS-140 Philips type or approved equivalent completewith ballast, power factor improvement capacitor, starter etc. andincluding all installation materials.

Description same as in item 30- 59 but with industrial reflector and 1No. 40W lamps, Philips GKD-140 or equivalent make

Description same as in item 30- 59 but with industrial reflector and 2Nos. 40W lamps, Philips GKD-240 or equivalent make

Description same as in item 30- 59 but with 2 Nos. 40W lamps,Philips TMS-240 or equivalent make

Supply and install 15 Amp, triple pole, 415 volts metal clad loadbreaker switch on surface of walls.

Description same as in item 30- 59 but with acrylic plastic cover orlouvers and one No. 40W. Lamps, Philips type GMS-176 orapproved equivalent.

Description same as in item 30- 59 but with acrylic plastic cover orlouvers and two Nos. 40W. Lamps, Philips type GMS-276 orapproved equivalent.

Description same as in item 30- 59 but with acrylic plastic cover orlouvers and four Nos. 20W. Lamps, Philips type TCS-420L orapproved equivalent.

Supply and installation of 14 SWG (3.2 sq.mm) solid bare harddrawn electrolytic copper wire as earth continuity conductor inalready installed/laid conduit or underground pipe.

30 - 5



Labour Composite

Ref. Tech.


Rate (Rs.)Unit

30-66 No. 160.00 8,038.00 30.230.3

30-67 No. 160.00 1,735.60 30.230.3

30-68 No. 160.00 1,311.40 30.230.3

30-69 No. 160.00 5,008.00 30.230.3

30-70 No. 200.00 6,017.60 30.2

30.3

30-71 No. 200.00 5,048.00 30.2

30.3

30-72 No. 200.00 7,229.60

30-73 No. 160.00 7,964.50

30-74 No. 160.00 4,724.50

30-75 No. 120.00 2,104.50

30-76 No. 120.00 2,704.50

30-77 No. 120.00 5,524.50

30-78 No. 120.00 5,160.00

30-79 No. 360.00 18,960.00

30-80 No. 360.00 19,560.00

30-81 No. 360.00 21,960.00

30.2 - 30.3

Description same as in item 30- 59 but with acrylic plastic cover orlouvers and six Nos. 20W. lamps, Philips type GMS-276 or approvedequivalent.

Description same as item 30-80 but with 250W son & Ignitor PhilipsHRC-511 type or approved equivalent.

Supply and install ceiling mounted incandescent light fixture withglass cover and 2 - 60W lamps, Philips type NCD-533 or approvedequivalent.

Description same as in item 30- 59 but with batten and one No. 20W.Lamps, Philips type P-120 or approved equivalent.

Description same as in item 30- 75 but ceiling mounted, Philips typeNBR-511 or approved equivalent.

Supply and install recessed mounted incandescent light fixture with100W lamp including all installation materials, Philips type DDN-24 orapproved equivalent.

Supply and install weather proof incandescent light fixture comprisingdie-cast aluminium body with front glass cover fixed to the body bymeans of stainless steel screws and neoprene gasket, G.I. wireguard, 1 No 100W lamp, including all installation material Philips typeor approved equivalent.

Description same as in item 30- 59 but with batten and one No. 40W.Lamps, Philips type P-140 or approved equivalent.

Description same as item 30- 69 but with metal louvers and four Nos.20W lamps - Philips type TBS 300 / 240 MI or approved equivalent.

Supply and install weather proof incandescent light fixture comprisingdie-cast aluminium body with front glass cover fixed to the body bymeans of stainless steel screws and neoprene gasket, G.I. wireguard, 1 No 100W lamp, including all installation material Philips typeor approved equivalent.

Supply and install mercury vapour light fixture Philips HRC-511 typewith 250W. mercury vapour lamp, polyester filled ballast on alreadyinstalled tubular pole.

Supply and install wall mounted incandescent light fixture with 60Wlamp, Philips type NBRS-511 or approved equivalent.

Supply and install recessed mounting flourescent light fixture with2Nos. 40W lamps acrylic plastic cover or louvers, Philips type TBS300E /240L or approved equivalent, complete with ballast, powerfactor improvement capacitor, starter etc. including all installationmaterial.

Description same as item 30- 69 but six Nos. 20W lamps - Philipstype TFC-620 or approved equivalent.

Supply and install high bay mercury vapour light fixture with 400W.HPLN lamp ballast, with ballast housing, pipe fixing arrangement etc.Philips HDK-463 type or approved equivalent.

Description same as item 30- 69 but with four Nos. 40W lamps,Philips type TBS 300 / 240 MI or approved equivalent.

30 - 6



Labour Composite

Ref. Tech.


Rate (Rs.)Unit

30-82 No. 360.00 17,400.00

30-83 No. 360.00 15,360.00

30-84 No. 480.00 42,480.00

30-85 No. 360.00 20,760.00 30.2

30-86 No. 360.00 11,760.00 30.3

30-87 No. 360.00 4,560.00

30-88 Description same as iterm 30- 87 but with 48" sweep ceiling fan. No. 360.00 3,660.00

30-89 a) Rewinding of 56" and 48" sweep ceiling fan. No. 900.00 900.00

b) Fixing of ceiling fan to ceiling No. 360.00 360.00

30-90 No. 240.00 643.20

30-91 Job 4,906.20 60,471.15

30-92 Job 2,640.00 21,911.40

30-93 R.M. 28.80 562.00R.ft. 8.80 171.30

30-94 R.M. 30.25 590.10R.ft. 9.20 179.85

30-95 Job 960.00 5,094.25

Supply and install wall mounted weather proof flood light fixture with250W,HPL-N mercury vapour lamp, ballast starter, power factorimprovement capacitor, including accessories, installation materials.Philips H/SVF-10 type or approved equivalent.

Description same as in item 30- 93 but underground at a depth of 24"(600mm) from ground level.

Description same as in item 30- 82 but with HPLN-80W lamp PhilipsHRC-510/80W type or approved equivalent.

Supply and install mercury vapour light fixture with 125W PHL-Nlamp. ballast starter, power factor improvement capacitor includingsuspension rod with fixing arrangement, accessories etc, PhilipsHRP 38 type or approved equivalent.

Supply and install earth connecting point of 10"x 2"x 1/4" (255mm x50mm x 6mm) size of tinned copper bar, including brass/tinnedcopper bolts, nuts and washers.

Description same as in item 30- 85 but with 400W. HPL-N lampPhilips H/SVF-10 type or approved equivalent.

Supply and install 8 ft (2.5 m) long 5/8" (16mm) dia hard-drawncopper rod earth electrode underground for lighting protectionincluding all accessories such as nuts, bolts, fixing clamps etc. Theearth electrode shall be installed such that its top is 14" (350mm)below finished ground level.

Supply and install 56" (1.42 m) sweep ceiling fan with fan hook anddimmer complete with all accessories.

Supply and install pair of earth electrode comprising 13 ft (4m) long2" (50mm) dia G.l. pipe having 3/8" (10mm) dia holes at 20"(500mm) c/c all along the length of pipe burie 15ft (4.5m)underground in upright position including all accessories for completeinstallation such as nuts bolts, washers 2x3/0 SWG copperconductor earthing lead complete in all respect.

Supply and install pair of earth electrode each comprising 24"x12"(600mmx 3mm) thick copper plate buried 13 ft. (4m) deepunderground in upright position in a pit and surrounded by mixture ofsalt and charcoal (1:3), 12" (300mm) min dia around the plate. Thejob also includes providing and fixing all accessories such as nuts,bolts, washers, 2x3/0 SWG (2x70mm) copper conductor earthinglead.

Supply and install 12" x 1/8" (25mm x 3mm) copper strip for lightingprotection including all installation accessories such as copperclamps nuts, bolts, washers, testing terminal etc. on surface of roof,wall etc.

Supply and install 100W wall mounted emergency lighting unit with 2lamps, Ni-Cd battery, battery charger unit and wall mounting bracket,Presto-beam, Model st-v

30 - 7



Labour Composite

Ref. Tech.


Rate (Rs.)Unit

30-96 Job 960.00 4,063.35

30-97 Job 3,184.90 7,948.95

30-98 No. 40.00 245.20

30-99 No. 1,920.00 4,048.60 30.4

30.430-100 No. 1,920.00 7,521.55

30-101 No. 1,920.00 8,333.80 30.4

30-102 No. 1,920.00 9,762.15 30.4

30-103 No. 1,920.00 11,722.70 30.4

30-104 R.M. 984.00 27,912.00 30.4R.ft. 299.95 8,507.70

30-105 Description same as in item 30- 104 but with 1200A bus tie duct. R.M. 984.00 41,376.00R.ft. 299.95 12,611.55

30-106 Description same as in item 30- 104 but with 1600A bus tie duct. R.M. 984.00 41,376.00R.ft. 299.95 12,611.55

30-107 Job 435.00 5,577.00 30.230.3

30-108 a) Supply and Install wall Mounted Split Air Conditioners invertor EnergySaver Model 1 Ton

Job 1,200.00 77,700.00

b) Supply and Install wall Mounted Split Air Conditioners invertor EnergySaver Model 1.5 Ton

Job 1,200.00 93,612.00

c) Supply and Install wall Mounted Split Air Conditioners invertor EnergySaver Model 2 Ton

Job 1,200.00 197,652.00

30-109 a) Supply and Install Cabnet Type Split Air Conditioners invertor EnergySaver Model 2.5 Ton

Job 2,400.00 224,556.00

b) Supply and Install Cabnet Type Split Air Conditioners invertor EnergySaver Model 3 Ton

Job 2,400.00 316,356.00

c) Supply and Install Cabnet Type Split Air Conditioners invertor EnergySaver Model 4Ton

Job 2,400.00 438,756.00

Provide, install, connect, test and commission 3 phase 500V, 800Amps, L.T.. Bus-tie duct for connection between transformer L.T andL.T. switch board. Bus-duct shall comprise rectangular copperconductor insulated and enclosed in corrosion resistant sheet steelenclosure complete with all installation, supporting materials andaccessories.

Supply and install recessed type telephone distribution box suitablefor 20 pair cable including appropriate size 16 SWG sheet steel boxwith hinged, latched and lockable cover.

Description same as in item 30- 99 but with 100 pair telephonedistribution box.

Supply, install, connect Ceiling Fan energy efficent model asapproved and rated 3-Star by NEECA with power consumption ofless than 80 W+10%

Construction of 20" x 20" (500mm x 500 mm) square inspectionchamber for earth electrodes including medium duty C.I. cover andall associated civil works.

Supply and install wall mounted 4 ways, 5 Amp, flush mounting typetelephone rosette including plastic box and face plate.



Supply and install 6.5 ft (2 m) long 3/8" (10mm) dia vertical airtermination hard-drawn copper rod vertically on building top,including all fixing accessories such as copper flanges, mild steelanchor bolts, copper clamps etc.


30 - 8



Labour Composite

Ref. Tech.


Rate (Rs.)Unit

30-110 R.M. 264.00 9,003.35R.ft. 80.45 2,744.25

30-111 Each 480.00 2,512.80 30.230.3

30-112 Each 160.00 2,014.00 30.2

30.3

30-113 Each 360.00 2,760.00 30.230.3

30-114 Each 360.00 3,079.20 30.230.3

30-115 Job 1,920.00 25,356.00 30.230.3

30-116 a) Job 1,920.00 28,090.20 30.230.3

b) Extra for installing each number circuit breaker 6 Ampere on samedistribution board and bus bar (For outgoing)

Job 480.00 2,748.0030.2

30.3

30-117 Supply and install Energy Saver electric bulbs

a) 25W to 100W Each 15.00 69.00

b) 200 Watt bulb Each 15.00 165.00

c) 25W Philips energy saver Each 15.00 315.00

30-118

a) 1 HP electric motor with pump Each 870.00 15,270.00

b) 1/2 HP electric motor with pump Each 870.00 11,298.00

c) Rewinding of electric motor 1 HP Each 1,560.00 2,820.00

d) Rewinding of electric motor 1/2 HP Each 1,170.00 2,118.00

30-119 300.00 1,290.00

30-120 Each 240.00 1,665.60

Supply and install 30 Amp. electric cutout (set of three) including allaccessories.

Each set

Supply and install 40W electric tube light rod including patty

Supply and install 20" (500 mm) sweep revolving bracket fan withguard.

Supply and install distribution board, 18 SWG steel sheet 18"x24"enclosure, suitable for recess mounting, comprising one incomingMCCB-TP/100A, Outgoing 9 single phase MCB of various capacitywith internal wiring earthing, neutral link etc. alongwith three DigitalAmp. meters with lights.

Supply and install Electric motors with pump including allaccessories.

Supply and install 10" (250 mm) sweep exhaust fan including plasticlouvers.

Supply and install single arm fancy wall bracket comprising brassbracket, apple white cylinderical glass shade, lamp holder with 100Wlamp.

Wiring of bell point length upto 50 ft (15m) including supply of belland bell push, 3x1.5 Sq.mm PVC insulated single core copperconductor cable in concealed PVC 3/4" (20mm) dia. conduit andwiring accessories such as elbows, bends, junction boxes, etc

Supply, install, connect, test and commission 3 core 95 Sq.mm 11KV, cross link polythene insulated shielded, armoured and PVCjacketted cable for connecting transformers to HT panel complete inall respect.

Provide, install, test and commission recessed wall mounting typedistribution board fabricated from 16 SWG steel sheet, powdercoated with approved color back box comprising one incomingMCCB-TP/60A and outgoing 9 single phase MCB of various capacityhaving overload & short circuit protection and of 6 KA brakingcapacity complete with internal wiring earthing, nuetral link,termination blocks, phase indicating lights alongwith 500V voltmeter.

30 - 9



Labour Composite

Ref. Tech.


Rate (Rs.)Unit

30-121 Supply and replace

a) Tube patty Each 120.00 1,317.00

b) Tube rod Each 24.00 180.00

c) Tube choke (EECO or equivalent) for maintenance work only Each 75.00 440.40

d) Tube starter for maintenance work only Each 24.00 60.00

30-122 Supply and install

a) Brass holder for maintenance work only Each 24.00 182.40

b) Plastic holder including base plate Each 24.00 182.40

30-123 Supply and install

a) 35 gallons electric geyser Each 360.00 19,260.00

b) 55 gallons electric geyser Each 360.00 21,150.00

30-124 Light Fixture Philips Type LED 13W,complete in all respect with alliedaccessories or approved equivalent. The fitting shall be approved bythe Engineer.

a) LED Bulbs Each 162.95 822.95

b) LED Panel Lights Each 162.95 16,362.95

c) LED Tube Light Each 162.95 2,382.95

30-125 Supply, installation, testing and commissioning of 220 Volts, singlephase, 50 Hz Brand New UPS complete in all respect of the followingrating:

a) 750 Watt Each 1,629.60 36,480.00

b) 1000 Watt Each 1,629.60 36,480.00

c) 1500 Watt Each 1,629.60 42,480.00

d) 2000 Watt Each 1,629.60 72,480.00

30-126 FIRE ALARM SYSTEMa) Fire resistance insulated 2-core, 1.5mm2 cable in PVC Conduits in

25 mm2 conduitR.M. 133.65 268.35

b) Addressable break glass manual call stations (Copper Menvier UK, Honey well,Gent or approved equivalent).

R.M. 162.95 4,482.95

c) Addressable sounder and accessories (Copper Menvier UK, Honey well,Gent or approved equivalent).

R.M. 162.95 7,362.95

d) Addressable Photo electric Smoke Detectors as approved by the engineer (Copper Menvier UK, Honey well, Gent or approved equivalent).

R.M. 169.75 3,769.75

30 - 10



Labour Composite

Ref. Tech.


Rate (Rs.)Unit

e) Addressable Heat Detectors as approved by the engineer (Copper Menvier UK, Honey well, Gent or approved equivalent).

R.M. 169.75 3,769.75

f) Addressable Fire Alarm Control Panel as per project specified requirements (2 Loop) including backup battery, complete with all installation accessories, testing and commissioning (Copper Menvier UK, Honey well, Gent or approved equivalent). Job 5,092.50 198,842.50


a) For first floor % 10.0%

b) For every additional floor above first floor % 7.5%

30-128 Supply and install Pole mounted weather proof LED 50 Watt fixture including accessories, installation materials. Philips or approved equivalent

Nos. 5,092.50 23,092.50

30-129 No. 60.00 792.60 30.2

30.3

30-130 Description same as in Item 30-129 but with 2 gang switch. No. 80.00 931.40 30.230.3

30-131 Description same as in Item 30-129 but with 3 gang switch. No. 100.00 1,017.4030.2

30-132 Description same as in Item 30-129 but with 4 up to 6 gang switch. No. 120.00 1,103.4030.3

30-133 No. 100.00 1,888.60 30.230.3

30-134 No. 480.00 3,008.50 30.230.3

Supply and install 1-gang, 5 Amp, 250 Volt,. plate type mouldedClipsal/Schneider or equivalent imported switch including appropriatesize plastic box to be fixed recessed in wall.

Supply and installation of 5 Amp. 250 Volt, moulded, two-way singlepole, flush mounting type light control single switch includingappropriate size plastic box to be fixed recessed in wall.

Supply and install 5 Amp, 250 Volt moulded, one-way, single pole,flush mounting piano type light control switch alongwith fan dimmerson appropriate size plastic box to be fixed recessed in wall alongwithswitch box and plate suitable for upto 3 switches on a common board(Clipsal-Schneider or equivalent)

30 - 11


Volume-I


SECTION 31

MISCELLANEOUS RATES FOR ALL FINISHED WORKS

INCLUDE SITE CLEARANCE


Vol -1, 2018Chapter -31, (Misc.)

Labour Composite

31-1 Solar System (Chinese)

a) Supply, Install, connect, test and commission of

SOLAR PANEL (Chinese) & accessories.Per Watt 7.65 90.25

31-2

b) Supply, Install, connect, test and commission of

SOLAR INVERTER (Chinese) & accessories.Per Watt 7.65 41.30

31-2

c) Supply, Install, connect, test and commission of

SOLARCHARGE CONTROLLER (Chinese) &

accessories.

Per Amp @

12/24 Volts5.10 1,112.80

31-2

d) Supply, Install, connect, test and commission of

SOLARMOUNTING STRUCTURE (Chinese) &

accessories.

31-2

i) Fixed Per Watt 2.55 20.30

ii) Movable Per Watt 2.55 32.55

e) Supply, Install, connect, test and commission of

BATTERIES-LEAD ACID & accessories.

31-2

i) 600 Cycle PER AH 5.10 194.80

ii) 1000 Cycle PER AH 5.10 305.00

iii) 1500 CyclePER AH 5.10 965.95

iv) 2000 CyclePER AH 5.10 1,112.80

f) Supply, Install, connect, test and commission of

2VOLT CELL-MAINTENANCE FREE & accessories.

(1000 Cycles)

PER AH 5.10 767.20

31-2

g) Supply, Install, connect, test and commission of

2VOLT CELL-MAINTENANCE FREE & accessories.

(600 Cycles)

PER AH 5.10 641.20

31-2

h) Supply, Install, connect, test and commission of

BATTERIES-MAINTENANCE FREE Li- ion (PO4) &

accessories.

PER AH 5.10 1,271.20

31-2

i) Supply, Install, connect, test and commission of

BATTERIES-GEL 1000 Cycles & accessories.PER AH 5.10 329.45

31-2

j) Supply, Install, connect, test and commission of

BATTERIES-GEL 600 & accessories.PER AH 5.10 256.00

31-2

k) Supply, Install, connect, test and commission of

BATTERIES-AGM 600 & accessories.PER AH 5.10 684.40

31-2

l) Supply, Install, connect, test and commission of

BATTERIES-AGM 1000 & accessories.PER AH 5.10 929.20

31-2

Sr. No.Description

UnitRate (Rs.)

Ref. Tech.

Specs.

31 - 1



Labour CompositeSr. No.

DescriptionUnit

Rate (Rs.)Ref. Tech.

Specs.

31-2 Solar System (European)

a) Supply, Install, connect, test and commission of

INVERTER (European) & accessories.

Per VA 7.65 78.05 31-2

b) Supply, Install, connect, test and commission of

CHARGE CONTROLLER (European) & accessories.

31-2

i) MPPT Per Amp

@ 12/24

Volts

5.10 2,254.80

ii) PWM Per Amp

@ 12/24

Volts

5.10 745.60

31-3Supply, Install, connect, test and commission of CABLES &

accessories.

31-2

DC Cable

- Stranded and flexible insulated copper DC wires and

cables must be used for all outdoor and indoor

installations.

- voltage drop must not exceed 1% on DC side of the

power inverter and 1.5% on AC side of the power inverter.

- The wiring that leads into the pole, protected in a PVC

Spiral / Flexible conduit.

- External cables adapted to outdoor exposure as per IEC

60811.

- The outer insulation: sunlight (UV)-resistant and weather-

proof. a) DC Cable 1.5 mm2 Single Core R.M. 5.10 54.05

R.ft. 1.55 16.45

b) DC Cable 2.5mm2 Single Core R.M. 5.10 63.85

R.ft. 1.55 19.45

c) DC Cable 4mm2 Single Core R.M. 5.10 80.05

R.ft. 1.55 24.40

d) DC Cable 4mm2 Two Core R.M. 5.10 179.50

R.ft. 1.55 54.70

e) DC Cable 6mm2 Single Core R.M. 5.10 110.65

R.ft. 1.55 33.75

f) DC Cable 6mm2 two Core R.M. 5.10 256.00

R.ft. 1.55 78.05

g) DC Cable 6mm2 four Core R.M. 5.10 485.50

R.ft. 1.55 148.00

h) DC Cable 10mm2 Single Core R.M. 5.10 179.50

R.ft. 1.55 54.70

31 - 2




DescriptionUnit


Specs.

i) DC Cable 10mm2 two Core R.M. 5.10 409.00

R.ft. 1.55 124.65

j) DC Cable 10mm2 Four Core R.M. 5.10 721.15

R.ft. 1.55 219.80

k) DC Cable 16mm2 single Core R.M. 5.10 256.00

R.ft. 1.55 78.05

l) DC Cable 16mm2 two Core R.M. 5.10 838.95

R.ft. 1.55 255.70

m) DC Cable 16mm2 Four Core R.M. 5.10 1,111.30

R.ft. 1.55 338.75

n) DC Cable 25mm2 single Core R.M. 5.10 390.65

R.ft. 1.55 119.05

o) DC Cable 25mm2 two Core R.M. 5.10 1,484.60

R.ft. 1.55 452.50

31-4 Supply and Install, connect, test and commission of

CCTV cameras (Chinese) complete with power cord,

interconnecting cables and mounting brackets &

accessories.

31-4

a) Indoor/Outdoor IP based static Camera withFull HD,

30-60 fps, 6 - 8 viewing profile, inbuilt IR, SD card

supported, PoE.

Each 765.00 68,697.00

b) Indoor / Outdoor PTZ Camera: with Full HD, 45-60

fps, 6-8 viewing profile, 150 meter IR, SD-card

supported

Each 765.00 327,261.75

c) Box Camera: with 32x zoom lens, Full HD, 30-60 fps,

6-8 viewing profile, SD card supported and external

casing with 50 meter plus IR, PoE.

Each 765.00 150,071.95

31-5 Network Video Recordera) Network Video Recorder (NVR): 64 channel,

400Mbps, with 4TB storage/HDD (Max. 12

storage/HDD support), complete with power cord,

interconnecting cables and mounting brackets &

accessories.

Each 4,080.00 1,283,160.00

b) Network Video Recorder (NVR): 16 channel, >320

Mbps with 2x3TB storage/HDD, complete with all

cables and allied mounting brackets & accessories.

Each 4,080.00 499,800.00


Core i7, 6/7th Generation with 2GB graphics Card for

Video Management system (VMS) with all allied

accessories.

Each 2,040.00 136,680.00

31-7 Supply & Installation of 24 port Layer-2 manageable

PoE enabled switch with 4U Rack & patch panel.

Each 5,100.00 127,500.00

31 - 3




DescriptionUnit


Specs.

31-8 Supply and Installation 24 port PoE based Layer-3

manageable aggregation switch with all allied

accessories.

Each 5,100.00 372,300.00


Fixed configuration manageable layer-2 aggregation

switch with Rack Mount Kit, power cord,

interconnecting cables & accessories.

Each 5,100.00 78,284.55

31-10 Providing and fixing of road blocker of any length ,

3.5 feet width , 2.5 feet height with Italian or

equivalent power pack unit including accumuator but

excluding Civil Works

R.M. 7,440.00 592,920.00

R.ft. 2,267.75 180,724.20

31-11 Providing and fixing of Tyre Killer of any length, local

made excluding Civil Works

R.M. 5,040.00 60,120.00

R.ft. 1,536.20 18,324.80

31-12 Providing and fixing Road boom barrier up to 4 m

• Hydraulic operator with opening and closing block

including siginal lights IP-24D

• Italian Brand Communello or approved equivalent

Nos. 7,440.00 478,680.00

31-13 Providing, Fixing and installing Access control

system including networking with cat 6 cable in

management system without pc but including

electromagnetic lock system.

Nos. 2,640.00 69,960.00

31-14 Providing and fixing of wakthrough gate of 33 zones

of Garrett or its Koreaian approved equivalent

including all accessories.

Nos. 2,040.00 464,040.00

31-15 Providing and fixing Bullet protection film for Bullet

proofing of Glass exclding the cost of glass.

Sq.m. 150.00 3,450.00

Sq.ft. 13.95 320.65

31-16 Supply, Installation, testing and commissioning of imported

brand new passenger/patient Elevator, Machine Room

Less (MRL), heavy duty fully complied and certified by

latest EN 81 Standards and for public use in buildings of

minimum features including but not limited to VVVF high

efficiency motor, complete stainless steel finish,indoor type

for ambient condition of 45 °C, capacity of 630 Kg/08

persons, speed 1 m/sec, 04stops/04 openings, total travel

height 16 m, entrance 900mm. Lift shall minimum includes

car, hoisting machinery, counter-weight, supports, brackets,

automatic controls, embedded parts, access ladder,

separator screen & trap door, electric overload buzzer,

shaft lightening, intercom system, gong, emergency

operation for cabin/door, emergency rescue device

(ups/battery) safety devices,Two (02) years of defect

liability period with spare parts for two years complete in all

respects as per specification and according to EN 81

standard compliance including civil works and electrical

accessories. (Also Refer to Technical data sheet) including

17 % Sales Tax on Supply, 5% Custom Duty , 6%

withholding tax & 2% other taxes.

Nos. 240,000.00 2,524,800.00 31.5

31 - 4




DescriptionUnit


Specs.


brand new Passenger/Patient Elevator, Machine Room







height 16 m, entrance 900mm. Lift shall minimum includes

car, hoisting machinery, counter-weight, supports, brackets,

automatic controls, embedded parts, access ladder,

separator screen & trap door, electric overload buzzer,

shaft lightening, intercom system, gong, emergency


(ups/battery) safety devices,Two (02) years of defect



standard compliance including civil works and electrical

assessories. (Also Refer to Technical data sheet).

Nos. 240,000.00 2,584,800.00 31.5









height 16 m, entrance 1100mm. Lift shall minimum

includes car, hoisting machinery, counter-weight, supports,

brackets, automatic controls, embedded parts, access

ladder, separator screen & trap door, electric overload

buzzer, shaft lightening, intercom system, gong, emergency


(ups/battery) safety devices,Two (02) Years of defect

liability period with spare parts for use of two years

complete in all respects as per specification and according

to EN 81 standard compliance including civil works and

electrical assessories. (Also Refer to Technical data sheet)

Nos. 240,000.00 2,714,800.00 31.5

31 - 5




DescriptionUnit


Specs.


















standard compliance compliance including civil works and


including 17 % Sales Tax on Supply, 5% Custom Duty , 6%

withholding tax & 2% other taxes

Nos. 240,000.00 2,764,800.00 31.5


















standard compliance compliance including civil works and


including 17 % Sales Tax on Supply, 5% Custom Duty , 6%

withholding tax & 2% other taxes

Nos. 240,000.00 2,814,800.00 31.5

31-21 Sludge removal in drains and disposal with 1 Km Cu.mD146:D161. 46.40 264.30

Cu.ft.. 1.30 7.50

31-22 Supply and install 10 Amp DC Circuit Breaker

a) Single Pole Circuit Breaker 10 Ampere Each 240.00 1,894.40

b) Single Pole Circuit Breaker 16 Ampere Each 240.00 1,894.40

c) Single Pole Circuit Breaker 20 Ampere Each 240.00 1,894.40

d) Single Pole Circuit Breaker 25 Ampere Each 240.00 2,021.65

e) Single Pole Circuit Breaker 40 Ampere Each 240.00 2,148.90

f) Single Pole Circuit Breaker 50 Ampere Each 240.00 2,530.70

g) Single Pole Circuit Breaker 63 Ampere Each 240.00 2,530.70

h) 2 Pole Circuit Breaker 10 Ampere Each 240.00 2,912.45

i) 2 Pole Circuit Breaker 16 Ampere Each 240.00 2,912.45

31 - 6




DescriptionUnit


Specs.

j) 2 Pole Circuit Breaker 20 Ampere Each 240.00 2,912.45

k) 2 Pole Circuit Breaker 32 Ampere Each 240.00 4,057.80

l) 2 Pole Circuit Breaker 40 Ampere Each 240.00 4,821.35

m) 2 Pole Circuit Breaker 50 Ampere Each 240.00 4,821.35

n) 2 Pole Circuit Breaker 63 Ampere Each 240.00 4,948.60

o) 3 Pole Circuit Breaker 10 Ampere Each 240.00 4,566.85

p) 3 Pole Circuit Breaker 16 Ampere Each 240.00 4,566.85

q) 3 Pole Circuit Breaker 20 Ampere Each 240.00 4,566.85

r) 3 Pole Circuit Breaker 32 Ampere Each 240.00 4,566.85

s) 3 Pole Circuit Breaker 40 Ampere Each 240.00 4,566.85

t) 3 Pole Circuit Breaker 50 Ampere Each 240.00 4,566.85

u) 3 Pole Circuit Breaker 63 Ampere Each 240.00 4,566.85

v) 4 Pole Circuit Breaker 10 Ampere Each 240.00 8,181.00

x) 4 Pole Circuit Breaker 16 Ampere Each 240.00 8,181.00

y) 4 Pole Circuit Breaker 20 Ampere Each 240.00 8,181.00

z) 4 Pole Circuit Breaker 32 Ampere Each 240.00 9,148.20

za) 4 Pole Circuit Breaker 40 Ampere Each 240.00 9,148.20

zb) 4 Pole Circuit Breaker 50 Ampere Each 240.00 9,148.20

zc) 4 Pole Circuit Breaker 63 Ampere Each 240.00 9,148.20

zd) 4 Pole Circuit Breaker 100-160 Ampere (70KV) Each 240.00 62,597.40

ze) 4 Pole Circuit Breaker 160-250 Ampere (70KV) Each 240.00 76,596.00

zf) 4 Pole Circuit Breaker 320-400 Ampere (70KV) Each 240.00 116,046.60

zg) 4 Pole Circuit Breaker 500-630 Ampere (70KV) Each 240.00 175,858.80

zh) 4 Pole Circuit Breaker 640-800 Ampere (70KV) Each 240.00 230,580.60

zi) 4 Pole Circuit Breaker 800-1000 Ampere (70KV) Each 240.00 420,198.00

zj) 4 Pole Circuit Breaker 800-1000 Ampere (70KV) Each 240.00 422,743.20

31-23 Supply and install DC LED Bulb 5 Watt including

accessories, installation materials. Philips type or approved

equivalent

No. 212.20 932.20

31 - 7




DescriptionUnit


Specs.

31-24 Supply and install DC LED Bulb 10 Watt including installation No. 212.20 1,412.20

31-25 Supply and install DC Fan 15-20 Watt including installation No. 212.20 8,612.20

31-26 Supplying G.I. PVC Flexible pipe of approved make

including the cost of specials.

a) 25 mm diameter Each 10.60 160.60

31-27 Provide, install, test and commission recessed wall

mounting type distribution board fabricated from 16 SWG

steel sheet, powder coated with approved color 2'x2'x1.5'

Each 480.00 5,772.00

31-28 Solar Panel with aluminum frame Certified, Sealed

Maintenance Free Solar Battery (free Li-ion), High

efficiency automatic solar charge controller with

programmable lighting ON and OFF time, auto operation

from dusk to dawn(Built in), High efficiency Light Emitting

Diode light with weather proof casing, Protection class

IP65 with aluminum heat sink, Iron made, rust proof,

adjustable mounting structure for Solar Panel with

mounting arrangements on pole(one in Quantity), Steel

Nails / Screws / Nut Bolts/ Cable Tie's/ Insulation tape

/Connectors/ etc. excluding pole and civil works.

Per Watt 144.00 4,113.00 31.5

31-29 Providing and fixing at Site of Solar Submersible Pumpset

including Motor of KSB, Alarko, Grandfos or approved

equivalent (similar specifications), complete in all respects

including all taxes.

a) Solar Submersible PumpSet, 4HP Nos. 1,320.00 373,091.65

b) Solar Submersible PumpSet, 5HP Nos. 1,320.00 450,365.80

c) Solar Submersible PumpSet, 7.5HP Nos. 1,320.00 568,615.75

d) Solar Submersible PumpSet, 10HP Nos. 2,640.00 670,665.70

e) Solar Submersible PumpSet, 12.5HP Nos. 2,640.00 743,576.15

f) Solar Submersible PumpSet, 15HP Nos. 2,640.00 841,776.05

g) Solar Submersible PumpSet, 17.5HP Nos. 2,640.00 952,434.80

h) Solar Submersible PumpSet, 20HP Nos. 2,640.00 1,031,481.95

i) Solar Submersible PumpSet, 25HP Nos. 2,640.00 1,128,341.35

j) Solar Submersible PumpSet, 30HP Nos. 2,640.00 1,364,013.65

k) Solar Submersible PumpSet, 40HP Nos. 2,640.00 1,562,640.00

31-30 Providing and fixing at Site Solar Pump Controller (MPPT),

complete in all respects including all taxes.

a) Solar Pump Controller (MPPT) for KSB, Alarko, Grandfos

or approved equivalent pumps (similar specifications)

Nos. 2.55 19.35

b) Solar Pump Controller for Chinese Pumps Nos. 2.55 14.55

31 - 8




DescriptionUnit


Specs.

31-31 Providing and fixing at Site of Solar Submersible Pumpset

including Motor of KSB, Alarko, Grandfos or approved

equivalent (similar specifications), complete in all respects

including all taxes.

a) Solar DC Submersible PumpSet, 0.5HP Nos. 1,320.00 37,320.00

b) Solar DC Submersible PumpSet, 1HP Nos. 1,320.00 55,320.00

c) Solar DC Submersible PumpSet, 2HP Nos. 1,320.00 73,320.00

d) Solar DC Submersible PumpSet, 3HP Nos. 1,320.00 109,320.00

31-32 Providing and fixing at Site of Certified Solar Submersible

Pumpset including Motor of Chinese Make, complete in all

respects including all taxes.

a) Solar Submersible PumpSet, 4HP Nos. 1,320.00 55,320.00

b) Solar Submersible PumpSet, 5HP Nos. 1,320.00 67,320.00

c) Solar Submersible PumpSet, 7.5HP Nos. 1,320.00 91,320.00

d) Solar Submersible PumpSet, 10HP Nos. 2,640.00 110,640.00

e) Solar Submersible PumpSet, 12.5HP Nos. 2,640.00 134,640.00

f) Solar Submersible PumpSet, 15HP Nos. 2,640.00 164,640.00

g) Solar Submersible PumpSet, 17.5HP Nos. 2,640.00 182,640.00

h) Solar Submersible PumpSet, 20HP Nos. 2,640.00 212,640.00

i) Solar Submersible PumpSet, 25HP Nos. 2,640.00 242,640.00

j) Solar Submersible PumpSet, 30HP Nos. 2,640.00 272,640.00

k) Solar Submersible PumpSet, 40HP Nos. 2,640.00 290,640.00

31-33 Providing and fixing at Site Surge Protector Complete in all

respect including installation and testing and

commissioning.

a) Surge Protector (40 KVA) 3 Pole Nos. 720.00 34,320.00

b) Surge Protector (40 KVA) 4 Pole Nos. 720.00 39,120.00

31-34 Providing and fixing at Site Remote Online System

Monitoring Device, Complete in all respect including

installation and testing and commissioning.

Nos. 6,120.00 306,120.00

31-35 Providing and fixing at Site System Control Panel (SCP),

Complete in all respect including installation and testing

and commissioning.

Nos. 4,080.00 94,080.00

31 - 9


Volume-I


LIST OF LABORITORY TEST


Vol -1, 2018Testing

32-1 Basic Test of Cement

Standard Consistency Fineness, Specific Gravity, Setting Time ( Initial & Final

), Compressive Strength, Soundness

PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

32-2 Basic Test of Aggregate

(a) Water Absorption, Specific Gravity, Impact Value /Crushing Value PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Sieve Analysis

(c) Abrassion Value.

(d) Flakiness Index & Elongation Index.

(e) Stripping Value. (for Bituminous Work)

(f) Soundness

(g) Bulk Density

32-3 Basic Test for Mix Design

(a) GSB Mix Design PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Wet Mix Macadam Mix Design.

32-4 Tests For Fine Aggregates

(a) Fineness Modulus ( Sieve Analysis ),Silt & Clay Content PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Chloride & Sulphate Content

(c) Silt Factor

32-5 Tests for Bricks

Testing for bricks for Water Absorption (Set of 5 Bricks), Compressive

Strength (Set of 5 Bricks), Efflorescence (Set of 5 Bricks)


Govt. Insitutions

32-6 Tests for Bricks

(a) Flexural test ( Set of 6 Tiles), Water Absorption (Set of 6 Tiles).Resistance to

wear ( Set of 6-Tiles).


Govt. Insitutions

(b) Flooring of Natural Stone (Kota,Marble, Granite,Tandur.etc.)-Water

absorption, Specific Gravity

32-7 Tests for Glazed Tiles

(a) Water Absorption(Set of 6 Tiles), Modulus of Rupture (Set of 6 Tiles) PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Determination of Impact Resistance

32-8 Tests for Ceramic Tiles / Vitrified Tiles

Water Absorption(Set of 6 Tiles), Modulus of Rupture (Set of 6 Tiles) PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

32-9 Tests for Roof Clay Tiles

(a) Water Absorption (Set of 6 Tiles), Flexural test(Set of 6 Tiles) PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Permeability

32-10 Tests for Concrete

(a) Compressive Strength OF C.C. Cube (Set of 3 Cubes). PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Concrete Mix Design

Sr. No. Description Labortories

Testing-1


Testing


(c) Flexural strength of Beam

(d) Permeability Test

(e) Concrete mix design by Accelerated curing method.

(f) Taking of core samples in concrete pavement.(Excluding Dead Journey Charges)

(g) Dead Journey Charges

32-11 Tests for Concrete Paving BlocksCompressive Strength , Water Absorption,(Set of 8 Blocks) PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

32-12 Tests for MortorCompressive Strength.( Set of 3 Cubes) PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

32-13 Tests for Stone / RubbleCrushing Value/Compressive Strength, Water Absorption & Specific Gravity, PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

32-14 Tests for Soil / Murum PCSIR or other Labortories owner by Govt./Semi Govt. Insitutions

(a) Sieve Analysis.

(b) Field moisture Content

(c) Liquid limit & plastic Limit.

(d) Compaction Test ( Proctor Density )

(e) C.B.R. Test ( Lab ) with Compaction Test

(f) C.B.R. Test ( Field Determination Test) Excluding Transportation.

(g) Dead Journey Charges, inspection Vehicle

(h) Dead Journey Charges, Truck/Tipper

(i) Field Density by Sand replacement method

(j) Sulphate & Chloride Contents

(k) Mechanical Analysis

(l) Plate Load Bearing Test. (Excluding Transportation)

(m) Penetration, Softening Point, Flash & Fire Point, Specific Gravity

32-15 Tests for Bitumen(a) Penetration, Softening Point, Flash & Fire Point, Specific Gravity PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Viscosity

(c) Ductility / Elastic Recovery

(d) Extraction Test

(e) Sieve Analysis of Bituminous mix (2 samples of extraction for one sieve analysis including extraction)

(f) Marshall Stability & Flow measurement

(g) Job Mix Design with all Tests on aggregate (Excluding bitumen) for DBM / SDBC / AC.

Testing-2


Testing


(h) B. M. Mix Design with all Tests on aggregate (Excluding bitumen)

(i) Mastic Hardness No

(j) Thin film oven test & test on residue of modified bitumen

(k) Preparation of Marshall Mould

(l) Separation test for modified bitumen

(m) Density of Bituminous Core

(n) Taking of core samples in bituminous flexible pavement. (Excluding Dead Journey Charges)

(o) Dead Journey Charges

32-16 Tests for Bitumen Emulsion(a) % Residue Test By Evaporation / Sieve Test PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Particle Charge Test

32-17 Tests for Hollow Blocks / Solid BlocksDensity Test . (Set of 3 Blocks ),Compressive Strength. (Set of 8 Blocks ),Water Absorption Test .( Set of 3 Blocks)

PCSIR or other Labortories owner by Govt./Semi Govt. Insitutions

32-18 Tests for WaterPH Value, Sulphate & Chloride Content PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

32-19 Tests for WoodDensity, Moisture Content. PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

32-20 Tests for Flush DoorKnife Test, Adhesion Test, End Immersion Test PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

32-21 Tests for Plywood(a) Determination of Resistance to dry heat, Determination of Moisture Content,

Determination of Density, & Thickness of PlywoodPCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Test for Glue Adhesion

32-22 Tests for Partical BoardDetermination of Moisture Content, Determination of Density PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

32-23 Tests for Aluminium Section(a) Thickness, Mass Per Running meter PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Test on Powder Coating

32-24 Tests for Polymer MaterialPH Value, Solid Content PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

32-25 Tests for A.C Pipes(a) Water Absorption PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Bursting Strength

32-26 Tests for A.C Sheets PCSIR or other Labortories owner by Govt./Semi Govt. Insitutions

(a) Water Absorption

Testing-3


Testing


(b) Load Bearing

32-27 Tests for G.I. Pipes(a) Weight per running meter, Diameter of pipe & wall thickness of pipe, PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Weight of Zinc coating per sq. m

32-28 Tests for P.V.C. Pipes (NonPlastisized) Weight per running meter, Diameter of pipe & wall thickness of pipe PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

32-29 Tests for Steel Anti Corrosive Test(a) Resistance to applied Voltage. ( 1 Hr. Test ) (Set of 2 Bars) PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Resistance to applied Voltage.( 30 Days Test ) ( Set of 2 Bars )

(c) Thickness of Coating. (Set of 2 Bars)

(d) Chemical Resistance Test.( Set of 8 Bars )

(e) Hardness of Coating Test

(f) Salt Spray Test ( 4 Cycles ) ( Set of 2 Bars )

32-30 Testing for Steel Bar (a) Up to 16 mm (Set of 3 Bars) PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Above 16 mm (Set of 3 Bars)(Tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend / Rebend Test, Proof Stress.)

(c) Nitrol Solution Test. (Set of 3 Bars)

32-31 Tests for Paint / Thermo-plastic Paint (a) Glass bead contents & Grading Analysis. PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Glass bead contents & Grading Analysis.

(c) Flow ability.(Percentage residue)

(d) Softening Point. (Ring & Ball method)

(e) Drying Time

32-32 Tests for Coal Tar Epoxy Paint (a) Drying Time PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Dry Film Thickness

(c) Flexibility

(d) Gel Time

(e) Pot Life

(f) Volume of Solid

32-33 Tests for Road Sign BoardRetro Reflective Test PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

32-34 Tests for Road Sign BoardRetro Reflective Test PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

Testing-4


Testing


32-35 Tests for Roughness index / Road Un-evenness Test(a) Road Surface Single Lane.(3.70 to 5.50 m) PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Road Surface 1.5 Lane to Two Lane.(5.50 to 7.00 m)

(c) Each Additional Lane

(d) Dead Journey Charges

32-36 Tests for Overlay Design Benkelman Beam Test (Excluding Dead Journey Charges) PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

32-37 Non Destructive Testing(a) Rebound Hammer Test. PCSIR or other Labortories owner by Govt./Semi

Govt. Insitutions

(b) Ultrasonic Pulse Velocity

32-38 Water Quality Tests PCSIR or other Labortories owner by Govt./Semi Govt. Insitutions

(a) Turbidity

(b) Total Solids

(c) Ph Level

(d) Biochemical Oxygen Demand

(e) Nitrates and Sulphates

Testing-5


Volume-I


INPUT RATES

LABOUR


Input Rates, (Labour)

Sr. No. Description Unit Rate (Rs.)

1 Bahishti Hrs 87.502 Belcha man Hrs 87.503 Bellow boy Hrs 87.504 Black smith Hrs 112.005 Boatman Hrs 125.006 Brick layer Hrs 125.007 Bullock man Hrs 87.508 Canner Hrs 87.509 Compacting Effort Lump 175.0010 Carpenter Hrs 125.0011 Carpenter special Hrs 125.0012 Carpenter helper Hrs 87.5013 Carpenter shuttering Hrs 125.0014 Chimney cleaner Hrs 87.5015 Chiseller Hrs 90.0016 Chiseller concrete Hrs 90.0017 Chiseller helper Hrs 87.5018 Chiseller marble Hrs 97.5019 Stone chiseller Hrs 90.0020 Chowkidar Hrs 87.5021 Crane operator helper Hrs 87.5022 Labourer Hrs 87.5023 Skilled labourer Hrs 90.0024 Smith cooly Hrs 87.5025 Crane operator Hrs 125.0026 Digger Hrs 87.5027 Dolley man Hrs 120.0028 Driver Hrs 87.5029 Dresser Hrs 87.5030 Driller Hrs 87.5031 Driller rock Hrs 87.5032 Driller for wells Hrs 87.5033 Electrician Hrs 125.0034 Electrician helper Hrs 87.5035 Engraver Hrs 125.0036 Excavator Hrs 87.5037 Fitter Hrs 87.5038 Floor grinder with machine Hrs 87.5039 Floor polisher Hrs 87.5040 Foreman Hrs 125.0041 Glazier Hrs 125.0042 Hammer man Hrs 87.5043 Helper Hrs 75.0044 Heavy load lifter Hrs 87.5045 Mason Hrs 125.0046 Mason helper Hrs 87.5047 Mason for dressing stone Hrs 115.0048 Mason for pointing Hrs 87.5049 Mate Hrs 87.5050 Mistri Hrs 110.00

HOURLY LABOUR RATE

Labour-1


Input Rates, (Labour)


HOURLY LABOUR RATE

51 Machine operator for spray machine Hrs 125.0052 Marble stone polisher Hrs 125.0053 Painter helper Hrs 87.5054 Painter Hrs 125.0055 Pipe fitter Hrs 125.0056 Pipe layer Hrs 125.0057 Plasterer Hrs 110.0058 Plasterer (Special class) Hrs 125.0059 Plumber Hrs 125.0060 Polisher Hrs 110.0061 Quarry man Hrs 87.5062 Rock breaker Hrs 87.5063 Sawing charges Cu.ft. 87.5064 Shovel man Hrs 87.5065 Skilled worker Hrs 125.0066 Semi skilled worker Hrs 110.0067 Spray man Hrs 125.0068 Steel bender operator Hrs 87.5069 Steel cutter operator Hrs 87.5070 Steel fixer Hrs 125.0071 Steel fitter Hrs 125.0072 Steel helper Hrs 87.5073 Steel labour mate Hrs 87.5074 Steel mistri Hrs 87.5075 Supervisor Hrs 140.0076 Assistant Supervisor Hrs 115.0077 Surveyor Hrs 140.0078 Technician Hrs 150.0079 Glazed tile layer Hrs 130.0080 Tile layer Hrs 130.0081 Weaver Hrs 87.5082 Welder Hrs 125.0083 White washer Hrs 110.0084 Wood cutter Hrs 87.5085 Sanitary Worker Hrs 110

Labour-2


Volume-I


INPUT RATES

MATERIAL


Input Rates, (Materials)


Building pipe & fittings (Commercial)1 Down pipe No. 290 2 Head No. 125 3 Head No. 115 4 Off-set No. 210 5 Off-set No. 195

Non Asbestos Cement Fibre building pipe6 Non Asbestos Cement Fibre pipe 65 mm dia. R.M. 310 7 Non Asbestos Cement Fibre pipe 80 mm dia. R.M. 502 8 Non Asbestos Cement Fibre pipe 100 mm dia R.M. 689 9 Non Asbestos Cement Fibre pipe 150 mm dia R.M. 1,082

F.C. pipe class B 10 F.C. pipe 75 mm dia. R.M. 502 11 F.C. pipe 100 mm dia R.M. 689 12 F.C. pipe 150 mm dia R.M. 1,082 13 Non Asbestos Cement Fibre pipe 200 mm dia R.M. 1,784 14 Non Asbestos Cement Fibre pipe 250 mm dia R.M. 2,558 15 Non Asbestos Cement Fibre pipe 300 mm dia R.M. 3,247 16 Non Asbestos Cement Fibre pipe 350 mm dia R.M. 4,166 17 Non Asbestos Cement Fibre pipe 400 mm dia R.M. 5,297 18 Non Asbestos Cement Fibre pipe 450 mm dia R.M. 6,593 19 Non Asbestos Cement Fibre pipe 500 mm dia R.M. 8,134 20 Non Asbestos Cement Fibre pipe 600 mm dia R.M. 11,316

Non Asbestos Cement Fibre pipe class C - 21 Non Asbestos Cement Fibre pipe 75 mm dia. R.M. 475 22 Non Asbestos Cement Fibre pipe 100 mm dia R.M. 699 23 Non Asbestos Cement Fibre pipe 150 mm dia. R.M. 1,214 24 Non Asbestos Cement Fibre pipe 200 mm dia R.M. 1,932 25 Non Asbestos Cement Fibre pipe 250 mm dia R.M. 2,696 26 Non Asbestos Cement Fibre pipe 300 mm dia R.M. 3,762 27 Non Asbestos Cement Fibre pipe 350 mm dia R.M. 5,809 28 Non Asbestos Cement Fibre pipe 400 mm dia R.M. 7,432 29 Non Asbestos Cement Fibre pipe 450 mm dia R.M. 9,118 30 Non Asbestos Cement Fibre pipe 500 mm dia R.M. 10,857 31 Non Asbestos Cement Fibre pipe 600 mm dia R.M. 15,318

Non Asbestos Cement Fibre pipe class D - 32 Non Asbestos Cement Fibre pipe 75 mm dia. R.M. 502 33 Non Asbestos Cement Fibre pipe 100 mm dia R.M. 840 34 Non Asbestos Cement Fibre pipe 150 mm dia R.M. 1,538 35 Non Asbestos Cement Fibre pipe 200 mm dia R.M. 2,729 36 Non Asbestos Cement Fibre pipe 250 mm dia R.M. 4,038 37 Non Asbestos Cement Fibre pipe 300 mm dia R.M. 5,904 38 Non Asbestos Cement Fibre pipe 350 mm dia R.M. 8,820 39 Non Asbestos Cement Fibre pipe 400 mm dia R.M. 11,408 40 Non Asbestos Cement Fibre pipe 450 mm dia R.M. 13,740 41 Non Asbestos Cement Fibre pipe 500 mm dia R.M. 16,764 42 Non Asbestos Cement Fibre pipe 4" dia. Class C R.M. 395 43 Non Asbestos Cement Fibre pipe 6" dia. Class C R.M. 502 44 Non Asbestos Cement Fibre plain bend 100 mm dia No. 375 45 Non Asbestos Cement Fibre plain bend 80 mm dia No. 325 46 Non Asbestos Cement Fibre pipe spouts 60 mm dia R.M. 390 47 Non Asbestos Cement Fibre pipe spouts 80 mm dia R.M. 425 48 Non Asbestos Cement Fibre pipe spouts 100 mm dia R.M. 495 49 Non Asbestos Cement Fibre ridge Pair 570 50 Shoe 100 mm No. 95 51 Shoe 80 mm No. 75 52 Non Asbestos Cement Fibre sheet corrugated Sq.m. 320 53 Non Asbestos Cement Fibre sheet corrugated coloured Sq.m. 350 54 Non Asbestos Cement Fibre sheet - plain Sq.m. 460 55 Non Asbestos Cement Fibre valley gutter R.M. 489 56 Adhesive Kg. 135 57 Air entraining agent litre 225 58 Aluminium angle/flat Kg. 200 59 Aluminium curtain rail R.ft. 45

BASIC MATERIALS MARKET RATE

Materials-1





60 Aluminium finger plate No. 155 61 Aluminium sheet Kg. 255 62 Aluminium screw 3/4" size No. 35 63 Aluminium screw 1 1/2" size No. 45 64 Aluminium strip 5/8" x 1/8" R.M. 85 65 Aluminium strip 7/8" x 1/16" R.M. 60 66 Aluminium tower bolt 4" No. 110 67 Aluminium tower bolt 6" No. 150 68 Aluminium tower bolt 8" No. 200 69 Aluminium wire gauze Sq.ft. 20 70 Anchorage cones for 12/5 mm cable Set 2,500 71 Anchorage cones for 12/7mm cable Set 3,300 72 Anchorage cones for 12/8 mm cable Set 3,300 73 Angle iron Kg. 74 74 Angle iron bracket pair 150 75 Architectural coating (Rockwall, Durock etc.) Sq. m. 80 76 Asphalt RC 70 Kg. 65 77 Air valve 65 mm dia single BSS quality No. 2,550 78 Air valve 65 mm dia double BSS quality No. 5,500 79 Bolts & Nuts No. 12 80 Balli 4" dia. R.ft. 15 81 Balli 3" dia. R.ft. 10 82 Bamboos, 1.5" dia R.M. 92 83 Bamboo 2" - 2.5" dia R.M. 92 84 Bamboo 3" dia R.M. 92 85 Bamboo 3.5" to 4" dia R.M. 92 86 Barbed wire (16 Guage) Kg 130 87 Barbed wire 3 ply Kg 175 88 Base course aggregate Cu.m. 1,589 89 Bearing - steel Kg. 155 90 Bearing pad rubber No. 9,000 91 Bentonite Powder Kg 8 92 Blasting powder Kg. 205 93 Bottle for sampling No. 40 94 Bottle trap No. 760 95 Bhoosa Kg. 20 96 Bidet No. 5,300 97 Bidet kit No. 5,500 98 Bitumen 60/70 Kg. 78 99 Bitumen 80/100 Kg. 80

100 Bitumen cold sticker Kg. 75 101 Bitumen compound Kg. 60 102 Bitumen felt 3 ply Sq.m 225 103 Bitumen filler - premoulded 2" deep R.M. 65 104 Bitumen plastic Kg. 40 105 Bitumen washers No. 2 106 Binding wire Kg. 90 107 Bolts & Nuts Kg. 90 108 Brass bib/stop cock 1/2" dia. No. 100 109 Brass bib/stop cock 3/4" dia. No. 120 110 Brass bib/stop cock 1" dia. No. 250 111 Brass butt hinges 2" No. 100 112 Brass butt hinges 3" No. 110 113 Brass butt hinges 4" No. 140 114 Brass butt hinges 5" No. 160 115 Brass bolts 30 mm No. 110 116 Brass ball valve 15 mm No. 115 117 Brass ball valve 20 mm No. 160 118 Brass ball valve 25 mm No. 195 119 Brass ball valve 30 mm No. 325 120 Brass ball valve 40 mm No. 425 121 Brass ball valve 50 mm No. 750 122 Brass finger plate No. 300 123 Brass gas cock 1/2" dia. No. 125

Materials-2





124 Brass gas cock 3/4" dia. No. 180 125 Brass handle size 100 mm No. 250 126 Brass handle size 125 mm No. 300 127 Brass handle size 175 mm No. 500 128 Brass circular rod handle 5" size No. 110 129 Brass handle with plate No. 750 130 Brass hasp & staple 2" No. 450 131 Brass hasp & staple 3" No. 460 132 Brass hasp & staple 4" No. 500 133 Brass hasp & staple 5" No. 510 134 Brass hook & eye 4" No. 350 135 Brass hook & eye 6" No. 600 136 Brass hook No. 90 137 Brass helical spring 4" - double action No. 550 138 Brass helical spring 6" - double action No. 625 139 Brass helical spring 4" - single action No. 430 140 Brass helical spring 6" - single action No. 350 141 Brass parliament hinges 5" x 5" No. 400 142 Brass peg 6 x 4 No. 85 143 Brass piano hinge R.ft. 35 144 Brass quadrant stay No. 110 145 Brass railing Kg 300 146 Brass ring 1" dia No. 10 147 Brass ring 1.25" dia No. 12 148 Brass rollers No. 24 149 Brass roller 1.5" dia No. 90 150 Brass screw 1/2" size No. 4 151 Brass screw 3/4" size No. 4 152 Brass screw 1" size No. 5 153 Brass screw 1.25" size No. 6 154 Brass screw 1.5" size No. 10 155 Brass screw 3" No. 6 156 Brass sliding bolt 6" x 1/2" No. 450 157 Brass sliding bolt 9" x 5/8" No. 700 158 Brass sliding bolt 10" x 5/8" No. 800 159 Brass sliding bolt 12" x 3/4" No. 1,000 160 Brass socket for floor No. 100 161 Brass socket 3/4" dia No. 80 162 Brass strainer shoe 50 mm dia No. 150 163 Brass stopper No. 250 164 Brass strainer 50 mm dia R.M. 5,525 165 Brass strainer 75 mm dia R.M. 7,800 166 Brass strainer 100 mm dia R.M. 8,400 167 Brass strainer 125 mm dia R.M. 9,800 168 Brass strainer 150 mm dia R.M. 10,080 169 Brass strainer 175 mm dia R.M. 11,900 170 Brass strainer 200 mm dia R.M. 14,000 171 Brass strainer 225 mm dia R.M. 15,400 172 Brass strainer 250 mm dia R.M. 17,080 173 Brass strainer 250 mm dia R.M. 17,500 174 Brass strainer 300 mm dia R.M. 18,200 175 Brass strainer 375 mm dia R.M. 24,500 176 Brass strainer 450 mm dia R.M. 33,600 177 Brass strainer 500 mm dia R.M. 39,200 178 Brass strainer 550 mm dia R.M. 44,800 179 Brass tube 3/4" dia R.ft 200 180 Brass tower bolt 6" No. 100 181 Brass tower bolt 9" No. 120 182 Brass tower bolt 12" No. 150 183 Brass work Kg. 150 184 Bricks No. 10 185 Brick 2nd class No. 7 186 Brick/ Stone bats Cu.m. 300 187 Brick/ Stone ballast Cu.m. 515

Materials-3





188 Brick/ Stone ballast vitrified Cu.m. 515 189 Brick sundried No. 6 190 Bricks - special No. 12 191 Brick tiles No. 6 192 Brick tiles ( 2" thick) No. 15 193 Broom No. 35 194 Bajri Cu.m 1,235

Bath tub 195 Bath tub porcelain enamelled No. 17,000 196 Bath tub fibre glass No. 14,000 197 Bath tub C.P. brass chain with rubber plug No. 350 198 Bath tub C.P. brass pillar tap No. 1,500 199 Bath tub C.P. brass overflow No. 1,200 200 Bath tub C.P. brass waste No. 700 201 Bucket, 4 gals. capacity No. 350 202 Building stone Cu.m. 706 203 Bushing (Gun metal) Kg. 18 204 Cane Singapore Kg. 1,100 205 Cane plastic Kg. 350 206 Carbon rod No. 15 207 Carborandum stone No. 155 208 Caustic soda Kg. 70 209 Cement - high Alumina M.Ton 10,700 210 Cement OPC M.Ton 10,500 211 Cement - rapid hardening M.Ton 10,700 212 Cement - sulphate resistant. M.Ton 11,500 213 Cement - white M.Ton 15,000 214 Cement liquid compound Liter 22 215 Charcoal Kg. 15 216 Chain Kg. 80 217 Chain for cycle stand No. 60 218 Chalk Kg. 10 219 Chalking compound Liter 59 220 Channel iron Kg. 77 221 Chip board 3/4" thick Sq.ft. 48 222 C.I. bend 4" dia. No. 565 223 C.I. bend 3" dia. No. 450 224 C.I. cover and frame medium duty No. 700 225 C.I. cover and frame 24" size medium duty No. 1,500 226 C.I. cover & frame Kg. 105 227 C.I. frame of any size Kg. 110 228 C.I. foot rest No. 80 229 C.P. floor trap with grating No. 1,000 230 C.P. floor trap with grating No. 1,200 231 Concrete gully trap No. 400 232 C.P. gully trap 6" x 6" x 4" No. 600 233 Cast iron grating Kg. 75 234 C.I. head 4" dia. No. 163 235 C.I. head 3" dia No. 137 236 C.I. off set 4" dia. No. 520 237 C.I. off set 3" dia. No. 494

C.I. pipe 238 C.I. Pipe 50 mm dia. R.M. 1,350 239 C.I. Pipe 75 mm dia. R.M. 2,025 240 C.I. pipe 100 mm dia. R.M. 2,700 241 C.I. pipe 150 mm dia R.M. 4,500 242 C.I. pipe 230 mm dia R.M. 6,750 243 C.I. pipe spout 50 mm dia R.M. 688 244 C.I. pipe spout 80 mm dia R.M. 875 245 C.I. pipe spout 100 mm dia R.M. 1,063 246 C.I. P - trap 4" No. 1,000 247 C.I. shoe 4" dia No. 750 248 C.I. shoe 3" dia No. 688 249 C.I. shoe Kg. 88

Materials-4





250 C.I. specials Kg. 94 C.I. sluice valve BSS quality

251 C.I. sluice valve 75 mm dia No. 4,750 252 C.I. sluice valve 100 mm dia No. 7,500 253 C.I. sluice valve 150 mm dia No. 12,000 254 C.I. sluice valve 230 mm dia No. 17,750 255 C.I. sluice valve 300 mm dia No. 37,500 256 C.I. sluice valve 375 mm dia No. 42,750 257 C.I. sluice valve 450 mm dia No. 97,750 258 C.I. sluice valve 525 mm dia No. 125,000 259 C.I. sluice valve 600 mm dia No. 175,000 260 C.I. sluice valve 675 mm dia No. 225,000 261 C.I. sluice valve 750 mm dia No. 300,000 262 Cinder Cu.m. 200 263 Clamps, bolts & nuts No. 100 264 Clay Cu.m. 71 265 Clamps No. 12 266 Clamp screw No. 8 267 Cloth cotton Sq.ft. 16 268 Cloth silken Sq.ft. 36 269 Cloth woolen Sq.ft. 36 270 Coaltar Kg. 95 271 Comet joint 80 mm dia. No. 110 272 Comet joint 100 mm dia. No. 300 273 Comet joint 150 mm dia. No. 450 274 Copper sheet Kg. 550 275 Copper connection No. 200 276 Copper wire/plate Kg. 480 277 Core R.M. 80 278 Cork sheet 1/2" thick Sq.m. 625 279 Cork sheet 19mm thick Sq.m. 875 280 Cork sheet 25 mm thick Sq.m. 1,500 281 Cork sheet 37.5mm thick Sq.m. 2,000 282 Cork sheet 50 mm thick Sq.m. 2,500 283 Coir string Kg. 50 284 Cotton - string Kg. 60 285 Cotton tape R.M. 10 286 Cowdung Cu.m. 106 287 C.P. bib cock 1/2" No. 900 288 C.P. bib cock 3/4" No. 1,100 289 C.P. brass clamp No. 200 290 C.P. brass curtain rail R.ft. 155 291 C.P. hasp & staple 2" No. 28 292 C.P. hasp & staple 3" No. 44 293 C.P. hasp & staple 4" No. 50 294 C.P. hasp & staple 5" No. 53 295 C.P. brass handle 4" size No. 70 296 C.P. brass handle 5" size No. 90 297 C.P. brass handle 7" size No. 110 298 C.P. brass screw (1.5" ) No. 55 299 C.P. brass shower 1/2" with 4" dia. lid No. 510 300 C.P. brass shower 1/2" with 6" dia. lid No. 630 301 C.P. brass sliding bolt 6" x 1/2" No. 195 302 C.P. brass sliding bolt 9" x 5/8" No. 215 303 C.P. brass sliding bolt 10" x 5/8" No. 550 304 C.P. brass sliding bolt 12" x 3/4" No. 845 305 C.P. brass socket 3/4" dia. No. 95 306 C.P. brass shower rose No. 1,500 307 C.P. brass tube 3/4" dia. R.ft. 75 308 C.P. brass tower bolt 6" No. 400 309 C.P. brass tower bolt 9" No. 575 310 C.P. brass tower bolt 12" No. 1,100 311 C.P. bottle trap 1-1/4" No. 1,075 312 C.P. bottle trap 1-1/2" No. 1,600

Materials-5





313 C.P. brass toilet paper holder (Master, Sonex etc.) No. 900 314 C.P. cover No. 150 315 C.P. chain No. 50 316 C.P. brass chain with pull No. 100 317 C.P. chain with rubber plug No. 110 318 C.P. chain with rubber plug No. 150 319 C.P. check valve 15 mm dia No. 1,600 320 C.P. check valve 20 mm dia No. 2,100 321 C.P. check valve 25 mm dia No. 2,400 322 C.P. check valve 30 mm dia No. 3,500 323 C.P. check valve 40 mm dia No. 4,600 324 C.P. check valve 50 mm dia No. 7,000 325 C.P. flushing valve 1" No. 3,125 326 C.P. gas cock 1/4" dia. Three way No. 438 327 C.P. gas cock 1/4" dia. Double way No. 363 328 C.P. gas cock 1/4" dia. Single way No. 363 329 C.P. mixer single hole deluxe No. 3,000 330 C.P. pillar cock No. 875 331 C.P. pillar cock No. 1,000 332 C.P. ring 1" dia No. 25 333 C.P. ring 1.25" dia No. 38 334 C.P shower mixer complete set (Sonex, Master etc.) No. 5,500 335 C.P. stop cock No. 910 336 C.P. stop cock No. 1,170 337 C.P. underground stop cock No. 1,235 338 C.P. underground stop cock No. 1,300 339 C.P shower kit No. 2,600 340 C.P. swan neck cock double way No. 1,950 341 C.P. swan neck cock single way No. 1,690 342 C.P. tee stop cock 1/2" No. 1,235 343 C.P. Towel rail with brackets and screws No. 1,560 344 C.P. Towel rail with brackets and screws No. 1,950 345 C.P. brass waste No. 780 346 C.P. waste coupling 30 mm No. 390 347 C.P. waste coupling 40 mm No. 455 348 Cowdung Cu.m. 300 349 Crush Pan Cu.m. 1,059 350 Crushed Aggregate 1/2" & down gauge Cu.m. 1,235 351 Crushed Aggregate 3/8" & down gauge Cu.m. 1,297 352 Crushed Aggregate 3/4" & down gauge Cu.m. 1,359 353 Crushed Aggregate 1-1/2" & down gauge Cu.m. 1,112 354 Approved Crushed Aggregate 1/2" & down gauge Cu.m. 1,235 355 Approved Crushed Aggregate 3/4" -3/8" Cu.m. 1,297 356 Approved Crushed Aggregate 3/8" & No. 4 Cu.m. 1,359 357 Approved Crushed Aggregate 1-1/2" & down gauge Cu.m. 1,112

358 D.I. pipe 100 mm dia. R.M. 1,000 359 D.I. pipe 150 mm dia. R.M. 1,750 360 D.I. pipe 200 mm dia. R.M. 2,000 361 D.I. pipe 250 mm dia. R.M. 2,500 362 D.I. pipe 300 mm dia. R.M. 3,500 363 D.I. pipe 400 mm dia. R.M. 4,500 364 D.I. pipe 450 mm dia. R.M. 5,000 365 D.I. pipe 500 mm dia. R.M. 5,500 366 D.I. pipe 600 mm dia. R.M. 6,500 367 Door frame, moulded steel 5" size R.ft. 185 368 Door frame, moulded steel 10" size R.ft. 370 369 Door frame, moulded steel 5" size R.ft. 135 370 Door frame, moulded steel 10" size R.ft. 270 371 Door with frame, Aluminium swing Sq.ft 450 372 Door with frame, Aluminium sliding Sq.ft 350 373 Door with frame gauzed, Aluminium sliding Sq.ft 375 374 Door with frame, single leaf, 2.5' x 7' Sq.ft 450 375 Door with frame, double leaf 4' x 7' Sq.ft 450

D.I. pipe with all accessories & fittings

Materials-6





376 Door with frame, single leaf, 2.5' x 7' Sq.ft 450 377 Door with frame, double leaf 4' x 7' Sq.ft 450 378 Door with frame galvanized, single leaf, 2.5' x 7' Sq.ft 450 379 Door with frame galvanized, double leaf, 4' x 7' Sq.ft 450 380 Door holder shovel (5505/5506) No. 500 381 Door holder shovel (5510) No. 500 382 Door holder shovel (5511) No. 550 383 Dowel bar clamps Kg. 120 384 Drum, empty No. 600 385 Earth No. 5,000 386 Electric bell No. 450 387 Electric Charges Commercial kwh 25 388 Electric bell push No. 80 389 Electric bulb holder brass No. 120 390 Electric bulb holder plastic No. 120

Electric cable 391 1.5 sq.mm single core R.M. 24 392 2.5 sq.mm single core R.M. 39 393 4 Sq.mm single core R.M. 63 394 5 Sq.mm single core R.M. 79 395 6 Sq.mm single core R.M. 94 396 10 Sq.mm single core R.M. 157 397 16 Sq.mm single core R.M. 249 398 25 Sq.mm single core R.M. 384 399 35 Sq.mm single core R.M. 538 400 50 Sq.mm single core R.M. 771 401 Electrolytic copper wire Kg. 830 402 Copper wire (14 SWG) R.M. 120 403 Copper wire (10 SWG) R.M. 150 404 25 Sq.mm 3.5 core cable R.M. 1,580 405 35 Sq.mm 3.5 core cables R.M. 2,035 406 50 Sq.mm 3.5 core cables R.M. 2,750 407 70 Sq.mm 3.5 core cables R.M. 3,900 408 95 Sq.mm 3.5 core cables R.M. 5,300 409 120 Sq.mm 3.5 core cables R.M. 6,750 410 Armored 95 Sq.mm 3 core cable R.M. 6,800 411 Electric dial type thermometer No. 4,500 412 Electric cutout switch No. 250 413 Electric exhaust fan 10" No. 2,000 414 Electric fan bracket No. 2,200 415 Electric fan 48" sweep No. 2,750 416 Electric fan 56" sweep No. 3,500 417 Electric tube rod No. 130 418 Electric tube starter No. 30 419 Electric tube choke 40w No. 290 420 Electric tube patty fitting No. 950 421 Flourescent tube light 40W with batten No. 1,300 422 Flourescent tube light 20W with batten No. 950 423 Flourescent tube light 40W, Single No. 1,300 424 Flourescent tube light 40W, Double No. 1,750 425 Flour. tube light 40W, Single with Ind. reflector No. 3,500 426 Flour. tube light 40W, Double with Ind. reflector No. 4,800 427 Flourescent tube light 40W with louvers -Single No. 4,500 428 Flour. tube light 40W with louvers - Double No. 5,500 429 Tube light 4 Nos. - 20W lamps with louvers No. 4,500 430 Tube light 6 Nos. - 20W lamps with louvers No. 6,500 431 T. light 40W recessed mounted, plastic louver No. 4,000 432 T. light 4 - 20W recessed mounted, metal louver No. 4,800 433 T. light 4 - 40W recessed mounted, plastic louver No. 6,800 434 Tube light 6 - 20W lamp recessed mounted No. 5,800 435 Light fixture - weather proof No. 6,500 436 Light fixture - ceiling mounted No. 3,800 437 Light fixture - recessed mounted No. 4,500 438 Light fixture - wall mounted, incandescent lamp No. 1,650

Materials-7





439 Light fixture - ceiling mounted, incandescent lamp No. 2,150 440 Light fixture - recessed mounted with 150W lamp No. 4,200 441 Light fixture - High bay mercury vapour No. 15,500 442 Light fixture - Mercury vapour No. 16,000

443 Light fixture - Mercury vapour with 250W lamp No. 18,000

444 Light fixture - Mercury vapour with 125W lamp No. 14,200

445 Light fixture - Mercury vapour with 80W lamp No. 12,500 446 Light fixture - Emergency light unit No. 35,000 447 Light fixture - Fancy wall bracket, single No. 1,500 448 Light fixture - Flood light weather proof No. 17,000 449 Light fixture - Flood light weather proof No. 9,500 450 Electric geyser 35 gals. No. 15,000 451 Electric geyser 55 gals. No. 16,500 452 Lamp No. 45 453 Lamp 200W No. 125 454 Lamp - 25W energy saver No. 250 455 Electric fan revolving bracket 20" No. 3,200 456 Electric - Distribution box casing 18SWG No. 3,500 457 Electric - Distribution box casing 16SWG No. 4,200

458 Electric - MCCB TP/100A (Local) No. 4,500

459 Electric - MCCB TP/60A (Imported) No. 5,500 460 Electric - MCB Single pole (Local) No. 390 461 Electric - MCB Single pole (Imported) No. 480 462 Electric - Amp. meter (Local) No. 950 463 Electric - Volt meter 500V (Imported) No. 1,500 464 Electric - Voltage selective switch (Imported) No. 1,250 465 Electric - Nuetral & earth links No. 500 466 Electric - Page bar No. 300 467 Electric - HRC fuses No. 350 468 Electric - Transformer type indication lights No. 350

Electric load break switch469 Load break switch, 15 Amp. No. 1,250 470 Load break switch, 30 Amp. No. 2,000 471 Load break switch, 60 Amp. No. 3,500 472 Electric L.T. bus tie duct 800 Amp. R.M 20,000

473 Electric L.T. bus tie duct 1200 Amp. R.M 30,000

474 Electric L.T. bus tie duct 1600 Amp. R.M 40,000 475 Electric motor 1 H.P. with pump No. 10,000 476 Electric motor 1/2 H.P. with pump No. 7,900 477 Plastic box No. 250 478 Electric plastic box with plate single hole No. 105 479 Electric plastic box with plate two to three hole No. 145 480 Electric plastic box with plate four to six hole No. 180 481 Electric plastic box with plate seven to eight hole No. 200 482 Electric plastic box with plate nine to ten hole No. 230 483 Electric power transformer 500 KVA No. 1,275,000 484 Electric power transformer 750 KVA No. 1,675,000 485 Electric power transformer 1000 KVA No. 2,100,000 486 Electric relay buchholz double float No. 25,000

Electric switch 487 Switch 1 gang No. 240 488 Switch 2 gang No. 340 489 Switch 3 gang No. 420 490 Switch 4 gang No. 504 491 Switch 2 way No. 346 492 Switch piano No. 40 493 Switch socket 5 Amp. No. 405 494 Switch socket 15 Amp. No. 490 495 Wall bolts No. 22 496 Expanded metal Sq.m. 630 497 Felt No.7 underlay Sq.m. 115

Materials-8





498 Fibre board 1/2" thick Sq.m. 3,675 499 Fibre glass blank pipe 200 mm dia. R.M. 3,150 500 Fibre glass blank pipe 250 mm dia. R.M. 3,300 501 Fibre glass blank pipe 350 mm dia. R.M. 5,250 502 Fibre glass end plug 200 mm dia. No. 5,250 503 Fibre glass end plug 250 mm dia. No. 5,250 504 Fibre glass corrugated sheet Sq.m. 1,500 505 Fibre glass sheet Sq.m. 1,200 506 Fibre glass strainer 200 mm dia. R.M. 3,308 507 Fibre glass strainer 250 mm dia. R.M. 3,675 508 Fibre glass, tank 300 gals. capacity No. 9,000 509 Fibre glass, tank 500 gals. capacity No. 14,000 510 Fibre glass, tank 750 gals. capacity No. 22,000 511 Fibre glass, tank 1000 gals. capacity No. 30,000 512 Fire hydrant No. 2,625 513 Fire extinguisher, 2 gallons capacity No. 4,725 514 Flat iron Kg. 80 515 Foaming agent Kg. 95 516 Foam rubber sheet 3/4" thick Sq.ft 75 517 Foam rubber 1/16" thick Sq.ft 16 518 Foam rubber adhesive Kg. 160 519 Foot rest, earthenware No. 135 520 Fuse with cartridge No. 40 521 Gas cylinder No. 1,750 522 Gas Gyser 35 gallons capacity No. 9,350 523 Gas Gyser 50 gallons capacity No. 10,500 524 Gas room heater (ordinary) No. 3,500 525 Gas room heater (ordinary) No. 5,500 526 Gas room heater (Fancy) No. 6,500 527 Gas room heater (Fancy) No. 13,500 528 Gas room heater, fire place design No. 5,500 529 Gas lamp Single No. 500 530 Gas lamp Double No. 1,000 531 Gate valve gun metal 1/2" dia. No. 115 532 Gate valve gun metal 3/4" dia. No. 170 533 Gate valve gun metal 1" dia. No. 240 534 Gate valve gun metal 1-1/4" dia. No. 340 535 Gate valve gun metal 1-1/2" dia. No. 475 536 Gate valve gun metal 2" dia. No. 670 537 Gate valve gun metal 2-1/2" dia. No. 1,075 538 Gate valve gun metal 3" dia. No. 1,600 539 Gate valve gun metal 4" dia. No. 1,900 540 Gate valve gun metal 6" dia. No. 2,300 541 Gate value flanged end 1/2" class 150 No. 115 542 Gate value flanged end 3/4" class 150 No. 168 543 Gate value flanged end 1" class 150 No. 240 544 Gate value flanged end 1-1/4" class 150 No. 340 545 Gate value flanged end 1-1/2" class 150 No. 475 546 Gate value flanged end 2" class 150 No. 670 547 Gate value flanged end 2-1/2" class 150 No. 1,075 548 Gate value flanged end 3" class 150 No. 1,600 549 Gate value flanged end 4" class 150 No. 1,875 550 Gate value flanged end 6" class 150 No. 2,415 551 Grating G.I. No. 250 552 Bolts and nuts No. 2 553 G.I. Brackets Pair 360 554 G.I. cross 2" x 2" No. 305 555 G.I. hooks, bolt & nuts 4-1/2" x 5/16" No. 20 556 G.I. hook & eye 4" No. 150 557 G.I. hook & eye 6" No. 175 558 G.I. limpet washers 7/8" dia No. 1 559 G.I. pipe heavy duty 40 mm R.M. 590 560 G.I. pipe heavy duty 50 mm R.M. 881

G.I. pipe light duty

Materials-9





561 G.I. pipe 15 mm dia. R.M. 246 562 G.I. pipe 20 mm dia. R.M. 328 563 G.I. pipe 25 mm dia. R.M. 471 564 G.I. pipe 30 mm dia. R.M. 655 565 G.I. pipe 40 mm dia. R.M. 758 566 G.I. pipe 50 mm dia. R.M. 1,046 567 G.I. pipe 65 mm dia. R.M. 1,640 568 G.I. pipe 75 mm dia. R.M. 2,500 569 G.I. pipe 100 mm dia. R.M. 3,076

G.I. pipe medium duty570 G.I. pipe 15 mm dia. R.M. 256 571 G.I. pipe 20 mm dia. R.M. 330 572 G.I. pipe 25 mm dia. R.M. 492 573 G.I. pipe 30 mm dia. R.M. 639 574 G.I. pipe 40 mm dia. R.M. 740 575 G.I. pipe 50 mm dia. R.M. 1,030 576 G.I. pipe 65 mm dia. R.M. 1,322 577 G.I. pipe 75 mm dia. R.M. 1,704 578 G.I. pipe 100 mm dia. R.M. 2,447 579 G.I. pipe 125 mm dia. R.M. 3,302 580 G.I. pipe 150 mm dia. R.M. 3,899 581 G.I. rivets No. 12 582 G.I. sheet corrugated Kg. 150 583 G.I. sheet plain Kg. 130 584 G.I. sheet Kg. 130 585 G.I. sheet tank 400 Gals. capacity No. 42,000 586 G.I. tee 2" x 2" No. 180 587 G.I. tee hinges 10" No. 50 588 G.I. tee hinges 12" No. 70 589 G.I. tee hinges 18" No. 80 590 G.I. wire 10 gauge Kg. 140 591 G.I. wire gauge Sq.ft. 130 592 Glass 3 mm thick plain (local) Sq.m. 807 593 Glass 3 mm thick unclear (local) Sq.m. 646 594 Glass 5 mm thick plain (local) Sq.m. 1,291 595 Glass 5 mm thick unclear (local) Sq.m. 1,130 596 Glass 5 mm thick tinted (local) Sq.m. 1,775 597 Glass 6 mm thick plain (local) Sq.m. 1,350 598 Glass 6 mm thick unclear (local) Sq.m. 1,450 599 Glass 6 mm thick tinted (local) Sq.m. 1,850 600 Glass 6 mm thick plain (imported) Sq.m. 1,950 601 Glass 6 mm thick tinted (imported) Sq.m. 2,100 602 P. trap 4", glazed No. 160 603 Glass shelf with brackets No. 2,500 604 Glass shelf Master/Sonex No. 2,000 605 Glass strip 3 mm thick R.M. 11 606 Glass strip 5 mm thick R.M. 16 607 Glass wool 1 inch thick Sq.ft 30 608 Glue Kg. 160 609 Grass Sq.m. 269 610 Gravel Cu.m. 424 611 Grills, Flat Iron Sq.ft. 110 612 Grills, Square bar Sq.ft. 230 613 Gum Kg. 65 614 Gypsum board 1/4" thick Sq.m. 190 615 Gypsum board 3/8" thick Sq.m. 230 616 Gypsum board 1/2" thick Sq.m. 270 617 Gypsum powder Kg. 20 618 Hard board 5 mm thick Sq.ft. 20 619 Hard board 6 mm. thick Sq.ft. 30 620 Hard board 8 mm thick Sq.ft. 40 621 Hanger hook with pullout rod No. 55 622 Hand pump No. 2,000 623 Hessian cloth Sq.m. 47

Materials-10





624 Hessian Kg. 46 625 Male or female hinges No. 113 626 Hinges (bolts) No. 113 627 Hinges with lugs No. 63 628 Holding device No. 875 629 Hold fast Kg. 75 630 Hold fast No. 25 631 Hooks, iron Kg. 163 632 Hooks, iron No. 19 633 Holes (making) No. 10 634 Holes (punching) No. 10 635 Iron bolt 0.5" dia No. 81 636 S.S bolt 0.5" dia No. 82 637 Iron butt hinge 2" No. 75 638 Iron butt hinge 4" No. 75 639 S.S butt hinge 2" No. 80 640 S.S butt hinge 4" No. 120 641 Iron handle 4" No. 75 642 Iron handle 5" No. 88 643 Iron handle 6" No. 106 644 S.S handle 4" No. 150 645 S.S handle 5" No. 180 646 S.S handle 6" No. 220 647 Iron hinges 4" size No. 25 648 Iron hasp & staple 2" No. 23 649 Iron hasp & staple 3" No. 31 650 Iron hasp & staple 4" No. 38 651 Iron hasp & staple 5" No. 56 652 Aluminium U-beading Kg 450 653 1"x1" 16 guage MS Pipe Rft 30 654 fibre Glass sheet 1.5 mm Sft 150 655 fibre Glass sheet (decorative) 2.0 mm Sft 175 656 Iron helical spring hinges 4" No. 125 657 Iron peg No. 38 658 Iron piano hinge R.ft. 123 659 Iron parliament hinges 4" x 4" No. 44 660 Iron parliament hinges 5" x 5" No. 44 661 Iron shoe No. 31 662 Iron sliding bolt 6" x 1/2" No. 60 663 Iron sliding bolt 9" x 5/8" No. 90 664 Iron sliding bolt 10" x 5/8" No. 125 665 Iron sliding bolt 12" x 5/8" No. 150 666 Iron sliding bolt 15" x 3/4" No. 175 667 Iron screws Kg. 130 668 Iron screw 3/4" No. 7 669 Iron screw 1" No. 8 670 Iron screw 1.25 No. 8 671 Iron screw 1.5" No. 10 672 Iron screw 2" No. 10 673 Iron screw 2.5" No. 10 674 Iron screw 3" No. 10 675 S.S screw 1" No. 12 676 S.S screw 1.5" No. 15 677 Magnetic Latches No. 55 678 Iron socket for floor No. 8 679 Iron spring hinges 6" - single action No. 195 680 Iron spring hinges 6" - double action No. 245 681 S.S spring hinges 6" - Single action No. 300 682 S.S spring hinges 6" - Single action No. 350 683 Iron tower bolt 6" No. 75 684 Iron tower bolt 9" No. 90 685 Iron tower bolt 12" No. 110 686 S.S tower bolt 6" No. 80 687 S.S tower bolt 9" No. 100

Materials-11





688 S.S tower bolt 12" No. 120 689 Iron work Kg. 80 690 Joint - spun yarn + maxphalt composition Joint 10 691 Jute bag - new No. 70 692 Jute bag - old No. 35 693 Jute 2" wide including jute rope tie R.ft. 40 694 Jutoid W.P. matting (3.2 mm) Sq.m. 75 695 Jutoid W.P. matting (1.6 mm) Sq.m. 60 696 Lavatory basin No. 4,500 697 Lavatory basin No. 6,100 698 Liquid cut back asphalt Kg. 70 699 Lime Tonne 7,700 700 Looking miror Sq.m. 1,017 701 Lock Grains Kg. 90 702 Lock drawer alpha make No. 110 703 Hydraulic door closer New star No. 1,600 704 Hydraulic door closer HNH make No. 1,450 705 Lock main door kwikset with handle No. 5,500 706 Lock union No. 375 707 Lock Chinese make No. 1,200 708 Lock Hyundi No. 1,500 709 Lock yale No. 6,500 710 Marble chips Kg. 5 711 Marble tiles - Badal 3/8" thick Sq.m. 575 712 Marble tiles - Badal 1/2" thick Sq.m. 517 713 Marble tiles - Badal 3/4" thick Sq.m. 680 714 Marble tiles - Badal 1" thick Sq.m. 720 715 Marble slab - Badal 1" thick Sq.m. 2,260 716 Marble tiles - Badal 6" x 12" Sq.m. 237 717 Marble tiles - Lasbella 3/8" thick Sq.m. 650 718 Marble tiles - Lasbella 1/2" thick Sq.m. 750 719 Marble tiles - Lasbella 3/4" thick Sq.m. 1,290 720 Marble tiles - Lasbella 1" thick Sq.m. 1,290 721 Marble slab - Lasbella 1" thick Sq.m. 3,600 722 Marble tiles - Lasbella 6" x 12" Sq.m. 323 723 Marble tiles - super white 3/8" thick Sq.m. 1,190 724 Marble tiles - super white 1/2" thick Sq.m. 1,290 725 Marble tiles - super white 3/4" thick Sq.m. 2,152 726 Marble tiles - super white 1" thick Sq.m. 3,553 727 Marble slab - super white 1" thick Sq.m. 4,842 728 Marble tiles - super white 6" x 12" Sq.m. 560 729 Chips zero number Kg. 7 730 Manure Cu.m. 300 731 Mansion polish Kg. 315 732 Marble powder Kg. 6 733 Methylated spirit Litre 65 734 Bitumen 80/100 Kg. 80 735 0.25" M.S. Plate Sq.ft. 80 736 M.S. bail plug 50 mm dia. No. 449 737 M.S. bail plug 75 mm dia. No. 676 738 M.S. bail plug 100 mm dia. No. 1,207 739 M.S. bail plug 125 mm dia. No. 1,591 740 M.S. bail plug 150 mm dia. No. 1,886 741 M.S. bail plug 175 mm dia. No. 2,264 742 M.S. bail plug 200 mm dia. No. 2,461 743 M.S. bail plug 225 mm dia. No. 2,789 744 M.S. bail plug 250 mm dia. No. 3,839 745 M.S. bail plug 300 mm dia. No. 4,626

M.S. blind pipe seemless 746 M.S. blind pipe 50 mm dia R.M 1,115 747 M.S. blind pipe 75 mm dia R.M 1,602

748 M.S. blind pipe 100 mm dia R.M 2,126



Materials-12














760 M.S. cap 4" size No. 550 761 M.S. cap 6" size No. 750 762 M.S. flat Kg 75 763 M.S. fastner No. 10 764 Mild steel bars( G-40) Tonne 88,000 765 M.S. pipe 10 SWG R.ft. 65 766 M.S. pipe R.M. 350 767 M.S. plate Kg 85 768 M.S. rod Kg 55 769 M.S. sheet for formwork Kg. 70 770 M.S. sheet Kg. 75 771 M.S. strap Kg 60 772 M.S. tee iron Kg 75 773 Mud mortar Cu.m. 250 774 Mud plaster Cu.ft. 6 775 Munj ban Kg. 50 776 Murum Cu.m. 1,059 777 Nail of all sizes Kg. 90 778 Namda 1/16" thick Sq.m. 45 779 Namda 1/2" thick Sq.m. 185 780 Nipple No. 30 781 Nuts 9" long with bolts No. 17 782 Oil kerosine Litre 88 783 Oil linseed boiled Litre 92 784 Oil - diesel Litre 96 785 Oil linseed raw Litre 90 786 Oil Petrol Litre 88 787 Oil putty Kg. 90 788 Oil turpentine kg. 105 789 Patent drier Gram 33 790 Paint - Anti corrosive Litre 175 791 Paint - Alkali resisting Litre 200 792 Paint - Aluminium Litre 310 793 Painting brush 2" No. 110 794 Painting brush 4" No. 350 795 Paint black bituminous Litre 200 796 Paint black japan Litre 350 797 Paint Creosote Litre 205 798 Paint distemper Kg. 215 799 Paint (mixed at site) Litres 299 800 Paint - Plastic emulsion Litre 420 801 Paint red oxide Litre 202 802 Paint red oxide (2 coats) Sq.ft. 8 803 Paint snowcem Kg. 72 804 Paint synthetic lead primer Litre 2,308 805 Paint solignum Litre 325 806 Paint - vinyl emulsion Litre 219 807 Paint red oxide primer Litre 208 808 Paint synthetic enamel Litre 325 809 Paint varnish Litre 234 810 Paint weather coat Litre 400 811 primer Litre 350 812 Paper Tape Roll 55 813 Plastic Emulsion Primer Litre 175

Materials-13





P.C.C. pipe, ASTM C-14, Class 2814 Pipe 100 mm dia. with collars etc. R.M. 83 815 Pipe 150 mm dia. with collars etc. R.M. 99 816 Pipe 200 mm dia. with collars etc. R.M. 204 817 Pea gravel Cu.m. 6,356 818 Pigment Kg. 83 819 Pilchi Cu.m. 72 820 Plastic wire gauze Sq.ft. 26 821 Ply - commercial 5 ply Sq.ft. 45 822 Ply - commercial 3 ply Sq.ft. 35 823 Ply - shisham 5 ply Sq.ft. 70 824 Ply - shisham 3 ply Sq.ft. 35 825 Ply - teak 5 ply Sq.ft. 85 826 Ply - teak 3 ply Sq.ft. 60 827 Polish bee wax Litre 425 828 Polish french Litre 115 829 Polish mansion Kg. 348 830 Pottery pull, glazed No. 102 831 Polythene sheet Sq.m. 80 832 Pudlo Kg. 70 833 Pucca kam Kg. 35 834 Pully Kg. 23 835 Pulley No. 85 836 U-PVC cap 4" size No. 90 837 U-PVC cap 6" size No. 270

U-PVC bend class B

838 U-PVC bend 75 mm dia No. 269




842 U-PVC bend 200 mm dia No. 1,568

U-PVC bend class D







849 U-PVC bend 150 mm dia No. 1,330

U-PVC blind pipe class B

850 U-PVC blind pipe 80 mm dia R.M. 314




854 U-PVC blind pipe 200 mm dia R.M. 1,430




U-PVC blind pipe class D







Rigid-PVC conduit pipe

864 PVC conduit pipe 20 mm dia R.M. 21


Materials-14









870 PVC conduit pipe 100mm dia R.M. 196

U-PVC crosser class B

871 U-PVC crosser 80 mm dia No. 135




875 U-PVC crosser 200 mm dia No. 1,296




U-PVC crosser class D








U-PVC elbow, class B

886 U-PVC elbow 80 mm dia No. 146




890 U-PVC elbow 200 mm dia No. 4,333




U-PVC elbow, class D








U-PVC bail /end plug class B

901 U-PVC end plug 75 mm dia No. 141







908 U-PVC end plug 350 mm dia No. 1,157

U-PVC bail /end plug class D






Materials-15







916 P.V.C Jointing solution Kg. 233

917 U-PVC nosing 30 mm wide R.M. 83




921 U-PVC off-set 80 mm No. 217

922 U-PVC off-set 100 mm No. 221

PVC socket class D

923 PVC socket 30 mm dia No. 54





PVC spout

928 PVC spout 100 mm dia R.M. 551



U-PVC strainer class B

931 U-PVC strainer 75 mm dia R.M. 314




935 U-PVC strainer 200 mm dia R.M. 1,430




U-PVC strainer class D








U-PVC tappered core class B

946 U-PVC tappered core 80 mm dia No. 27





U-PVC tappered core class D




U-PVC tee class B

954 U-PVC 80 mm dia No. 233

955 U-PVC 100 mm dia No. 349

956 U-PVC 125 mm dia No. 608

957 U-PVC 150 mm dia No. 955

958 U-PVC 200 mm dia No. 719

959 U-PVC 250 mm dia No. 1,504

960 U-PVC 300 mm dia No. 2,312

Materials-16





961 U-PVC 350 mm dia No. 6,008

U-PVC tee class D

962 U-PVC tee 30 mm dia No. 54







U-PVC waste pipe

969 U-PVC waste pipe 30 mm No. 175

970 U-PVC waste pipe 40 mm No. 227

971 PVC water stopper eye letted R.M. 146

972 PVC water stop 4.5" wide R.M. 204

973 PVC water stop 6" wide R.M. 233


975 PVC water stop 9" wide R,M. 41


977 U-PVC water-stop 18" wide R.M. 805

978 U-PVC flushing bend 30 mm dia. No. 71

979 U-PVC flushing bend 40 mm dia. No. 106

980 Plastic ring 1" dia. No. 7

981 Plastic ring 1.25" dia. No. 8

982 Rawal plug 1" long No. 4

983 Rawal plug 2.5" long No. 7

984 Rawal plug 3" long No. 9

985 R.C.C cover (2" thick) Cu.ft. 1,942

986 R.C.C. pipe 4" dia. R.M. 191

987 R.C.C. pipe 6" dia. R.M. 233

988 R.C.C. pipe 9" dia R.M. 302

R.C.C. pipe, ASTM C-76 wall B

989 Pipe 225 mm R.M. 632

990 Pipe 300 mm R.M. 753

991 Pipe 375 mm R.M. 955

992 Pipe 450 mm R.M. 1,157

993 Pipe 525 mm R.M. 1,538

994 Pipe 600 mm R.M. 1,792

995 Pipe 675 mm R.M. 2,225

996 Pipe 750 mm R.M. 2,543

997 Pipe 825 mm R.M. 3,121

998 Pipe 900 mm R.M. 4,160

999 Pipe 1050 mm R.M. 5,604

1000 Pipe 1200 mm R.M. 6,817

1001 Pipe 1350 mm R.M. 10,397

1002 Pipe 1500 mm R.M. 11,552

1003 Pipe 1650 mm R.M. 13,862

1004 Pipe 1800 mm R.M. 15,400

1005 R.C.C. pipe 9" dia R.M. 425 1006 R.C.C. pipe 12" dia R.M. 640 1007 Retarding Agent Liter 400 1008 Red lead Kg. 220 1009 Reg bolt Kg. 82 1010 Rivets Kg. 90 1011 R.S. joist Kg. 82 1012 Rolling shutter Kg. 125

Materials-17





1013 Rolling shutter M.S. bars Kg. 90 1014 Round bars Kg. 82 1015 Ruberoid (3 Ply) Sq.m. 105 1016 Rubber connection pipe No. 105 1017 Rubber plug No. 17 1018 Rubber packing Sq.ft. 21 1019 Rubber ring 80 mm No. 72 1020 Rubber ring 100 mm No. 105 1021 Rubber ring 150 mm No. 127 1022 Rubber sealing compound Kg. 275 1023 Set accelerating agent litre 248 1024 Sand local Cu.m. 883 1025 Approved Coarse Sand Cu.m. 1,059 1026 Sand fine Kg. 8 1027 Sand paper No. 20 1028 Screw 3/4" No. 3 1029 Sealant Sq.m. 20 1030 Sheath 1-1/4" R.M. 45 1031 Sheath 1-1/2" R.M. 60 1032 Self coupling Welded Steel Sheath 1-1/4" R.M. 40 1033 Self coupling Welded Steel Sheath 1-1/2" R.M. 50 1034 Shelf, plastic with bracket No. 160 1035 Crush 3/4" & down gauge Cu.m. 1,421 1036 Crush 1" & down gauge Cu.m. 1,112 1037 Crush 1-1/2" & down gauge Cu.m. 927 1038 Shower tray, glazed No. 188 1039 Shower kit No. 1,000 1040 Shower telephonic No. 1,800 1041 Sink bracket C.I. Pair 400 1042 Sink C.P. brass waste No. 375 1043 Sink glazed fire clay 24" x 18" No. 2,800 1044 Sink pillar tap 2 way No. 1,200 1045 Sink plug with chain No. 350 1046 Sink stainless steel 42" x 24" No. 4,000 1047 Sink stainless steel 36" x 24" No. 3,000 1048 Sink malleable iron bottle trap No. 900 1049 Skylight frame, Steel Sq.ft. 240 1050 Skylight frame, Aluminium - fixed Sq.ft. 420 1051 Soap dish C.P. No. 720 1052 Soap dish earthenware No. 912 1053 Soap dish plastic No. 270 1054 Soap sunlight No. 24 1055 Soft board Sq.m. 300 1056 Socket /union 1/2" dia. No. 564 1057 Socket /union 3/4" dia. No. 696 1058 Socket /union 1" dia. No. 864 1059 Soft wood (0.5" wide, 2" deep) Sq.m. 114 1060 Stakes No. 48 1061 Stopper brass Nos. 378 1062 Stop cock with C.P. cover No. 1,080 1063 Steel-Mild Kg. 82 1064 Steel gate, collapsible Sq.m. 3,000 1065 Steel - deformed bars Grade 40 Tonne 88,000 1066 Steel - deformed bars Grade 60 Tonne 93,000 1067 Steel - torbar, Grade 60 Tonne 85,000 1068 Steel hooks Nos. 60 1069 Steel pipe 50 mm. dia. R.M. 120 1070 Steel pipe 65 mm. dia. R.M. 197 1071 M.S. section Kg. 80 1072 M.S. square/ round bars Kg. 80 1073 Stone ballast crushed 2" and down gauge Cu.m. 706 1074 Stone ballast 1-1/2" & down gauge Cu.m. 777 1075 Stone Cu.m. 706 1076 Stone post No. 1,500

Materials-18





1077 Stone for pitching Cu.m. 530 1078 Stone soling Cu.m. 1,236 1079 Stone sprawl Cu.m. 1,165 1080 Stiff rubber R.ft. 28 1081 Sunk handle No. 33 1082 Surki Cu.m. 6,380 1083 Super Plastisizer Litre 450 1084 Sweet earth Cu.m. 1,412 1085 T-Iron Kg. 75 1086 Telephone box 20 pair No. 770 1087 Telephone box 30 to 60 pair No. 2,640 1088 Telephone box 100 pair No. 6,270 1089 Telephone rosette No. 66 1090 Telephone terminal strip 20 pair No. 451 1091 Telephone terminal strip 30 pair No. 880 1092 Telephone terminal strip 40 pair No. 1,199 1093 Telephone terminal strip 60 pair No. 1,760 1094 Telephone terminal strip 100 pair No. 2,530 1095 Thermopore sheet 1/2" thick No. 100 1096 Thermopore sheet 1" thick No. 180 1097 Thermopore sheet 1-1/2" thick No. 250 1098 Tiles cement 3/4" thick Sq.m. 370 1099 Tiles cement 1" thick Sq.m. 390 1100 Tiles cement 1-1/2" thick Sq.m. 430 1101 Tiles, facing strips - glazed Sq. m. 750 1102 Tiles, facing strips - rough glazed. Sq. m. 700 1103 Tiles, facing strips - unglazed Sq. m. 650 1104 Ceramic Tile glazed/matt (Prime Quality) Sq. m. 825 1105 Porcelain Tile glazed/matt (Prime Quality) Sq. m. 1,000 1106 High Polymer Modified Quickset Tile Adhesive Kg. 20 1107 Tiles mosaic 1/2" thick Sq.m. 512 1108 Tiles mosaic 3/4" thick Sq.m. 325 1109 Tiles mosaic 1" thick Sq.m. 350 1110 Tiles mosaic 1-1/2" thick Sq.m. 400 1111 Tiles Premium quality 2 mm thick Sq.m. 438 1112 Tiles Premium quality 3 mm thick Sq.m. 665 1113 Tiles Royal quality 1.8 mm thick Sq.m. 518 1114 Tiles Royal quality 3 mm thick Sq.m. 709

Tuff Sq.m. 175 1115 Tie rod No. 38 1116 Toilet paper holder plastic No. 250 1117 Towel rail plastic No. 200 1118 Trap, ceramic china No. 313 1119 Anti Termite Spray Liter 1,500

Urinal 1120 Urinal 6001 coloured No. 1,000 1121 Urinal 6001 white No. 1,000 1122 Urinal 6003 coloured No. 1,200 1123 Urinal 6003 white No. 1,100 1124 C.I. automatic flushing cistern No. 2,700 1125 Flush pipe with C.P. accessories No. 600 1126 C.I. bracket for flushing cistern Pair 200 1127 PVC waste pipe No. 150 1128 Rubber connection No. 85 1129 ICI Varnish synthetic Liter 2,500 1130 Varnish synthetic clear Liter 3,500 1131 Vitrified mortar Kg 8 1132 Washing powder Sachet 15 1133 Washing powder Kg 50 1134 Washing soda Kg 90

Wash basin 1135 W.B. 18" (450 mm) coloured No. 1,680 1136 W.B. 18" (450 mm) white colour No. 1,500 1137 W.B. 24" coloured ICL Futura 2041/60 No. 2,200

Materials-19





1138 W.B. 24" white colour ICL Futura 2041/60 No. 2,100 1139 W.B. 26" coloured ICL 2032/65 No. 2,300 1140 W.B. 26" white colour ICL 2032/66 No. 2,400 1141 W.B. bolt kit No. 391 1142 W.B. C.P. brass chain No. 165 1143 W.B. stop cock No. 990 1144 Pedestal coloured No. 1,492 1145 Pedestal white colour No. 1,320

Water closet1146 W.C. Asian/Orisa/900 coloured No. 2,500 1147 W.C. Asian/Orisa/900 white No. 2,800 1148 W.C. Fregate 4006 coloured No. 5,500 1149 W.C. Fregate 4006 white colour No. 4,500 1150 W.C. Floride coupled 4030 coloured No. 2,860 1151 W.C. Floride coupled 4030 white colour No. 2,750 1152 W.C. Indian 902 coloured No. 3,500 1153 W.C. Indian 902 white colour No. 2,200 1154 W.C. Ifo coloured No. 8,500 1155 W.C. Ifo white colour No. 8,800 1156 W.C. Non-coupled 7HU coloured No. 3,200 1157 W.C. Non-coupled 7HU white colour No. 3,300

W.C. cistern

1158 Cistern 4006 coloured No. 1,750

1159 Cistern 4006 white colour No. 1,500

1160 Cistern 4030 coloured No. 1,600

1160 Cistern 4030 white colour No. 1,400

1161 Cistern bolt kit No. 39

1162 Plastic flushing cistern No. 792

1162 W.C. pan No. 1,595

1163 W.C. PVC down pipe No. 77

1164 Seat cover No. 418 1164 Stop cock 1/2" No. 990 1165 W.C. trap 4" No. 138 1166 Vitreous China trap No. 165 1166 Wetting agent Litre 198 1167 Welding joints No. 6 1168 Winder No. 61 1168 Window, aluminium - hung or sliding Sq.ft. 550 1169 Window, aluminium - partly fixed/hung or sliding Sq.ft. 550 1170 Window, aluminium - fixed Sq.ft. 525 1170 Window, fibre wire gauze Sq.ft. 135 1171 Window frame, steel - hunged Sq.ft. 145 1172 Window frame, steel - partly fixed & partly hung Sq.ft. 125 1172 Wire brush No. 50 1173 Wire gauze Sq.ft. 38 1174 Wire mesh Kg. 110 1174 Wire net Sq.m. 330 1175 Wire steel Tonne 112,000 1176 Deodar wood vaneer board 3/4" thick Sq. ft. 60 1176 Wooden batton 20 mm wide R.M. 15 1177 Laminated board 3/4" thick Sq. ft. 50 1178 UV sheet Sq. ft. 30 1179 Wood - Kail 2nd class Cu.m. 35,310 1180 Wood - deodar 1st class Cu.m. 176,550 1181 Wood - deodar 2nd class Cu.m. 141,240 1182 Fuel wood Kg. 15 1182 Wood - Kail 1st class Cu.m. 123,585 1183 Wood - Kikar Cu.m. 42,372 1184 Wood - Partal Cu.m. 42,372 1185 Wood - Shisham Cu.m. 70,620 1186 Wooden gutees No. 4 1187 Wooden pegs No. 12 1187 Wooden pegs 6" to 9" No. 11

Materials-20





1188 Wooden pegs 9" to 15" No. 12

1189 Wooden Lipping 25mm wide x 12mm thick= R.M. 110

1190 Partial Gola 1"x1/4" R.M. 95

1191 Partial Gola 2"x1" R.M. 155

1192 Wooden rod for shoes No. 13 1193 Window stay brass 9" No. 86 1194 Window stay iron 9" No. 22 1195 White lead Kg. 50

Miscellanious1196 Water Litre 5 1197 Steel Brush No. 70 1198 Welding Electrode # 10 (Iron Alloy) Kg. 115 1199 Eye Bolt Kg. 40 1200 M.S Clamp Kg. 80 1201 M.S Hook Kg. 50 1202 Steel Brush (Large Size) No. 150 1203 Steel Brush (Small Size) No. 85 1204 Cutting Disk Size 175mm (7") No. 185

Jumbolon Installation1171 25mm to 32mm thick (1" to 1-1/4') Sq.m. 550 1172 50mm thick Sq.m. 770

High Grip Membrane1205 Bitumnen Paper 3mm Sq.m. 420 1206 Bitumnen Paper 4mm Sq.m. 440

Earth1207 Good Earth Cu.m. 415 1208 Soil Class A-4 Cu.m. 420

Storage Water Tanks (polythyeline) BlueVertical Capacity

1177 200 Gls No. 10,640 1178 250 Gls No. 12,080 1179 300 Gls No. 14,880 1180 350 Gls No. 15,840 1181 400 Gls No. 17,840 1182 500 Gls No. 23,040 1183 1000 Gls No. 48,800 1184 1200 Gls No. 57,200 1185 1500 Gls No. 64,000 1186 1800 Gls No. 76,800

Horizontal Capacity 11,000 1209 200 Gls No. 15,800 1210 250 Gls No. 18,500 1211 300 Gls No.

Storage Water Tanks (polythyeline) Black (Dura, Super tuff double ply)Vertical Capacity

1212 200 Gls No. 10,640

1213 250 Gls No. 12,080

1214 300 Gls No. 14,880

1215 350 Gls No. 15,840

1216 400 Gls No. 17,840

1217 500 Gls No. 23,040

1218 1000 Gls No. 48,800

1219 1200 Gls No. 57,200

1220 1500 Gls No. 64,000

1221 1800 Gls No. 76,800

1222 2500 Gls No. 105,000 Horizontal Capacity

1223 200 Gls No. 12,300

1224 250 Gls No. 16,550

1225 300 Gls No. 18,950

Zinc Coated Steel Wire

Materials-21





1226 Zinc Coated Steel Wire 1.95mm dia Kg. 120 1227 Zinc Coated Steel Wire 2.8mm dia Kg. 115

Material for Road Signals and Guard RailSign Boards

1228 Warning sign board (Cat-1) of size 900mm Triangle Shape No. 13,150 Road Stud

1229 Cats-eye Single (Flush surface) Plastic No. 275

1230 Cats-eye Double (Flush surface) Plastic No. 285

1231 Cats-eye Single (Raised surface) Plastic No. 300

1232 Cats-eye Double (Raised surface) Plastic No. 325

1233 Cats-eye Single (Flush surface) Aluminium No. 350

1234 Cats-eye Double (Flush surface) Aluminium No. 375

1235 Cats-eye Single (Raised surface) Aluminium No. 400

1236 Cats-eye Double (Raised surface) Aluminium No. 425

1237 Synthetic rubber speed hump 5 Cm high & 35 Cm wide No. 750 1238 Synthetic rubber speed hump 5 Cm high & 35 Cm wide No. 1,000 1239 Synthetic rubber speed hump 5 Cm high & 35 Cm wide No. 1,000 1240 Synthetic rubber speed hump 5 Cm high & 35 Cm wide No. 1,000 1241 Metal speed hump 5 Cm high & 35 Cm wide No. 850

Bamboo1242 Bamboo (60 - 120 mm dia) 2.5m to 3.0m long No. 160 1243 Bamboo (60 - 120 mm dia) 3.0m to 3.75m long No. 200 1244 Bamboo (60 - 120 mm dia) 3.75m to 4.25m long No. 220 1245 Bamboo (60 - 120 mm dia) 4.25m to 4.90m long No. 260 1246 Bamboo (60 - 120 mm dia) 4.90m to 6.25m long No. 320 1247 Steel-Mild Grade 60 Kg. 74 1248 Rubber Speed Hump 5 Cm high and 35 Cm wide black & yellow RM 92 1249 Granite black (local) Sq.m. 5,918 1250 Granite black (China) Sq.m. 7,398 1251 Granite Red Rubi (Indian) Sq.m. 7,398 1252 Granite Red chilli (Mylasian) Sq.m. 7,398 1253 Granite Galaxy Black (Indian) Sq.m. 8,070 1254 Granite baltic brown (Mylasian) Sq.m. 8,877 1255 Granite camel brown (Mylasian) Sq.m. 7,398 1256 Granite raw-silk (Mylasian) Sq.m. 7,398 1257 Granite blue per (Mylasian) Sq.m. 10,760

HDPE PIPES (PN-10) SDR-171258 (20mm) outer dia R.M 41 1259 (25mm) outer dia R.M 49 1260 (32mm) outer dia R.M 67 1261 (40mm) outer dia R.M 106 1262 (50mm) outer dia R.M 164 1263 (63mm) outer dia R.M 260 1264 (75mm) outer dia R.M 366 1265 (90mm) outer dia R.M 526 1266 (110mm) outer dia R.M 782 1267 (125mm) outer dia R.M 998 1268 (140mm) outer dia R.M 1,450 1269 (160mm) outer dia R.M 1,641 1270 (180mm) outer dia R.M 2,073 1271 (200mm) outer dia R.M 2,550 1272 (225mm) outer dia R.M 3,364 1273 (250mm) outer dia R.M 3,960 1274 (280mm) outer dia R.M 5,415 1275 (315mm) outer dia R.M 6,866 1276 (355mm) outer dia R.M 8,837 1277 (400mm) outer dia R.M 11,110 1278 (450mm) outer dia R.M 13,887 1279 (500mm) outer dia R.M 17,674 1280 (560mm) outer dia R.M 22,848 1281 (630mm) outer dia R.M 29,293 1282 (800 mm) outer dia R.M 40,500

HDPE PIPES (PN-8) SDR-211283 (20mm) outer dia R.M 38

Materials-22





1284 (25mm) outer dia R.M 45 1285 (32mm) outer dia R.M 62 1286 (40mm) outer dia R.M 88 1287 (50mm) outer dia R.M 139 1288 (63mm) outer dia R.M 212 1289 (75mm) outer dia R.M 308 1290 (90mm) outer dia R.M 441 1291 (110mm) outer dia R.M 638 1292 (125mm) outer dia R.M 820 1293 (140mm) outer dia R.M 1,050 1294 (160mm) outer dia R.M 1,344 1295 (180mm) outer dia R.M 1,691 1296 (200mm) outer dia R.M 2,091 1297 (225mm) outer dia R.M 2,729 1298 (250mm) outer dia R.M 3,243 1299 (280mm) outer dia R.M 4,444 1300 (315mm) outer dia R.M 5,604 1301 (355mm) outer dia R.M 7,160 1302 (400mm) outer dia R.M 8,992 1303 (450mm) outer dia R.M 11,372 1304 (500mm) outer dia R.M 14,361 1305 (560mm) outer dia R.M 18,642 1306 (630mm) outer dia R.M 24,191 1307 (800 mm) outer dia R.M 32,500

HDPE PIPES (PN-12) SDR-13.61308 (20mm) outer dia R.M 40 1309 (25mm) outer dia R.M 52 1310 (32mm) outer dia R.M 84 1311 (40mm) outer dia R.M 129 1312 (50mm) outer dia R.M 198 1313 (63mm) outer dia R.M 315 1314 (75mm) outer dia R.M 446 1315 (90mm) outer dia R.M 639 1316 (110mm) outer dia R.M 945 1317 (125mm) outer dia R.M 1,215 1318 (140mm) outer dia R.M 1,650 1319 (160mm) outer dia R.M 2,002 1320 (180mm) outer dia R.M 2,546 1321 (200mm) outer dia R.M 3,136 1322 (225mm) outer dia R.M 4,320 1323 (250mm) outer dia R.M 4,882 1324 (280mm) outer dia R.M 7,947 1325 (315mm) outer dia R.M 10,719 1326 (355mm) outer dia R.M 12,524 1327 (400mm) outer dia R.M 16,554 1328 (450mm) outer dia R.M 20,948 1329 (500mm) outer dia R.M 25,607 1330 (560mm) outer dia R.M 32,322 1331 (630mm) outer dia R.M 40,746 1332 (800 mm) outer dia R.M 51,500 1333 Testing, for design purpose, of RCC piles under static loading 1 Job 115,000 1334 Execution of standard sub-soil penetration test 1 Job 11,500 1335 Extraction of undisturbed sample of soil at specified depth 1 Job 9,200 1336 Extraction of disturbed sample of soil at specified depth 1 Job 6,900 1338 Cat Eyes angle iron reflector aluminium body 4''x 2'' using diamond Each 345

HDPE PIPES (PN-16) SDR-11 - 1339 (13mm) outer dia R.M 38 1340 (20mm) outer dia R.M 42 1341 (25mm) outer dia R.M 62 1342 (32mm) outer dia R.M 104 1343 (40mm) outer dia R.M 156 1344 (50mm) outer dia R.M 242 1345 (63mm) outer dia R.M 382 1346 (75mm) outer dia R.M 532 1347 (90mm) outer dia R.M 771 1348 (110mm) outer dia R.M 1,140 1349 (125mm) outer dia R.M 1,477 1350 (140mm) outer dia R.M 1,950

Materials-23





1351 (160mm) outer dia R.M 2,411 1352 (180mm) outer dia R.M 3,047 1353 (200mm) outer dia R.M 3,760

1354 (225mm) outer dia R.M 5,211

1355 (250mm) outer dia R.M 5,940

1356 (280mm) outer dia R.M 9,950

1357 (315mm) outer dia R.M 12,825

1358 (355mm) outer dia R.M 15,597

1359 (400mm) outer dia R.M 19,984 1360 (450mm) outer dia R.M 24,466 1361 (500mm) outer dia R.M 29,248 1362 (560mm) outer dia R.M 40,725 1363 (630mm) outer dia R.M 48,558 1364 (800 mm) outer dia R.M 60,525 1365 Extruded Polystyrene (50 mm) Sq.m 888 1366 Extruded Polystyrene (38 mm) Sq.m 796 1367 Extruded Polystyrene (25 mm) Sq.m 538 13681369 Contractor's profit & overhead 20%1370 525 1371 Main ropes 1.25" dia. R.m 525 1372 Wind guy ropes 1" dia. R.m 378 1373 Wind guy ropes 3/4" dia. R.m 260 1374 Wind guy ropes 1/2" dia. R.m 210 1375 Main cable clamp No. 850 1376 Transom clamp No. 850 1377 Road bear clamp No. 630 1378 Wind guy clamp No. 420 1379 Wind guy double clamp No. 420 1380 U Grips 1.5" dia No. 420 1381 U Grips 1" dia No. 370 1382 U Grips 3/4" dia No. 295 1383 Thimble plate 1.5" dia No. 315 1384 Thimble plate 1" dia No. 626 1385 Thimble plate 3/4" dia No. 189 1386 Thimble plate 1/2" dia No. 160 1387 R.S. Joist transom R.m 1,548 1388 Coupling machine No. 20,000 1389 Saddle plates No. 30,000 1390 Steel runners 3" x 6" dia. R.m 525 1391 Deck Plate 1/4" Thick Kg 85 1392 Deck Plate 3/8" Thick Kg 85 1393 Cable R.m 112,000 1394 Anchorage Cone sets with wedges No.s 3,300 1395 Corrugated Steel Sheath duct R.m 45 1396 PE Grout vents 50 1397 PE Grout Tube 47

1398 PVC wraping tape roll 70

1399 Grout additive 490

1400 Helical core for cable size 12/5mm or 12/7mm 85 1401 Diesel Litre 96 1402 Mobil Oil Litre 450

1403GI Metal Tile Lay-in Perforated Tegular edge global white color tiles of Size 595x595 mm a

Sqm 2,718

1404 Main T ceiling sections 24x38x0.3 mm (3 metre long) each 561

1405 Perimeter wall angle 21x21x0.3 mm (3 metre long) each 354

1406 Intermediate cross T-Section 24x25x0.30mm (1.2 mtrs long) each 216

1407 Intermediate cross T-Section 24x25x0.30mm (0.6 mtrs long) each 102

1408 Hanger rod 4 mm thick each 21 1409 Adjustment clip each 18 1410 Soffit cleat each 9

1411 Dash hold fastener 12.5 mm dia, 40 mm long with 6 mm dia bolt each 144

1412 Water Proofing Admixture litre 110

1413 Reflective Paint litre 1,050

Materials-24





1414 Sq. M 500 1415 50mm floor and ceiling GI Channel R.m 180 1416 48mm GI Stud R.m 60 1417 Pump 2"x1.5" (40-200) Nos. 119,606 1418 Pump 2.5"x2" (50-160) Nos. 127,184 1419 Pump 3"x2.5" (65-200) Nos. 135,828 1420 Pump (32-160) Nos. 119,296

1421 Pump (40-250) Nos. 159,205

1422 Pump (50-200) Nos. 134,639

1423 Pump (80-200) Nos. 165,257 1424 Motor, 2,900 RPM,1HP Nos. 14,336 1425 Motor, 2,900 RPM, 2HP Nos. 21,907 1426 Motor, 2,900 RPM, 3HP Nos. 34,835 1427 Motor, 2,900 RPM, 5.5HP Nos. 46,138 1428 Motor, 2,900 RPM, 7.5HP Nos. 64,935 1429 Motor, 2,900 RPM, 10HP Nos. 83,718 1430 Motor, 2,900 RPM, 15HP Nos. 116,626 1431 Motor, 2,900 RPM, 20HP Nos. 151,809 1432 Motor, 2,900 RPM, 25HP Nos. 169,462 1433 Motor, 2,900 RPM, 30HP Nos. 200,633 1434 Motor, 2,900 RPM, 40HP Nos. 218,925 1435 Mono Block PumpSet, 4HP Nos. 39,699 1436 Mono Block PumpSet, 5HP Nos. 44,662

1437 Mono Block PumpSet, 7.5HP Nos. 61,410

1438 Mono Block PumpSet, 10HP Nos. 82,024 1439 Mono Block PumpSet, 15HP Nos. 104,238

1440 Submersible Pumpset,4HP Nos. 249,810

1441 Submersible Pumpset, 5HP Nos. 299,205

1442 Submersible Pumpset, 6 HP Nos. 321,412

1443 Submersible Pumpset, 7.5HP Nos. 352,746

1444 Submersible Pumpset, 10HP Nos. 406,688

1445 Submersible Pumpset, 12.5 HP Nos. 437,447


1447 Submersible Pumpset, 17.5 HP Nos. 489,542




1451 Motor Control Panel, 3HP Nos. 2,966

1452 Motor Control Panel, 5.5HP Nos. 2,966






1458 Diesel Engine, 6 HP Nos. 60,000









1467 Self Start Accessories with Battery LS 19,320

1468Base Plate and Coupling for Diesel Engine including Belts and Brackets

LS 15,120

Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm)

Materials-25





1469Assemble for Diesel Engine and pump with direct suction and double shaft

LS 29,400

1470 Tractor Assembly LS 25,200 1471 PVC Pipe, 6 inches, B-Class R.m 675

1472 PVC Pipe, 5 inches, B-Class R.m 482



1475 PVC Pipe, 2.5 inches, C-Class R.m 139

1476 PVC Pipe, 2 inches, C-Class R.m 163

1477 PVC Pipe, 1.5 inches, D-Class R.m 105

1478 PVC Pipe, 1.25 inches, D-Class R.m 80

1479 UPVC Pipe, 1 inch, E-Class R.m 63

1480 UPVC Pipe, 0.75 inch, E-Class R.m 42

1481 UPVC Pipe, 0.5 inch, E-Class R.m 29

1482 PVC Pipe, 25 mm, PN-6 R.m 39

1483 PVC Pipe, 32 mm, PN-6 R.m 50

1484 PVC Pipe, 40 mm, PN-6 R.m 63

1485 PVC Pipe, 50 mm, PN-6 R.m 79

1486 PVC Pipe, 63 mm, PN-6 R.m 101

1487 PVC Pipe, 75 mm , PN-6 R.m 139

1488 PVC Pipe, 90 mm, PN-6 R.m 181

1489 PVC Pipe, 110 mm, PN-6 R.m 276

1490 PVC Pipe, 140 mm, PN-6 R.m 425

1491 PVC Pipe, 160 mm, PN-6 R.m 582

1492 PE Pipe, 110 mm, PN-8 R.m 397

1493 PE Pipe, 90 mm, PN-8 R.m 264

1494 PE Pipe, 75 mm, PN-8 R.m 184

1495 PE Pipe, 63 mm, PN-8 R.m 129

1496 PE Pipe, 50 mm, PN-8 R.m 81

1497 PE Pipe, 40 mm, PN-8 R.m 55

1498 PE Pipe, 110 mm, PN-10 R.m 489

1499 PE Pipe, 90 mm, PN-10 R.m 328

1500 PE Pipe, 75 mm, PN-10 R.m 223

1501 PE Pipe, 63 mm, PN-10 R.m 161

1502 PE Pipe, 50 mm, PN-10 R.m 101

1503 PE Pipe, 40 mm, PN-10 R.m 65

1504 Sand Media/Gravel Filter, 10m3/hr Nos. 32,962 1505 Sand Media/Gravel Filter, 20m3/hr Nos. 37,671 1506 Sand Media/Gravel Filter, 25m3/hr Nos. 46,131 1507 Sand Media/Gravel Filter, 30m3/hr Nos. 47,088 1508 Sand Media/Gravel Filter, 35m3/hr Nos. 51,797 1509 Sand Media/Gravel Filter, 40m3/hr Nos. 55,358 1510 Sand Media/Gravel Filter, 45m3/hr Nos. 61,624 1511 Sand Media/Gravel Filter, 50m3/hr Nos. 69,219 1512 Sand Media/Gravel Filter, 60m3/hr Nos. 73,457 1513 Disc Filter, 15m3/hr Nos. 9,417 1514 Disc Filter, 20m3/hr Nos. 13,109 1515 Disc Filter, 25m3/hr Nos. 18,452 1516 Disc Filter, 30m3/hr Nos. 18,835 1517 Disc Filter, 35m3/hr Nos. 19,777 1518 Disc Filter, 40m3/hr Nos. 22,143 1519 Disc Filter, 45m3/hr Nos. 25,898 1520 Disc Filter, 50m3/hr Nos. 26,391 1521 Disc Filter, 60m3/hr Nos. 26,756 1522 Screen Filter, 15m3/hr Nos. 6,592 1523 Screen Filter, 20m3/hr Nos. 7,534 1524 Screen Filter, 25m3/hr Nos. 7,534 1525 Screen Filter, 30m3/hr Nos. 8,476 1526 Screen Filter, 35m3/hr Nos. 8,495 1527 Screen Filter, 40m3/hr Nos. 15,021 1528 Semi Automatic Cleaning/screening Filter, 15m3/hr Nos. 9,168

Materials-26





1529 Semi Automatic Cleaning/screening Filter, 20m3/hr Nos. 10,834 1530 Semi Automatic Cleaning/screening Filter, 25m3/hr Nos. 16,668 1531 Semi Automatic Cleaning/screening Filter, 30m3/hr Nos. 16,668 1532 Semi Automatic Cleaning/screening Filter, 35m3/hr Nos. 18,336 1533 Hydrocyclone Filter, 15m3/hr Nos. 16,387 1534 Hydrocyclone Filter, 20m3/hr Nos. 18,835 1535 Hydrocyclone Filter, 25m3/hr Nos. 22,475 1536 Hydrocyclone Filter, 30m3/hr Nos. 23,544 1537 Hydrocyclone Filter, 35m3/hr Nos. 23,544 1538 Hydrocyclone Filter, 40m3/hr Nos. 23,544 1539 Hydrocyclone Filter, 45m3/hr Nos. 30,589 1540 Hydrocyclone Filter, 50m3/hr Nos. 31,078 1541 Hydrocyclone Filter, 80m3/hr Nos. 46,301 1542 Ventury Assembly, 0.75" Nos. 1,768 1543 Ventury Assembly, 1" Nos. 2,917 1544 Ventury Assembly, 1.5" Nos. 5,433 1545 Ventury Assembly, 2" Nos. 5,834 1546 Fertilizer Tank, 30 litres Nos. 8,981 1547 Fertilizer Tank, 60 litres Nos. 12,501 1548 Fertilizer Tank, 90 litres Nos. 13,880 1549 Fertilizer Tank, 120 litres Nos. 16,330 1550 Fertilizer Tank, 150 litres Nos. 17,963 1551 Fertilizer Tank, 200 litres Nos. 23,853 1552 Micro Tube 4 mm, (WT 1 mm) R.m 5 1553 Extension Tube, 6 mm (WT 1 mm) R.m 7

1554 Drip Line Plain,12 mm (WT 1 mm) R.m 11

1555 Drip Line Plain, 15 mm (WT 1 mm) R.m 14

1556 Drip Line Plain 16mm (WT 1.2 mm) R.m 18

1557 Drip Line Plain 20 mm (WT 1.5 mm) R.m 26



1560 Integrated Drip Line 16 mm, Emitter spacing at 0.20 m R.m 20









1569 Dripper (20 LPH, PC) Nos. 14





1574 Emitter (Turbulent Flow) Nos. 10

1575 Emitter (60 LPH, Adjustable) Nos. 15

1576 GI Sheet 26 SWG (including PST) Kg 146 1577 GI Sheet 24 SWG (including PST) Kg 146 1578 GI Sheet 22 SWG (including PST) Kg 146 1579 GI Sheet 20 SWG (including PST) Kg 146 1580 GI Sheet 18 SWG (including PST) Kg 146 1581 Aluminium Revits Kg 250 1582 Duct Sealent Sft 20

1583 1-1/2" x 1-1/2" x 3/8" Angle Nos. 200

1584 1-1/4" x 1-1/4" x 1/8" Angle rod Nos. 320 1585 3/8" expansion bolts Nos. 25 1586 Threaded rod bars 3/8" dia Nos. 105

1587Supply & Return of Air Diffusers (Code: A & B) Complete in all respects (4 Sft for calculations) Sq.m

13,450

1588Supply & Return Register(Code D) Complete in all respects (4 Sft for calculations)

Sq.m 11,298

1589 Balancing Valve 25 mm Nos. 1,850

Materials-27





1590 Balancing Valve 32 mm Nos. 2,250 1591 Balancing Valve 40 mm Nos. 5,500 1592 Balancing Valve 50 mm Nos. 26,000 1593 Balancing Valve 75 mm Nos. 34,000 1594 Balancing Valve 8" Nos. 140,000 1595 Balancing Valve 10" Nos. 230,000 1596 R.ft 1,500

1597Impact Sprinkler 5022, NAADANJAIN, 0.36-0.76 m3/hr Radius 9-11 m

Nos. 744

1598 Impact Sprinkler plastic, Premere, 0.36-0.76 m3/hr Radius 9-11 m Nos. 708 1599 Micro Sprinkler/sprayer/jet (R-1.5m) Nos. 20 1600 Sprinkler B2A, Zirve, 3.33-11.25 m3/hr Radius 18-26 m Nos. 4,291 1601 Mister (Complete set), 40 Iph Nos. 232 1602 Mister (Complete set), 60 Iph Nos. 255 1603 Mister (Complete set), 80 Iph Nos. 278 1604 Mister (Complete set), 120 Iph Nos. 301 1605 Micro Sprinkler (Complete set), 40 Iph Nos. 278 1606 Micro Sprinkler (Complete set), 60 Iph Nos. 301 1607 Micro Sprinkler (Complete set), 80 Iph Nos. 324 1608 Micro Sprinkler (Complete set), 120 Iph Nos. 347 1609 Fogger, imported/ISO, (Q=10.5 LPH,Conic, FLF-Single outlet Nos. 102 1610 Fogger, imported/ISO, (Q=5.4 LPH,Conic, FLF-Single outlet Nos. 102 1611 Fogger, imported/ISO, (Q=5.4 LPH, Barb, FLF-Double outlet Nos. 150 1612 Fogger, imported/ISO, (Q=10.5 LPH, Barb, FLF-Double outlet Nos. 150

1613Fogger, imported/ISO, (Q=10.5 LPH, Barb, FLF-4 Way outlet

Nos. 240

1614Fogger, imported/ISO, (Q=10.5 LPH, Barb, FLF-4 Way outlet

Nos. 240

1615 Rain Gun, Komet (Part Circle) Nos. 78,877 1616 Rain Gun, Komet (Full Circle) Nos. 70,000 1617 Pressure Regulator (20 -100 GPM), SENNINGER-USA Nos. 3,417

PPRC PIPES (PN-20) - 1618 (13mm) outer dia R.M 41 1619 (20mm) outer dia R.M 47 1620 (25mm) outer dia R.M 64 1621 (32mm) outer dia R.M 111 1622 (40mm) outer dia R.M 162 1623 (50mm) outer dia R.M 236 1624 (63mm) outer dia R.M 397 1625 (75mm) outer dia R.M 552 1626 (90mm) outer dia R.M 795 1627 (110mm) outer dia R.M 1,182

1628 Paver 60 mm (4500 Psi) Grey Sq.m 646

1629 Paver 60 mm (4500 Psi) Coloured Sq.m 667

1630 Paver 80 mm (7000 Psi) Coloured Sq.m 1,022

1631 Paver 80 mm (7000 Psi) Grey Sq.m 1,076

1632 Kerb Stone (300mm x 350mm x 150mm) Nos. 220 1633 Kerb Stone (300mm x 450mm x 150mm) Nos. 280 1634 SOLAR PANEL (Chinese) Per Watt 60 1635 SOLAR INVERTER (Chinese) per VA 20

1636SOLAR CHARGE CONTROLLER (Chinese) Per Amp

@ 12/24 Volts 900

1637 SOLAR MOUNTING STRUCTURE Per Watt 12 1638 SOLAR CABLES (Chinese) Per Watt 12

1639BATTERIES-LEAD ACID (Chinese) per 100

AH 15,000

1640BATTERIES-MAINTENANCE FREE (Chinese) per 100

AH 17,000 16411642 INVERTER (European) Per Watt 50 1643 CHARGE CONTROLLER (European) Amp 1,833 1644 SOLAR CABLES (European) Per Watt 10

1645BATTERY-LEAD ACID (European) per 100

AH 15,000

2'-9" high Stair railing comprising of 2½" dia 16 gauge S.S pipe hand

Materials-28





1646BATTERY-MAINTENANCE FREE (1000 cycles) per 100

AH 24,000

1647Surface / Recessed, Ceiling mounted Dome, Fixed Type PoE, I.P Camera (Chinese)

Nos. 61,924.43

1648Wall / Ceiling Mounted, Indoor / Outdoor, Day/Night Color Dome PTZ Camera

Nos. 266,745.70

1649 Wall bracket box Camera, Type PoE I.P camera Nos. 121,982.80 1650 Network Video Recorder – 64 Channel (Chinese) Nos. 2,624,266 1651 Operator's Workstation Nos. 140,810 1652 Fixed configuration PoE enabled manageable layer-2 switch Nos. 49,928 1653 Fixed configuration manageable layer-2 aggregation switch Nos. 204,627 1654 Fixed configuration manageable layer-2 switch with Rack Mount Kit Nos. 59,791

1655Video Management Software with Video Management / Recording Server

Nos. 683,990

1656 DC Cable 4mm2 Single Core R.M 56 1657 DC Cable 4mm2 Two Core R.M 138 1658 DC Cable 6mm2 Single Core R.M 81 1659 DC Cable 6mm2 two Core R.M 200 1660 DC Cable 6mm2 four Core R.M 388 1661 DC Cable 10mm2 Single Core R.M 138 1662 DC Cable 10mm2 two Core R.M 325 1663 DC Cable 10mm2 Four Core R.M 580 1664 DC Cable 16mm2 Four Core R.M 899 1665 DC Cable 16mm2 two Core R.M 676 1666 DC Cable 16mm2 single Core R.M 200 1667 DC Cable 25mm2 single Core R.M 310 1668 DC Cable 25mm2 two Core R.M 1,204 1669 DC Cable 25mm2 Four Core R.M 1,459 1670 DC Cable 35mm2 single Core R.M 433 1671 DC Cable 35mm2 Four Core R.M 1,954 1672 Stranded Cable 16mm2 Four Core R.M 640 1673 Stranded Cable 16mm2 two Core R.M 308 1674 Stranded Cable 16mm2single Core R.M 146 1675 Stranded Cable 25mm2 Four Core R.M 975 1676 Stranded Cable 25mm2 two Core R.M 496 1677 Stranded Cable 25mm2single Core R.M 229 1678 Stranded Cable 35mm2 Four Core R.M 1,330 1679 Stranded Cable 35mm2 two Core R.M 674 1680 Stranded Cable 35mm2single Core R.M 315 1681 Stranded Cable 50mm2 Four Core R.M 1,795 1682 Stranded Cable 50mm2 two Core R.M 906 1683 Stranded Cable 50mm2single Core R.M 425 1684 Stranded Cable 70mm2 Four Core R.M 2,564 1685 Stranded Cable 70mm2 two Core R.M 1,291 1686 Stranded Cable 70mm2single Core R.M 611 1687 Stranded Cable 90mm2 Four Core R.M 3,546 1688 Stranded Cable 90mm2 two Core R.M 1,783 1689 Stranded Cable 90mm2single Core R.M 848 1690 Stranded Cable 120mm2Four Core R.M 4,453 1691 Stranded Cable 120mm2 two Core R.M 2,238 1692 Stranded Cable 120mm2single Core R.M 1,068 1693 Stranded Cable 150mm2Four Core R.M 5,471 1694 Stranded Cable 150mm2 two Core R.M 2,748 1695 Stranded Cable 150mm2single Core R.M 1,311 1696 Stranded Cable 170mm2Four Core R.M 6,846 1697 Stranded Cable 170mm2 two Core R.M 3,440 1698 Stranded Cable 170mm2single Core R.M 1,680 1699 Stranded Cable 230mm2Four Core R.M 8,973 1700 Stranded Cable 230mm2 two Core R.M 4,503 1701 Poly Carbonate corrugated sheet complete with supporting Frame Sq.m. 2,690 1702 Poly Conbonate Four Wall sheet complete with supporting frame Sq.m. 3,228 1703 Laminated Gypsum Board with suspension System (1/4") Sq.m. 484 1704 Laminated Gypsum Board with suspension System (1/2") Sq.m. 538 1705 Laminated Gypsum Board with suspension System (3/4") Sq.m. 592 1706 Gypsum Board with suspension System (1/2-3/4") Sq.m. 538 1707 Wood - Teak Cu.m. 282,480

1708 Chemical Polish Litre 500

Materials-29





1709Dorma Set of Floor Hinges

Set 9,500

1710UV MDF High Gloss Board

Sq.ft. 210

17113/4" thich PVC High Gloss Laminated Board

Sq.ft. 180

17123/4" thich PVC Plain Laminated Board

Sq.ft. 100

17133/4" MDF Board (Local) without lamination

Sq.ft. 60

171448mmX40mmX1.5mm thick Factory made door frame of PVC extruded sections in plain colours

Sq.ft. 375

171548mmX40mmX1.5mm thick Factory made door frame of PVC extruded sections in wooden texture

Sq.ft. 625

171630 mm thick Factory made PVC shutters

Sq.m. 5,500

171737 mm thick Factory made PVC shutters

Sq.m. 6,500

1718PVC Window 1.6 mm

Sq.m. 7,532

1719 Premoulded Joint Filler 12 Mm Thick With Bitumastic Joint Seal Sq.m. 2,336 1720 Neoprene Rubber Joint Filler 12 Mm Thick With Bitumastic Joint Seal Sq.m. 1,071 1721 Steel Expansion Joints (Local) Kg 181

1722Expansion Joint With Two Extruded Aluminium Alloy Sections For 50mm Movement (USA/EU Make)

R.M 47,750

1723Expansion Joint With Cast Aluminium Alloy Triangular Teeth For 110mm Movement (USA/EU Make)

R.M 120,000

1724Expansion Joint With Cast Aluminium Alloy Cantilever Teeth For 300mm Movement (USA/EU Make)

R.M 400,000

1725Expansion Joint Monobloc Type For 65mm Movement (USA/EU Make)

R.M 44,500

1726 Weather Sealant - Non Staining Litre 1,000 1727 Weather Sealant - Normal Litre 600 1728 Anchor Fastner Nos. 250 1729 SS Bolt with Washer of Sizes for Structural Glazing Nos. 70 1730 4 mm thick ACP Sq.m 2,400 1731 Protective Tape RM 50 1732 Baker Rod Metre RM 23 1733 GI Flashing - 1.2 mm Thick Kg 130 1734 Aluminium Alloy Brackets Kg 200

1735EPDM Gasket in Kg

Kg 300

1736Road blocker 3.5 feet width , 2.5 feet height with Italian power pack unit including accumuator

R.M 478,333

1737 Road boom barrier Nos. 385,000

1738Door access control system

Nos. 55,000

1739Wakthrough gate of 33 zones

Nos. 385,000

1740 Tyre killer R.M 45,000

1741 Bullet protection film for Bullet proofing of Glass (9mm pistol) Sq.m 2,750

17421/2" MDF Board (Local) without lamination

Sq.ft. 45

1743Instant Gas Gyser (6 Litre Capacity)

Nos. 5,500


Nos. 7,500


Nos. 9,500


Nos. 12,500

Materials-30






Nos. 14,400


Nos. 18,500

1749 MS strainer 50 mm dia R.M. 1,115 1750 MS strainer 75 mm dia R.M. 1,602 1751 MS strainer 100 mm dia R.M. 2,126 1752 MS strainer 125 mm dia R.M. 4,237 1753 MS strainer 150 mm dia R.M. 5,005 1754 MS strainer 175 mm dia R.M. 5,839 1755 MS strainer 200 mm dia R.M. 7,242 1756 MS strainer 225 mm dia R.M. 8,312 1757 MS strainer 250 mm dia R.M. 10,903 1758 MS strainer 250 mm dia R.M. 12,822 1759 MS strainer 300 mm dia R.M. 16,033 1760 MS strainer 375 mm dia R.M. 19,931 1761 MS strainer 450 mm dia R.M. 22,145 1762 MS strainer 500 mm dia R.M. 24,360 1763 MS strainer 550 mm dia R.M. 26,500 1764 Chinese make SJS Tested Pump 2"x1.5" (40-200) Nos. 119,606 1765 Chinese make Pump 2.5"x2" (50-160) Nos. 127,184 1766 Pump 3"x2.5" (65-200) Nos. 135,828 1767 Chinese make Pump (32-160) Nos. 119,296 1768 Chinese make Pump (40-250) Nos. 159,205 1769 Chinese make Pump (50-200) Nos. 134,639 1770 Chinese make Pump (80-200) Nos. 165,257 1771 Chinese make Motor, 2,900 RPM,1HP Nos. 14,336 1772 Chinese make Motor, 2,900 RPM, 2HP Nos. 21,907 1773 Chinese make Motor, 2,900 RPM, 3HP Nos. 34,835 1774 Chinese make Motor, 2,900 RPM, 5.5HP Nos. 46,138 1775 Chinese make Motor, 2,900 RPM, 7.5HP Nos. 64,935 1776 Chinese make Motor, 2,900 RPM, 10HP Nos. 83,718 1777 Chinese make Motor, 2,900 RPM, 15HP Nos. 116,626 1778 Chinese make Motor, 2,900 RPM, 20HP Nos. 151,809 1779 Chinese make Motor, 2,900 RPM, 25HP Nos. 169,462 1780 Chinese make Motor, 2,900 RPM, 30HP Nos. 200,633 1781 Chinese make Motor, 2,900 RPM, 40HP Nos. 218,925 1782 Chinese make Mono Block PumpSet, 4HP Nos. 39,699 1783 Chinese make Mono Block PumpSet, 5HP Nos. 44,662 1784 Chinese make Mono Block PumpSet, 7.5HP Nos. 61,410 1785 Chinese make Mono Block PumpSet, 10HP Nos. 82,024 1786 Chinese make Mono Block PumpSet, 15HP Nos. 104,238 1787 Chinese make Submersible Pumpset,4HP Nos. 45,000 1788 Chinese make Submersible Pumpset, 5HP Nos. 55,000 1789 Chinese make Submersible Pumpset, 6 HP Nos. 60,000 1790 Chinese make Submersible Pumpset, 7.5HP Nos. 75,000 1791 Chinese make Sub Submersible Pumpset, 10HP Nos. 90,000 1792 Chinese make Sub Submersible Pumpset, 12.5 HP Nos. 110,000 1793 Chinese make Sub Submersible Pumpset, 15 HP Nos. 135,000 1794 Chinese make Sub Submersible Pumpset, 17.5 HP Nos. 150,000 1795 Chinese make Sub Submersible Pumpset, 20 HP Nos. 175,000 1796 Chinese make Sub Submersible Pumpset, 25 HP Nos. 200,000 1797 Chinese make Submersible Pumpset, 30 HP Nos. 225,000 1798 Chinese make Submersible Pumpset, 40 HP Nos. 240,000 1799 Chinese make Sub Motor Control Panel, 5.5HP Nos. 2,966 1800 Chinese make Sub Motor Control Panel, 10HP Nos. 3,742 1801 Chinese make Sub Motor Control Panel, 15HP Nos. 16,170 1802 Chinese make Sub Motor Control Panel, 20HP Nos. 22,107 1803 Chinese make Sub Motor Control Panel, 25HP Nos. 23,447 1804 Chinese make Sub Motor Control Panel, 30HP Nos. 31,070

PPRC Fittings (As per approved manufacturers)Elbow 90o

1805 20 mm Each 22.001806 25 mm Each 14.301807 32 mm Each 25.301808 40 mm Each 41.80

Materials-31





1809 50 mm Each 132.001810 63 mm Each 201.301811 75 mm Each 880.001812 90 mm Each 1694.001813 110 mm Each 2681.80

Elbow 45o1814 20 mm Each 24.201815 25 mm Each 27.501816 32 mm Each 45.101817 40 mm Each 62.701818 50mm Each 217.801819 63 mm Each 467.501820 75 mm Each 831.601821 90 mm Each 1171.50

Equal Tee1822 20 mm Each 24.201823 25 mm Each 17.601824 32 mm Each 33.001825 40 mm Each 50.601826 50 mm Each 145.201827 63 mm Each 295.901828 75 mm Each 985.601829 90 mm Each 2307.801830 110 mm Each 2994.20

Socket1831 20 mm Each 17.601832 25 mm Each 9.901833 32 mm Each 17.601834 40 mm Each 29.701835 50 mm Each 83.601836 63 mm Each 145.201837 75 mm Each 528.001838 90 mm Each 720.501839 110 mm Each 1174.80

Reducing Elbow1840 25-20 Each 59.401841 32-25 Each 66.00

Reducing Socket1842 25-20 Each 17.601843 32-20 Each 20.901773 32-25 Each 18.701774 40-20 Each 51.701775 40-25 Each 48.401776 40-32 Each 36.301777 50-20 Each 59.401778 50-25 Each 51.701779 50-32 Each 51.701780 50-40 Each 96.801781 63-20 Each 138.601782 63-25 Each 112.201783 63-32 Each 114.401784 63-40 Each 117.701785 63-50 Each 166.101786 75-40 Each 693.001787 75-50 Each 617.101788 75-63 Each 614.901789 90-63 Each 536.801790 90-75 Each 589.601791 110-75 Each 728.201792 110-90 Each 907.501793 End Cap1794 20 mm Each 18.701795 25 mm Each 11.001796 32 mm Each 16.50

Materials-32





1797 40 mm Each 74.801798 50 mm Each 83.601799 63 mm Each 121.001800 75 mm Each 627.00

Reducing Tee1801 20 X 25 X 20 mm Each 38.501802 25 X 20 X 25 mm Each 24.201803 32 x 25 x 32mm Each 35.201804 32 x 25 x 20mm Each 56.101805 32 X 20 X 20 mm Each 55.001806 32 X 20 X 32 mm Each 48.401807 40 X 20 X 40 mm Each 57.201808 40 X 25 X 40 mm Each 60.501809 40 X 32 X 40 mm Each 66.001810 50 X 20 X 50 mm Each 199.101811 50 X 25 X 50 mm Each 199.101812 50 X 32 X 50 mm Each 207.901813 50 X 40 X 50 mm Each 207.901814 63 x 20 x 63 mm Each 484.001815 63 X 25 X 63 mm Each 235.401816 63 X 32 X 63 mm Each 256.301817 63 X 40 X 63 mm Each 332.201818 63 X 50 X 63 mm Each 346.501819 75 x 25 x 75 mm Each 1201.201820 75 x 32 x 75 mm Each 1372.801821 75 x 40 x 75 mm Each 1749.001822 75 x 50 x 75 mm Each 1749.001823 75 X 63 X 75 mm Each 1144.001824 90 x 50 x 90 mm Each 3573.901825 90 x 63 x 90 mm Each 3573.901826 110 x 50 x 110 mm Each 5789.301827 110 x 63 x 110 mm Each 5789.30

Elbow Female 0.001828 20 X 1/2" Each 55.001829 20 X 3/4" Each 270.601830 25 X 1/2" Each 64.901831 25 X 3/4" Each 85.801832 32 X 1/2" Each 112.201833 32 X 3/4" Each 126.501834 32 X 1" Each 166.101835 40 X 1-1/4" Each 299.201836 50 X 1-1/2" Each 970.201837 63 X 2" Each 1684.10

Elbow Male 0.001838 20 X 1/2" Each 96.801839 20 X 3/4" Each 343.201843 25 X 1/2" Each 106.701844 25 X 3/4" Each 121.001845 32 X 1/2" Each 137.501846 32 X 3/4" Each 159.501847 32 X 1" Each 217.801848 40 X 1-1/4" Each 728.201849 50 X 1-1/2" Each 1108.801850 63 X 2" Each 1967.90

Crossover 0.001851 20 mm Each 77.001852 25 mm Each 39.601853 32 mm Each 69.301854 40 mm Each 187.00

Male Tee 0.001855 20 X 1/2" Each 173.801856 20 X 3/4" Each 394.901857 25 X 1/2" Each 111.101858 25 X 3/4" Each 137.50

Materials-33





1859 32 X 1/2" Each 308.001860 32 X 3/4" Each 159.501861 32 X 1" Each 216.701862 40 X 1-1/4" Each 694.101863 50 X 1-1/2" Each 991.101864 63 X 2" Each 1171.50

Female Tee 0.001865 20 X 1/2" Each 173.801866 20 X 3/4" Each 237.601867 25 X 1/2" Each 73.701868 25 X 3/4" Each 94.601869 32 X 1/2" Each 280.501870 32 X 3/4" Each 126.501871 32 X 1" Each 172.701872 40 X 1-1/4" Each 630.301873 50 X 1-1/2" Each 776.601874 63 X 2" Each 1421.20

Union Female 0.001875 20-1/2" Each 322.301876 25-1/2" Each 464.201877 25-3/4" Each 506.001878 32-1/2" Each 530.201879 32-3/4" Each 557.701880 32-1" Each 744.701881 50-1-1/2" Each 1837.001882 63-2" Each 2515.70

Union Male 0.001883 20-1/2" Each 249.701884 25-1/2" Each 484.001890 25-3/4" Each 414.701891 32-1/2" Each 581.901892 32-3/4" Each 596.201893 32-1" Each 601.701894 40-1-1/4" Each 1313.401895 50-1-1/2" Each 2051.501896 60-2" Each 2696.10

Union 0.001897 20mm Each 312.401898 25mm Each 277.201899 32mm Each 446.601900 40mm Each 1108.801901 50mm Each 1524.601902 63mm Each 2864.40

Cross Tee 0.001903 20mm Each 104.501904 25mm Each 83.601905 32mm Each 96.801906 40 mm Each 281.60

Throttel Valve 0.001907 20mm Each 520.301908 25mm Each 544.501909 32mm Each 880.001910 40mm Each 1663.201911 50mm Each 1767.701912 63mm Each 3118.50

Threaded Plug 0.001913 20mm Each 17.601914 25mm Each 27.501915 32mm Each 30.801916 40mm Each 45.10

Pipe Clamp 0.001917 20mm Each 22.001918 25mm Each 8.801919 32mm Each 11.00

Materials-34





1920 40mm Each 55.001921 50mm Each 75.901922 63mm Each 105.60

Female Socket 0.001923 20 X 1/2" Each 136.401924 20 X 3/4" Each 237.601925 25 X 1/2" Each 60.501926 25 X 3/4" Each 80.301927 32 X 1/2" Each 108.901928 32 X 3/4" Each 118.801929 32 X 1" Each 152.901930 40 X 1-1/4" Each 284.901931 50 X 1-1/2" Each 907.501932 63 X 2" Each 1386.001933 75 X 1-1/2" Each 4934.601934 75 X 2-1/2" Each 5720.001935 90 X 3" Each 10430.20

Male Socket 0.001936 20 X 1/2" Each 132.001937 20 X 3/4" Each 228.801938 25 X 1/2" Each 92.401939 25 X 3/4" Each 116.601940 32 X 1/2" Each 136.401941 32 X 3/4" Each 150.701942 32 X 1" Each 194.701943 40 X 1-1/4" Each 762.301944 50 X 1-1/2" Each 900.901945 63 X 2" Each 1455.301946 75 X 1-1/2" Each 2362.801947 90 X 3" Each 5387.801948 Master tiles 24" X 24" 0.001949 MCS Series Light Rectified SB Sq.m 1309.001950 MCS Series Light Rectified ST Sq.m 1186.901951 MCS Series Dark Rectified SB Sq.m 1419.001952 MCS Series Dark Rectified ST Sq.m 1294.701953 Salt'Pepper (SPM) Dark Polished SB Sq.m 1511.401954 Salt'Pepper (SPM) Dark Polished ST Sq.m 1388.201955 Salt'Pepper (SPM-110) Light Polished SB Sq.m 1494.901956 Salt'Pepper (SPM-110) Light Polished ST Sq.m 1370.601957 Granite Effect (GEM) Dark Polished SB Sq.m 1691.801958 Granite Effect (GEM) Dark Polished ST Sq.m 1568.60

1959Granite with dry/wet/venied application,DWV series Polished (Light color)class SB

Sq.m 1595.00

1960Granite with dry/wet/venied application,DWV series Polished (Light color)class ST

Sq.m 1471.80

1961Granite with dry/wet/venied application,DWV series Polished (Dark color)class SB

Sq.m 1691.80

1962Granite with dry/wet/venied application,DWV series Polished (Dark color)class ST

Sq.m 1568.60

1963 Coral Master (CLM) Dark Polished SB Sq.m 1801.801964 Coral Master (CLM) Dark Polished ST Sq.m 1678.601965 IMPG Imperial Dark Polished SB Sq.m 1783.101966 IMPG Imperial Dark Polished ST Sq.m 1635.701967 GPM Glazed Polished Light SB Sq.m 1324.401968 GPM Glazed Polished Light ST Sq.m 1205.601969 GPM Glazed Polished Dark SB Sq.m 1437.701970 GPM Glazed Polished Dark ST Sq.m 1318.901971 GPD Series Light Polished SB Sq.m 1324.401972 GPD Series Light Polished ST Sq.m 1205.601973 GPD Series Dark Polished SB Sq.m 1437.701974 GPD Series Dark Polished ST Sq.m 1318.901975 MCD Glazed Rectified Light SB Sq.m 1324.401976 MCD Glazed Rectified Light ST Sq.m 1205.601977 MCD Glazed Rectified Dark SB Sq.m 1437.701978 MCD Glazed Rectified Dark ST Sq.m 1318.90

Materials-35





1979 Master Tiles 8"x8" 0.001980 SP Series on matching Light Color base (Glossy / Matt) SB Sq.m 771.101981 SP Series on matching Light Color base (Glossy / Matt) SS Sq.m 745.801982 SP Series on matching Light Color base (Glossy / Matt) ST Sq.m 718.301983 SP Series on matching Dark Color base (Glossy / Matt) SB Sq.m 811.801984 SP Series on matching Dark Color base (Glossy / Matt) SS Sq.m 785.401985 SP Series on matching Dark Color base (Glossy / Matt) ST Sq.m 756.80

1986Solo executive on light color base Plain/Texure (Glossy/Matt)SE MATT series class SB

Sq.m 771.10

1987Solo executive on light color base Plain/Texure (Glossy/Matt)SE MATT series class SS

Sq.m 745.80

1988Solo executive on light color base Plain/Texure (Glossy/Matt)SE MATT series class ST

Sq.m 718.30

1989Solo executive on Dark color base Plain/Texure (Glossy/Matt)SE MATT series class SB

Sq.m 811.80

1990Solo executive on Dark color base Plain/Texure (Glossy/Matt)SE MATT series class SS

Sq.m 785.40

1991Solo executive on Dark color base Plain/Texure (Glossy/Matt)SE MATT series class ST

Sq.m 756.80

1992 Master Tiles 8"x10" 0.00

1993Solo executive on light color base. Plain/Texure (Glossy/Matt) SE series class SB

Sq.m 790.90

1994Solo executive on light color base. Plain/Texure (Glossy/Matt) SE series class SS

Sq.m 765.60

1995Solo executive on light color base. Plain/Texure (Glossy/Matt) SE series class ST

Sq.m 737.00

1996Solo executive on Dark color base. Plain/Texure (Glossy/Matt) SE series class SB

Sq.m 829.40

1997Solo executive on Dark color base. Plain/Texure (Glossy/Matt) SE series class SS

Sq.m 804.10

1998Solo executive on Dark color base. Plain/Texure (Glossy/Matt) SE series class ST

Sq.m 773.30

1999 Master Tiles 12"x24" 0.002000 MCT Series Light Colors Glazed (SB) Sq.m 1094.502001 MCT Series Light Colors Glazed (ST) Sq.m 1017.502002 MCT Series Dark Colors Glazed (SB) Sq.m 1158.302003 MCT Series Dark Colors Glazed (ST) Sq.m 1089.002004 SFD Series Light Colors Rectified (SB) Sq.m 1098.902005 SFD Series Light Colors Rectified (ST) Sq.m 1017.502006 SFD Series Dark Colors Rectified (SB) Sq.m 1164.902007 SFD Series Dark Colors Rectified (ST) Sq.m 1079.102008 SED Series Light_Non-rectified SB Sq.m 1098.902009 SED Series Light_Non-rectified ST Sq.m 1017.502010 SED Series Dark_Non-rectified SB Sq.m 1164.902011 SED Series Dark_Non-rectified ST Sq.m 1079.102012 MPD Series Light Colors Glazed (SB) Sq.m 1098.902013 MPD Series Light Colors Glazed (ST) Sq.m 1017.502014 MPD Series Dark Colors Glazed (SB) Sq.m 1164.902015 MPD Series Dark Colors Glazed (ST) Sq.m 1079.102016 NATIONAL CERAMIC TILES 0.002017 Code 6,7,8,9,102,515,317,318 0.002018 Floor Tiles 132mm x 268mm x 10mm (All Colors) Sq.m 814.002019 Facing Strips 66mm x 268mm x 10mm (All Colors) Sq.m 814.002020 Step Tiles 190mm x 268mm x 10mm (All Colors) Sq.m 229.902021 Angel 52 x 115 x 268 x 10mm Sq.m 229.902022 Code 811,101,312 0.002023 Floor Tiles 132mm x 268mm x 10mm Sq.m 880.002024 Facing Strips 66mm x 268mm x 10mm Sq.m 880.002025 Step Tiles 190mm x 268mm x 10mm Sq.m 259.602026 Angel 52 x 115 x 268 x 10mm Sq.m 259.602027 Code 511,413, 422 0.002028 Floor Tiles 132mm x 268mm x 10mm Sq.m 1133.002029 Facing Strips 66mm x 268mm x 10mm Sq.m 1133.002030 Step Tiles 190mm x 268mm x 10mm Sq.m 299.202031 Angel 52 x 115 x 268 x 10mm Sq.m 299.202032 Code 101, 312 Sq.m 0.00

Materials-36





2033 Chequred Tile 115 x 268 x 10mm Sq.m 880.002034 STILE TILES (Shabbir Tiles) Sq.m 0.002035 CERAMIC WALL TILES (PREMIUM) Size 6x6 Sq.m 0.002036 Plain White Sq.m 740.302037 Plain Brown/Green Sq.m 851.402038 Plain Mid Night Blue Sq.m 977.902039 Plain Red Sq.m 1210.002040 CERAMIC WALL TILES (PREMIUM) Size 8x8 0.002041 Plain Light Color Sq.m 715.002042 Plain Dark Color Sq.m 751.302043 Plain N.Blue / Burgundry Sq.m 818.402044 Plain Red Yellow Sq.m 962.502045 Texture Light Sq.m 697.402046 Texture Dark Sq.m 726.002047 Texture Burgundry Sq.m 834.902048 Hala Design Sq.m 697.402049 Die Punch Light Sq.m 737.002050 Die Punch Dark Sq.m 765.602051 Die Punch Burgundry Sq.m 874.502052 CERAMIC WALL TILES (PREMIUM) Size 8x10 0.002053 Plain Light Color Sq.m 709.502054 Plain Dark Color Sq.m 738.102055 Plain N.Blue / Burgundry / Exotic Brown Sq.m 859.102056 Plain Red Yellow Sq.m 971.302057 Texture Light Sq.m 693.002058 Texture Dark Sq.m 721.602059 Texture Burgundry Sq.m 829.402060 Luster Light Sq.m 733.702061 Luster Dark Sq.m 761.202062 Luster Burgundry Sq.m 871.202063 Hala Design Sq.m 693.002064 Die Punch Light Sq.m 733.702065 Die Punch Dark Sq.m 761.202066 Die Punch Burgundry Sq.m 871.202067 CERAMIC WALL TILES (PREMIUM) Size 8x12 0.002068 Plain Light Color Sq.m 741.402069 Plain Dark Color Sq.m 771.102070 Plain N.Blue / Burgundry / Exotic Brown Sq.m 870.102071 Plain Red Yellow Sq.m 988.902072 Texture Light Sq.m 711.702073 Texture Dark Sq.m 740.302074 Texture Burgundry Sq.m 828.302075 Luster Light Sq.m 752.402076 Luster Dark Sq.m 783.202077 Luster Burgundry Sq.m 870.102078 Hala Design Sq.m 711.702079 Die Punch Light Sq.m 752.402080 Die Punch Dark Sq.m 783.202081 Die Punch Burgundry Sq.m 870.102082 CERAMIC WALL TILES (PREMIUM) Size 10x13 0.002083 Plain Light Color Sq.m 771.102084 Plain Dark Color Sq.m 800.802085 Plain N.Blue / Burgundry / Exotic Brown Sq.m 888.802086 Plain Red Yellow Sq.m 1005.402087 Texture Light Sq.m 778.802088 Texture Dark Sq.m 778.802089 Texture Burgundry Sq.m 871.202090 Reactive Light Sq.m 778.802091 Reactive Dark Sq.m 778.802092 Luster Light Sq.m 793.102093 Luster Dark Sq.m 822.802094 Luster Burgundry Sq.m 913.002095 Die Punch Light Sq.m 793.102096 Die Punch Dark Sq.m 822.80

Materials-37





2097 Die Punch Burgundry Sq.m 913.002098 CERAMIC WALL TILES (PREMIUM) Size 12x24 0.002099 Texture Normal Gloss (Light) Sq.m 788.702100 Texture Normal Gloss (Dark) Sq.m 1006.502101 Die Punch (All) Sq.m 1016.402102 CERAMIC WALL TILES (PREMIUM) Size 12x18 0.002103 Texture Normal Gloss (Light) Sq.m 834.902104 Texture Normal Gloss (Dark) Sq.m 870.102105 Die Punch (All) Sq.m 909.702106 Plain N.Blue/Burgundry Sq.m 953.702107 Plain Red/Yellow Sq.m 1065.902108 Texture Light Sq.m 796.402109 Texture Dark Sq.m 831.602110 Texture Burgundry Sq.m 937.202111 Luster Light Sq.m 836.002112 Luster Dark Sq.m 870.102113 Luster Burgundry Sq.m 975.702114 Die Punch Light Sq.m 836.002115 Die Punch Dark Sq.m 870.102116 Die Punch Burgundry Sq.m 975.702117 CERAMIC FLOOR TILES (PREMIUM) Size 12x12 (CFT MATT) 0.002118 Plain Light Color Sq.m 728.202119 Plain Dark Color Sq.m 762.302120 Texture Light Sq.m 728.202121 Texture Dark Sq.m 762.302122 CERAMIC FLOOR TILES (PREMIUM) Size 12x12 (CFT GLOSSY) 0.002123 Plain Light Color Sq.m 755.702124 Plain Dark Color Sq.m 789.802125 Texture Light Sq.m 755.702126 Texture Dark Sq.m 789.80

2127PORCELAIN FLOOR TILES (PFT) NANO POLISHED Size 16x16 (PREMIUM)

0.00

2128 Plain Light Color SSP Sq.m 1128.602129 Plain Coffe Brown SSP Sq.m 1543.302130 Salt & Pepper light SNP Sq.m 1116.502131 Vein Effect SVE Sq.m 1188.00

2132PORCELAIN FLOOR TILES (PFT) NANO POLISHED Size 20x20 (PREMIUM)

2133 Plain Light Color SSP Sq.m 1162.702134 Plain Coffe Brown SSP Sq.m 1577.402135 Salt & Pepper light SNP Sq.m 1167.102136 Salt & Pepper Dark Grey 52301 SNP Sq.m 1554.302137 Salt & Pepper Green 50902 SNP Sq.m 1554.302138 Vein Effect SVE Sq.m 1217.702139 MASTER TILES2140 Master Tiles 12" X12"

2141Salt'n paper (SPC) with Crystal & Metallic Printing Effect (Rectified)(Light color) SB

Sq.m 770.00

2142Salt'n paper (SPC) with Crystal & Metallic Printing Effect (Rectified)(Light color) ST

Sq.m 701.00

2143Salt'n paper (SPC) with Crystal & Metallic Printing Effect (Rectified)(Dark color) SB

Sq.m 824.00

2144Salt'n paper (SPC) with Crystal & Metallic Printing Effect (Rectified)(Dark color) ST

Sq.m 757.00

2145 LPF Series Light Color (Rectified)SB Sq.m 770.002146 LPF Series Light Color (Rectified)ST Sq.m 701.002147 LPF Series Dark Color (Rectified)SB Sq.m 824.002148 LPF Series Dark Color (Rectified)ST Sq.m 757.002149 LPFS Series Light Color (Rectified)SB Sq.m 969.002150 LPFS Series Light Color (Rectified)ST Sq.m 902.002151 LPFS Series Dark Color (Rectified)SB Sq.m 969.002152 LPFS Series Dark Color (Rectified)ST Sq.m 902.00

2153Stone effect in Plain Colors,SEM series (Rectified)(Light color)class SB

Sq.m 837.00

2154Stone effect in Plain Colors,SEM series (Rectified)(Light color)class ST

Sq.m 759.00

Materials-38





2155Stone effect in Plain Colors,SEM series (Rectified)(Dark color)class SB

Sq.m 911.00

2156Stone effect in Plain Colors,SEM series (Rectified)(Dark color)class ST

Sq.m 832.00

2157Stone effect in Salt'n Pepper,SSP series (Rectified)(Light color)class SB

Sq.m 837.00

2158Stone effect in Salt'n Pepper,SSP series (Rectified)(Light color)class ST

Sq.m 759.00

2159Stone effect in Salt'n Pepper,SSP series (Rectified)(Dark color)class SB

Sq.m 911.00

2160Stone effect in Salt'n Pepper,SSP series (Rectified)(Dark color)class ST

Sq.m 832.00

2161 Stone effect in Granite,SEG series (Rectified)(Light color)class SB Sq.m 900.002162 Stone effect in Granite,SEG series (Rectified)(Light color)class ST Sq.m 820.002163 Stone effect in Granite,SEG series (Rectified)(Dark color)class SB Sq.m 900.002164 Stone effect in Granite,SEG series (Rectified)(Dark color)class ST Sq.m 820.002165 LPD Series Light Rectified SB Sq.m 770.002166 LPD Series Light Rectified ST Sq.m 701.002167 LPD Series Dark Rectified SB Sq.m 824.002168 LPD Series Dark Rectified ST Sq.m 757.002169 SED Stone Effect Digital Light Rectified SB Sq.m 770.002170 SED Stone Effect Digital Light Rectified ST Sq.m 701.002171 SED Stone Effect Digital Dark Rectified SB Sq.m 824.002172 SED Stone Effect Digital Dark Rectified ST Sq.m 757.002173 Master tiles 16" X 16" Sq.m2174 BCS Series (Light - Rectified) SB Sq.m 844.002175 BCS Series (Light - Rectified) ST Sq.m 784.002176 BCS Series (Dark - Rectified) SB Sq.m 900.002177 BCS Series (Dark - Rectified) ST Sq.m 838.002178 BCD Series (Light - Rectified) SB Sq.m 844.002179 BCD Series (Light - Rectified) ST Sq.m 784.002180 BCD Series (Dark - Rectified) SB Sq.m 900.002181 BCD Series (Dark - Rectified) ST Sq.m 838.002182 Salt'n Pepper SPM Dark Polished SB Sq.m 1178.002183 Salt'n Pepper SPM Dark Polished ST Sq.m 1077.002184 Salt'n Pepper (SPM 110) Light Polished SB Sq.m 1023.002185 Salt'n Pepper (SPM 110) Light Polished ST Sq.m 930.002186 Granite effect, GEM series Polished (Dark color) SB Sq.m 1158.002187 Granite effect, GEM series Polished (Dark color) ST Sq.m 1065.00

2188Granite with dry/wet/venied application,DWV series Polished (Light color)class SB

Sq.m 1114.00

2189Granite with dry/wet/venied application,DWV series Polished (Light color)class ST

Sq.m 1020.00

2190Granite with dry/wet/venied application,DWV series Polished (Dark color)class SB

Sq.m 1201.00

2191Granite with dry/wet/venied application,DWV series Polished (Dark color)class ST

Sq.m 1102.00

2192 Coral Master (CLM) Dark Polished SB Sq.m 1213.002193 Coral Master (CLM) Dark Polished ST Sq.m 1120.002194 Imperial (IMPG) Dark Color Polished SB Sq.m 1267.002195 Imperial (IMPG) Dark Color Polished ST Sq.m 1150.002196 Master tiles 12" X 18" Sq.m

2197SP Series on matching color base (Glossy / Matt) Light Color Rectified SB

Sq.m 855.00

2198SP Series on matching color base (Glossy / Matt) Light Color Rectified SS

Sq.m 818.00

2199SP Series on matching color base (Glossy / Matt) Light Color Rectified ST

Sq.m 780.00

2200 SP Series on matching color base (Glossy) Dark Color Rectified SB Sq.m 915.002201 SP Series on matching color base (Glossy ) Dark Color Rectified SS Sq.m 874.002202 SP Series on matching color base (Glossy) DarkColor Rectified ST Sq.m 837.002203 GSP Series - Plain matching Light Colors (Glossy / Matt) GSP - SB Sq.m 901.002204 GSP Series - Plain matching Light Colors (Glossy / Matt) GSP - SS Sq.m 863.002205 GSP Series - Plain matching Light Colors (Glossy / Matt) GSP - ST Sq.m 823.002206 GSP Series - Plain matching Dark Colors (Glossy / Matt) GSP - SB Sq.m 964.002207 GSP Series - Plain matching Dark Colors (Glossy / Matt) GSP - SS Sq.m 924.002208 GSP Series - Plain matching Dark Colors (Glossy / Matt) GSP - ST Sq.m 885.002209 SP Series - Plain matching Light Colors (Glossy / Matt) SP PLN - SB Sq.m 928.00

Materials-39





2210 SP Series - Plain matching Light Colors (Glossy / Matt) SP PLN - SS Sq.m 889.002211 SP Series - Plain matching Light Colors (Glossy / Matt) SP PLN - ST Sq.m 849.002212 SP Series - Plain matching Dark Colors (Glossy / Matt) SP PLN - SB Sq.m 986.002213 SP Series - Plain matching Dark Colors (Glossy / Matt) SP PLN - SS Sq.m 948.002214 SP Series - Plain matching Dark Colors (Glossy / Matt) SP PLN - ST Sq.m 908.002215 DFD Series Light SB Sq.m 892.002216 DFD Series Light SS Sq.m 855.002217 DFD Series Light ST Sq.m 818.002218 DFD Series Dark SB Sq.m 952.002219 DFD Series Dark SS Sq.m 915.002220 DFD Series Dark ST Sq.m 877.00

Pre-cast / Pre-Cast Slabs ( As per approved manufacturer ) at site

2221 2'-6"x1-6'' Each 148.502222 3'x1-6'' Each 190.302223 3'x2' Each 259.602224 3'-6''x1'-6'' Each 226.602225 3'-6''x2' Each 305.802226 4'x1'-6'' Each 276.102227 4'-6''x1'-6'' Each 325.602228 5'x1'-6'' Each 396.002229 5'-6''x1'-6'' Each 429.002230 6'x1'-6'' Each 614.902231 6'-6''x1'-6'' Each 660.002232 7'x1'-6'' Each 784.302233 3'x1' Each 148.502234 3'-6''x1' Each 165.002235 4'x1' Each 193.602236 4'-6''x1' Each 231.002237 5'x1' Each 292.602238 5'-6''x1' Each 334.402239 6'x1' Each 412.502240 6'-6''x1' Each 445.50

Precast Boundary Wall Columns / Beams ( As per approved manufacturer ) at site

2241 Column 6'' x 6-1/2'' P.Rft 144.102242 Column 8'' x 9" P.Rft 272.802243 Column 4'' x 9" P.Rft 94.602244 Plinth Beam P.Rft 99.002245 Planks 2 x12 x 8 P.Rft 99.002246 Planks 2 x 8 x 8 P.Rft 70.402247 Color Stip 2 x 3 x 8 P.Rft 61.602248 Boundary wall cap (each) P.Rft 94.60

U-PVC Pipe class B 2249 U-PVC 75 mm dia RM 314

2250 U-PVC 100 mm dia RM 478

2251 U-PVC 125 mm dia RM 669

2252 U-PVC 150 mm dia RM 937

2253 U-PVC 200 mm dia RM 1,430

2254 U-PVC 250 mm dia RM 2,310

2255 U-PVC 300 mm dia RM 3,207

2256 U-PVC 350 mm dia RM 4,068

2257 U-PVC 400 mm dia RM 5,459

2258 U-PVC 450 mm dia RM 8,556

2259 U-PVC 500 mm dia RM 10,761

2260 U-PVC 550 mm dia RM 13,648

2261 U-PVC 600 mm dia RM 16,798

U-PVC Pipe class C

2262 U-PVC 75 mm dia RM 378

2263 U-PVC 100 mm dia RM 617

2264 U-PVC 125 mm dia RM 934

2265 U-PVC 150 mm dia RM 1,351

2266 U-PVC 200 mm dia RM 2,068

2267 U-PVC 250 mm dia RM 3,359

Materials-40





2268 U-PVC 300 mm dia RM 4,724

2269 U-PVC 350 mm dia RM 5,682

2270 U-PVC 400 mm dia RM 7,874

2271 U-PVC 450 mm dia RM 13,386

2272 U-PVC 500 mm dia RM 16,666

2273 U-PVC 550 mm dia RM 20,149

2274 U-PVC 600 mm dia RM 23,966

U-PVC class D



2277 U-PVC 100 mm dia RM 488

2278 U-PVC 125 mm dia RM 814

2279 U-PVC 150 mm dia RM 1,210

2280 U-PVC 200 mm dia RM 1,748

2281 U-PVC 250 mm dia RM 2,690

2282 U-PVC 300 mm dia RM 4,331

2283 U-PVC 350 mm dia RM 6,562

2284 U-PVC 400 mm dia RM 7,839

2285 U-PVC 450 mm dia RM 11,286

2286 U-PVC 500 mm dia RM 18,110

2287 U-PVC 550 mm dia RM 26,000

2288 U-PVC 600 mm dia RM 38,848

U-PVC class E



2291 U-PVC 100 mm dia RM 984

2292 U-PVC 125 mm dia RM 1,509

2293 U-PVC 150 mm dia RM 2,121

2294 U-PVC 200 mm dia RM 3,234

2295 U-PVC 250 mm dia RM 5,722

2296 U-PVC 300 mm dia RM 8,005

2297 U-PVC 350 mm dia RM 10,496

2298 U-PVC 400 mm dia RM 15,222

2299 U-PVC 450 mm dia RM 23,160

2300 U-PVC 500 mm dia RM 31,160

2301 U-PVC 550 mm dia RM 41,600

2302 U-PVC 600 mm dia RM 52,000

Antimicrobial PN-20 Polydex Pipe2303 20 mm RM 136 2304 25 mm RM 211 2305 32 mm RM 344 2306 40 mm RM 527 2307 50 mm RM 833 2308 63 mm RM 1,310 2309 75 mm RM 1,854 2310 90 mm RM 2,663 2311 110 mm RM 3,973 2312 Donkey Pump, 2,900 RPM,0.5 HP Nos. 7,336 2313 Donkey Pump, 2,900 RPM,1HP Nos. 15,500 2314 Donkey Pump , 2HP Nos. 20,000 2315 Polocarbonate Sheets 8 mm Sq.m 1,614 2316 Decorative Wood Composite Panels 5" Wide, 1" Thick RM 500 2317 Decorative Wood Composite Panels 4" Wide, 0.5" Thick RM 250 2318 Polyvinyl Chloride Wall Panelling Sq.m 592 2319 Handpump Nos. 7,500 2320 Hasco Bag Nos. 500 2321 ZKT F7 Biometric Attendence Machine Nos. 13,000 2322 Traffic Signal Head European Nos. 45,000 2323 Traffic Signal Head Controller European Nos. 75,000 2324 Traffic Siginal Head Chinese Nos. 35,000 2325 Traffic Signal Head Controller Chinese Nos. 55,000

Materials-41





Philips Lights and Fixtures2326 LEDBulb 3 w Nos. 180.002327 LEDBulb4w Nos. 190.002328 LED Bulb 6w Nos. 220.002329 LED Bulb 7w Nos. 230.002330 LEDBulb 9w Nos. 250.002331 LED 9.5w 2in 1 colour Nos. 380.002332 LEDBulb 10.5w Nos. 300.002333 LEDBulb 13w Nos. 350.002334 LED BULB 16W Nos. 750.002335 LED Bulb 18w Nos. 820.002336 LED Bulb 19w Nos. 1150.002337 LED Bulb 23w Nos. 1400.002338 LED 3.5w Down Light 2.5" Nos. 350.002339 LED 5w Down Light 3" Nos. 400.002340 LED 7w Down Light 3.5" Nos. 480.002341 LED 9w Down Light 4" Nos. 520.002342 GLOBE 11.5W Nos. 720.002343 LED 5w SPOT Down Light 2.5" Nos. 560.002344 LED 3w SPOT Down Light 2.5" Nos. 500.002345 CANDLE 4.25W E14 Nos. 280.002346 9wLEDTMS Nos. 600.002347 18WLEDTMS Nos. 1000.002348 16W LED TUBE ROD Nos. 525.002349 8W LED TUBE ROD Nos. 435.002350 BSN 150L 3021 Nos. 1774.942351 SON-T 150W E E40 SLl12 Nos. 518.312352 BHL 125L 202 Nos. 1116.022353 BSN 250L 3021 Nos. 2451.102354 HPL-N 125W/542 E27 SG 1CT/24 Nos. 216.452355 SON-T 250W E E40 SLl12 Nos. 655.202356 SN 58 Nos. 269.432357 AMBIANCE GL 18W CDL E27 220-240V 1CT/6 Nos. 260.002358 AMBIANCE GL 18W WW E27 220-240V 1CC/6 Nos. 260.002359 AVENUE (BSN 150W) Nos. 8186.822360 AVENUE (EMPTY) Nos. 6561.362361 AVENUE 250W Nos. 9220.102362 AVENUE 70W BSN Nos. 5499.002363 AVENUE WITH (250W BHL LAMP) Nos. 7488.002364 BBP500 LED11 O/CW PSU S-MB 120-277V FE Nos. 32999.852365 BGP150 LED20001WW PSU 220-240V 7043 Nos. 56550.002366 BHD 2000 L76 380/400/415V 50Hz HP-317 Nos. 24336.002367 BHL 250L 202 Nos. 1814.612368 BHL 400L 202 Nos. 2457.002369 BHLA 125L 200 Nos. 821.342370 BHLE 250L 202 Nos. 1029.782371 BHLE 400L 202 Nos. 1452.382372 BN006C LED30 CW L 1200 Nos. 3350.002373 BN096C LED161WW L 1200 Nos. 810.232374 BRP210 LED28/CW 22W 220-240V DW3 MP1 Nos. 10300.002375 BRP210 LED34/CW 27W 220-240V DW3 MP1 Nos. 9600.002376 BRP330 LED37/NW 37W 220-240V DM MP1 Nos. 24008.402377 BRP330 LED59/CW 55W 220-240V DM MP1 Nos. 19999.982378 BRP371 LED53/NW 55W 220-240V DM2E Nos. 35100.002379 BRP372 LED121/CW 120W 220-240V DM2E Nos. 47593.262380 BRP372 LED122/CW 120W 220-240V DME Nos. 42500.252381 BSN 1000L 3021 Nos. 8985.532382 BSN 100L 3021 Nos. 1128.092383 BSN 400L 3021 Nos. 3934.532384 BSN 70L 3021 Nos. 1019.072385 BSNE 150L 3041 TS Nos. 1122.032386 BSNE 250L 3001 TS Nos. 1509.302387 BSNE 400L 3001 TS Nos. 2252.252388 BSNE 70L 3041 TS Nos. 765.182389 BTA 18W 230V C DI Nos. 372.912390 BTA 36/40W ALU TRADE (LE) Nos. 195.002391 BTA 36/40W ALU TRADE (LE) Nos. 195.002392 BT A 36W 230V C DI Nos. 379.72

Materials-42





2393 BT -ALU 18W 220V C SC Nos. 274.152394 BVP100 LED20/CW 20W 220-240V 50/60Hz BK Nos. 5446.352395 BVP100 LED20/CW 20W 220-240V 50/60Hz GR Nos. 1474.792396 BVP100 LED20/NW 20W 220-240V 50/60Hz BK Nos. 5446.352397 BVP100 LED30/CW 30W 220-240V 50/60Hz BK Nos. 7798.052398 BVP100 LED30/NW 30W 220-240V 50/60Hz BK Nos. 7798.052399 BVP100 LED50/CW 50W 220-240V 50/60Hz BK Nos. 12495.602400 BVP100 LED50/NW 50W 220-240V 50/60Hz BK Nos. 12495.602401 BVP100 LED75/CW 75W 220-240V 50/60Hz BK Nos. 14894.102402 BVP100 LED75/CW 75W 220-240V 50/60Hz GR Nos. 4915.992403 BVP100 LED75/NW 75W 220-240V 50/60Hz BK Nos. 14894.102404 BVP161 LED26/CW 30W 220-240V WB GREY Nos. 2605.592405 BVP161 LED26/NW 30W 220-240V WB GREY Nos. 2605.592406 BVP161 LED43/CW 50W 220-240V WB GREY Nos. 4500.002407 BVP161 LED43/NW 50W 220-240V WB GREY Nos. 4424.942408 BVP161 LED60/CW 70W 220-240V WB GREY Nos. 5702.582409 BVP161 LED60/NW 70W 220-240V WB GREY Nos. 5702.582410 BVP162 LED110/CW 110W 220-240V AWB Nos. 16000.002411 BVP162 LED11 O/CW 11 OW 220-240V SWB Nos. 15999.752412 BVP162 LED110/NW 110W 220-240V AWB Nos. 15853.502413 BVP163 LED2001WW 220W 220-240V SWB GM Nos. 26909.842414 BVP163 LED220/CW 220W 220-240V AWB Nos. 23200.002415 BVP163 LED220/CW 220W 220-240V SWB Nos. 22999.862416 BVP163 LED220/NW 220W 220-240V AWB Nos. 23100.252417 BVP163 LED220/NW 220W 220-240V SWB Nos. 23099.312418 BVP281 LED120/CW 120W 220-240V SWB Nos. 39910.002419 BVP281 LED132/CW 120W 220-240V AMB Nos. 25562.162420 BVP281 LED132/CW 120W 220-240V SWB Nos. 28500.032421 BY688P LED140/CW PSU S-WB Nos. 36000.022422 CAPACITOR 100MFD Nos. 1287.002423 CAPACITOR 20 MFD Nos. 213.172424 CAPACITOR 25 MFD Nos. 252.842425 CAPACITOR 35 MFD Nos. 337.122426 CAPACITOR 4.5/5 MFD Nos. 123.942427 CAPACITOR 9/10 MFD Nos. 176.512428 CorePro LEDspotMV 2-20W GU10 830 500 Nos. 117.002429 DN024B LED12/CW 0150 Nos. 1278.152430 DN024B LED12/NW 0150 Nos. 1278.152431 DN024B LED121WW 0150 Nos. 1500.002432 DN024B LED9/CW 0125 Nos. 953.702433 DN024B LED9/NW 0125 Nos. 953.702434 DN024B LED91WW 0125 Nos. 1180.002435 DN030B 1 xDLED/840 WH ENG Nos. 1205.102436 DN030B 1 xDLED/850 WH ENG Nos. 1205.102437 DN031B 1xDLED/840 WH ENG Nos. 1240.202438 DN031B 1xDLED/850 WH ENG Nos. 1240.202439 DN032B 1xDLED/840 WH ENG Nos. 1427.402440 DN032B 1xDLED/850 WH ENG Nos. 1427.402441 DN033B 1xDLED/840 WH ENG Nos. 1953.902442 DN033B 1xDLED/850 WH ENG Nos. 1953.902443 DN034B 1xDLED/840 WH ENG Nos. 2281.502444 DN034B 1 xDLED/850 WH ENG Nos. 2281.502445 DN060B 1xDLED/830 WH ENG Nos. 2000.002446 DN281B 1xDLED-4000 PSU ALU PR Nos. 810.002447 DN282B 1xDLED-4000 PSU WH Nos. 1010.002448 EB-C 114 TL5 220-240V 50/60Hz Nos. 395.002449 EB-C 118 TL-D 220-240V 50/60Hz Nos. 324.292450 EB-C 118 TL-D 220-240V EP Nos. 239.852451 EB-C 128 TL5 220-240V 50/60Hz Nos. 425.402452 EB-C 136 TL-D 220-240V 50/60Hz Nos. 341.532453 EB-C 136 TL-D 220-240V EP Nos. 239.852454 EB-C 214 TL5 220-240V 50/60Hz Nos. 468.002455 EB-C 218 TL-D 220-240V 50/60Hz Nos. 369.142456 EB-C 228 TL5 220-240V 50/60Hz Nos. 580.532457 EB-C 236 TL-D 220-240V 50/60Hz Nos. 482.982458 Ess MR16 50W GU5.312V 360 ON 1CT/10X5F Nos. 32.002459 ESSENTIAL LEDtube 1200mm 16W865 T8AP I G Nos. 731.252460 ESSENTIAL LEDtube 1200mm 18W840 T8 AP I Nos. 1638.00

Materials-43





2461 ESSENTIAL LEDtube 1200mm 18W865 T8 AP I Nos. 1638.002462 ESSENTIAL LEDtube 1200mm 20W865 T8 AP I Nos. 1638.002463 ESSENTIAL LEDtube 1200mm18W865 AP CON Nos. 351.002464 ESSENTIAL LEDtube 600mm 10W840 T8 AP I Nos. 1170.002465 ESSENTIAL LEDtube 600mm 10W865 T8 AP I Nos. 1170.002466 ESSENTIAL LEDtube 600mm 8W865 T8 AP I G Nos. 632.972467 ESSENTIAL LEDtube 600mm 9W865 T8 AP I Nos. 700.012468 ET-E 10W LED 220V-240V Nos. 228.152469 ET-E 60 Nos. 292.592470 FBH 145/ 01X11/18 W CFL WITHPLAIN GLASS Nos. 833.432471 FBH 145/ 02X11/14 W CFL WITHPLAIN GLASS Nos. 853.222472 FBH-145/11-18W CFL W/O GLASS Nos. 668.572473 FBH-145/11-18W CFL WITH FROSTDGLASS Nos. 867.562474 FBH-145/2X-11/14W CFL W/OGLASS Nos. 689.272475 FBH-145/2X11/14W CFL WITH FROSTED GLASS Nos. 885.412476 FCW0981XTornado 23W K 0 Nos. 2000.702477 GBS 240 M1 LUMN Nos. 899.392478 GBS 240 M2 Nos. 915.302479 GBS 300/240 M1 Nos. 875.512480 GBS 300/420 M1 Nos. 846.862481 GBS 300E/240 M2 Nos. 923.272482 GBS 300E/420 M2 Nos. 907.352483 GBS 420 M1 Nos. 907.352484 GBS 420 M2 Nos. 963.062485 GEAR BOX 250 W BHL Nos. 2411.152486 GEAR BOX BSN 150W IMPG. Nos. 3295.772487 GEAR BOX MPF 932 (BHL 400W) Nos. 2888.892488 GEAR BOX MPF 932 (BSN 400W) Nos. 5646.882489 GEAR BOX MPF 932 BSN 250W IMP. Nos. 4239.132490 GKD 015 236 WITH HOLE Nos. 472.812491 GKD 015/136 WITH HOLE TRADE Nos. 433.682492 GKD 015/136 W-OUT HOLE Nos. 439.552493 GKD 015/236 W-OUT HOLE Nos. 472.812494 GKD 215/128 - 228 Nos. 286.652495 GLASS FBH 145 FROASTED Nos. 234.002496 GMP 118 PLAST IC COVER ONLY Nos. 313.002497 GMP 136 END CAP Nos. 21.062498 GMP 136 PLAST IC COVER ONLY Nos. 511.352499 GMP 236 ATTAC HMENT Nos. 245.702500 GMP 236 END CAP Nos. 40.952501 GMP 236 PLAST IC COVER ONLY Nos. 840.182502 H/SVF 10 Nos. 5378.862503 HALOGEN DICHROIC.12V 50W 36DEG Nos. 3317.692504 HDK 463 WITH BHL 250W Nos. 3417.982505 HDK 580 - REFLECTOR Nos. 1164.952506 HDK 580 - WITH 400W BHL WITH IGNITOR Nos. 3485.962507 HDK 580 150W BSN IMPG. Nos. 3715.552508 HDK 580 WITH 400W GEAR Nos. 3243.572509 HDK 580 WITH BHL 250W Nos. 3004.062510 HF-S 236 TL-D II 220-240V 50/60Hz Nos. 800.362511 HPI PLUS 400W/645 BUS E40 1SLl6 Nos. 1694.492512 HPI-T 1000W/543 E40 1SLl4 Nos. 7614.362513 HPL-N 250W E40 HG SLV/12 Nos. 340.912514 HPL-N 400W/542 E40 HG 1SLl6 Nos. 497.252515 HPL-N 80W/542 E27 SG 1CT/24 Nos. 117.002516 HRC 510 125W Nos. 3001.652517 HRC 510 BSN 70W Nos. 4292.122518 HRC 510 PL. COVER Nos. 367.222519 HRC 510W WITH 125W GEAR Nos. 4262.522520 HRC 511 PL. COVER Nos. 664.482521 HRC 511 WITH 250 W (MV) Nos. 3010.412522 HRC 511 WITH 250W IMPG. GEAR Nos. 2510.822523 HRP38 Nos. 2056.932524 HRP 38 (WITH 125W BHL) Nos. 3087.502525 HRP 38 PLASTIC COVER Nos. 445.302526 HRP 38PIW (WITH SON 70W) Nos. 3004.062527 HSPQ 545 LUMN. SET Nos. 3051.492528 HSPQ545 PLASTIC COVER Nos. 1047.76

Materials-44





2529 LEDtube 1200mm 16W 740 T8 AP C G Nos. 526.502530 LEDtube 1200mm 16W 765 T8 AP C G Nos. 526.502531 LEDtube 600mm 8W 740 T8 AP C G Nos. 409.502532 LEDtube 600mm 8W 765 T8 AP C G Nos. 409.502533 LRM1000/00 OS MOV DET Nos. 3000.112534 LRM1010/00 OS MOV DET Small Nos. 3006.902535 LUNAR 14/18W SURFACE MOUNTED Nos. 756.122536 LUNAR 14/18W WITH GLASS COVER Nos. 613.082537 LUNAR 18/14W TRADE Nos. 362.932538 LUNAR MINI 05/08/11W Nos. 223.912539 LX052X 60xLED-LP-4000 Nos. 10590.002540 MAS LEDspotMV 17-90W 827 PAR38 00 Nos. 5399.432541 MAS LEOsDotMV 0 5.4-50W GU10 927 400 Nos. 117.002542 MAS LEOsDotMV 0 5.5-50W GU10 827 250 Nos. 1755.002543 MAS LEOsDotMV 0 5.5-50W GU10 840 250 Nos. 117.002544 MAS LEOspotMV 0 5.5-50W GU10 840 400 Nos. 1755.002545 MAS LEOtube STO 1200mm 14.5W865 T8 I Nos. 1872.002546 MAS LEOtube STO 1200mm 14.5W865 T81 W Nos. 1872.002547 MAS LEOtube STO 1200mm 16W840 T81 Nos. 1462.502548 MAS LEDtube STO 1200mm 16W865 T81 Nos. 1872.002549 MAS LEOtube STO 1200mm 20W830 T81 Nos. 117.002550 MAS LEDtube STO 1200mm 20W830 T8 I Nos. 117.002551 MAS LEOtube STO 1200mm 20W840 T8 I Nos. 117.002552 MAS LEOtube STO 1200mm 20W865 T8 I Nos. 1638.002553 MAS LEDtube STO 1200mm 20W865 T81 Nos. 117.002554 MASTER HPI Plus 250W/645 BU E40 1SLl12 Nos. 1216.802555 MASTER HPI Plus 250W/645 BU-P E40 1SLl12 Nos. 1579.502556 MASTER HPI Plus 400W/645 BU E40 1 SLl6 Nos. 1392.302557 MASTER HPI Plus 400W/645 BUS-P E40 1SLl6 Nos. 1755.002558 MASTER HPI-T Plus 250W/645 E40 1SLl12 Nos. 1146.602559 MASTER HPI-T Plus 400W/645 E40 1SLl12 Nos. 1263.602560 MASTER LED 18-100W 2700K PAR38 250 Dim Nos. 5399.432561 MASTER LED 4-35W 3000K MR16 240 Nos. 117.002562 MASTER LED 7.2-50+W 2700K MR16 240 Dim Nos. 117.002563 MASTER LED 7.2-50+W 3000K MR16 360 Dim Nos. 117.002564 MASTER LED 7-50W+ 840 MR16 240 Nos. 117.002565 MASTER LED 7-50W+ 840 MR16 360 Nos. 117.002566 MASTER MHN-SA 2000W/956 400V XW UNP/1 Nos. 23600.072567 MASTER PL-T 42W/840/4P 1CT/5X10BOX Nos. 58.502568 MASTER TL5 Circular 40W/827 1CT/10 Nos. 321.752569 MASTER TL5 HE 14W/840 SLV/40 Nos. 58.502570 MASTER TL5 HE 28W/840 SLV/40 Nos. 87.752571 MASTER TL5 HO 54W/840 SLV/40 Nos. 440.802572 MASTER TL5 HO 54W/865 SL Vl40 Nos. 117.002573 MASTER TL-O 90 De Luxe 18W/965 SLV/10 Nos. 367.382574 MASTER TL-O 90 De Luxe 36W/965 SLV/10 Nos. 391.952575 MASTERC COM-T 150W/830 G12 1CT Nos. 117.002576 MASTERC COM-T 35W/830 G12 1CT/12 Nos. 117.002577 MASTERC COM-T 70W/830 G121CT/12 Nos. 117.002578 MASTERC COM-T 70W/942 G12 1CT/12 Nos. 117.002579 MASTERC COM-TP 150W/830 PGX12-2 1CT/12 Nos. 117.002580 MC COM-Tm Elite Mini 35W/930 GU6.51CT Nos. 117.002581 MOK 580 WITH BSN 250W Nos. 4998.182582 MH 100W/640 E27 P CO 1CT/24 Nos. 585.002583 MH 150W/637 E27 CO 1SLl24 Nos. 585.002584 MHN-TO 70W/842 RX7s 1CT/12 Nos. 234.002585 ML 160W E27 220-230V SG 1CT/24 Nos. 265.592586 ML 250W E40 220-230V HG 1SLl12 Nos. 403.652587 ML 500W E40 220-230V HG 1 SLl6 Nos. 585.002588 MPF-932 SRL Nos. 6756.122589 MST SON-T PIA Plus 100W E40 1SLl12 Nos. 772.612590 MST SON-T PIA Plus 150W E40 1SLl12 Nos. 813.792591 MST SON-T PIA Plus 250W E40 1SLl12 Nos. 897.672592 MST SON-T PIA Plus 400W E40 1SLl12 Nos. 1013.662593 MSTR TLEO INT STO 600mm 10W840 T8 Nos. 292.502594 PAR38 120W E27 240V FL 1CT/6 Nos. 270.002595 PAR38 23W COL E27 220-240V 1 CT/3X2F Nos. 702.002596 PAR38 23W WW E27 220-240V 1CT/3X2F Nos. 702.00

Materials-45





2597 PH 136 STRIPLITE PLUS Nos. 345.152598 PH 315/136 EB-C EP Nos. 397.802599 PH-120 PLUS Nos. 381.792600 PH-128 W Nos. 416.612601 PH-136 PLUS P&I Nos. 480.172602 QB5 080 Plain Silver Nos. 60.022603 QBS 080 TM White Nos. 60.022604 QBS020 1x MAX35W/12V-GU4 WH Nos. 325.652605 QBS050 MAX50W-GX5.3 12V WH Nos. 160.292606 QBS050-2 WH Nos. 362.702607 QVF133 HAL-TDS150W 220V-50Hz Nos. 389.382608 R125 IR 375W E27 230-250V CL 1CT/10 Nos. 690.302609 R95 IR 100W E27 230V Red 1CT/25 Nos. 220.002610 RC098V LED22S/840 W60L60 GM Nos. 4492.802611 RC098V LED22S/865 W60L60 GM Nos. 4492.802612 RC100C LED35S/840 PSU W60L60 Nos. 10296.002613 RC100C LED35S/865 PSU W60L60 Nos. 11898.902614 Refl100W E27 230V E80 800 1CT/30 Nos. 80.002615 Refl40W E14 230V NR50 300 1CT/30 Nos. 2.132616 Refl 60W E27 230V NR63 300 FR 1 CT/30 Nos. 51.002617 RVP 350 HPI-7250W IC 230V 50HZ Nos. 6162.002618 RVP 350 HPI-T400W IC 230V-50HZ Nos. 6552.002619 RVP 350 SON-T 250W IC Nos. 7905.412620 RVP 350 SON-T 400W IC Nos. 9446.952621 S10-P 4-65W SIN 220-240V BL 20X25 APR Nos. 17.552622 S2-P 4-22W SER 220-240V BL 20X25 APR Nos. 17.262623 SGP 338150W BSN IMPG Nos. 16500.002624 SGP 338 250W BHL GEAR Nos. 14307.062625 SGP 338 WITH 250W IMPG. Nos. 19499.222626 SGP 338 WITH GEAR Nos. 20500.002627 SI51 Plus Nos. 237.172628 SINGLE LlH TMS 015 Nos. 38.612629 SINGLE LlH TMS 015 Nos. 71.372630 SINGLE LAMP HOLDER TMS 15/136 Nos. 37.442631 SN 56 Nos. 474.352632 SN 57 Nos. 713.702633 SON 150W E E40 CO 1SLl12 Nos. 585.002634 SON 250W E E40 CO 1 SLl12 Nos. 719.552635 SON 400W E E40 CO 1 SLl12 Nos. 807.302636 SON 70W E E27 CO 1 CT/24 Nos. 374.402637 SON 70W/220 I E27 1 CT/24 Nos. 579.962638 SON-T 1000W E E40 1SLl4 Nos. 2847.342639 SON-T 100W E E40 SLl12 Nos. 460.942640 SON-T 400W E E40 SLl12 Nos. 807.302641 SON-T 70W/220 E27 1CT/12 Nos. 413.542642 SPP186 SON-T250W 230V-50Hz GB GR 48/60S Nos. 13455.002643 SU 52 Nos. 2837.252644 TANGO 3 W/O GEAR Nos. 6093.752645 TANGO 3 WITH 400W BHL (lMPG.) Nos. 7933.562646 TANGO 3 WITH BHL 250W IMPG. Nos. 7254.002647 TANGO 3 WITH BSN 250W IMPG. Nos. 9091.222648 TANGO 3 WITH BSN 400W IMPG. Nos. 10497.942649 T ANGO-3 (WITH BSN 150W) Nos. 8142.572650 TBS 088 1 236 G2 WITH EBE Nos. 2109.182651 TBS 088/418 EBC 218 G2+ FRAME Nos. 2745.922652 TBS 088/418 EBE 2x18W Nos. 2395.342653 TBS 088/418 FOR LED TUBE Nos. 1626.302654 TBS 088/418 G2 ALUTRADE Nos. 1990.742655 TBS 300E/240 EBE Nos. 1663.472656 TBS 300E/240 WITH CAPACITOR Nos. 2109.512657 TBS 300E/420 EBE Nos. 2029.592658 TBS 300E/420 EBE-2x18W WITH BATTERY PACK Nos. 9710.202659 TBS 300E/420 WITH CAPACITOR Nos. 2139.202660 TBS-088/236 G2 ALUTRADE Nos. 1990.742661 TBS299 4xTL5-14W HF G2 Nos. 3215.512662 TBS-299-414+PR Nos. 3478.372663 TCS 240 EBC PS Nos. 3093.482664 TCS 240 EBE 236 Nos. 1758.98

Materials-46





2665 TCS 240 WITH CAPACITOR Nos. 2196.732666 TCS 398/236 EBE M6 Nos. 3661.222667 TCS 420 LV WITH CAPACITOR Nos. 2562.862668 TCS-240 KIA EBE Nos. 2275.902669 TCS-398/236 EBC + M2+ BP Nos. 12000.692670 TCS420-EBC218 Nos. 2390.252671 TCW 097/136 WITH EBE Nos. 3773.452672 TCW 097/228 EBC Nos. 4457.142673 TCW 097/236 EB WITH BATTERYPACK Nos. 15000.572674 TCW 097/236 EBE Nos. 4329.802675 TCW 097/236 FOR LEO TUBE Nos. 3913.452676 TCW097 1xTL-036W IC Nos. 2574.002677 TL 20W/52 SLV/25 Nos. 982.802678 TL5 Essential 14W/830 1SLl40 Nos. 111.152679 TL5 Essential 14W/840 1SLl40 Nos. 111.152680 TL5 Essential 14W/8651SLl40 Nos. 111.152681 TL5 Essential 28W/830 1 SLl40 Nos. 131.042682 TL5 Essential 28W/840 1 SLl40 Nos. 131.042683 TL5 Essential 28W/865 1 SLl40 Nos. 131.042684 TL-O 36W BLB 1 SLl25 Nos. 936.002685 TL-O 58W/840 1 SLl25 Nos. 218.792686 TL-O 58W/865 1SLl25 Nos. 219.252687 TL-X XL 40W/33-640 SLV/25 Nos. 1023.752688 TMS 0151 * 10 W LEO TUBE Nos. 336.962689 TMS 015 1 * 19/20 W LEO TUBE Nos. 514.802690 TMS 015/118 (EBE VER.) Nos. 679.862691 TMS 015/118 (LUMN) Nos. 715.002692 TMS 015/118 WITH CAPACITOR Nos. 910.932693 TMS 015/136 Nos. 789.282694 TMS 015/136 EBC S.V. Nos. 727.302695 TMS 015/136 EBE Nos. 841.442696 TMS 015/136 S.V. Nos. 682.502697 TMS 015/136 WITH CAPCITORS Nos. 967.202698 TMS 015/236 Nos. 1321.292699 TMS 015/236 (EBC WITH TOP-COV) Nos. 1137.022700 TMS 015/236 EBE S.V. Nos. 1049.792701 TMS 015/236 FOR LEO TUBE Nos. 593.012702 TMS 015/236 SV Nos. 1253.572703 TMS 015/236 WITH CAPACITOR Nos. 1517.842704 TMS 215/114 EBB Nos. 413.882705 TMS 215/114 EBC Nos. 628.772706 TMS 215/128 EBB Nos. 585.002707 TMS 215 I 228 EBC Nos. 1042.662708 TMS 215/128 EB-C Nos. 764.082709 TMS 215/228 EBC Nos. 1026.762710 TMS 315/118 EBC EP Nos. 435.672711 TMS 315/136 EB-C EP Nos. 500.762712 TMS015136 FOR LEO TUBE Nos. 415.652713 TMS-015 S.V. for 1*14.5 W LEO Nos. 356.852714 TPS498 C 2xTL-036W HFE 011 M6 Nos. 2010.062715 TRB 140 W/O COVER Nos. 1030.242716 TRB 140/240 PL.COVER Nos. 454.652717 TRB 240 W/O COVER Nos. 2155.692718 TUV 11W 4P SE UNP/32 Nos. 356.092719 TUV 36T5 HE 4P SE UNP/32 Nos. 1872.002720 TUV 36W SLV/6 Nos. 1023.752721 TWIN LlH TMS 015 Nos. 87.752722 TWIN LlH TMS 015 Nos. 87.752723 WT099C LE036 CW PSU L 1200 Nos. 5550.002724 XGP500 1 xLXM2/RO 24-48V Nos. 18999.632725 ZOK 580 GLASS COMPLETE Nos. 1708.202726 Break Water Stones (2 Tons) excluding Carriage Nos. 1,500 2727 Break Water Stones (4 Tons) excluding Carriage Nos. 2,500 2728 Break Water Stones (6 Tons) excluding Carriage Nos. 4,500 2729 Break Water Stones (8 Tons) excluding Carriage Nos. 6,500

Elevators2730 630 Kg/ 8 person capacity Lift Nos. 1,000,000 2731 1000 Kg/ 13 person capacity Lift Nos. 1,050,000

Materials-47





2732

Supply of imported brand new passenger/patient Elevator, Machine Room Less (MRL), heavy duty fully complied and certified by latest EN 81 Standards and for public use in buildings of minimum features including but not limited to VVVF high efficiency motor, complete stainless steel finish,indoor type for ambient condition of 45 °C, capacity of 1275 Kg/17 persons, speed 1 m/sec, 04stops/04 openings, total travel height 16 m, entrance 1100mm. Lift shall minimum includes car, hoisting machinery, counter-weight, supports, brackets, automatic controls, embedded parts, access ladder, separator screen & trap door, electric overload buzzer, shaft lightening, intercom system, gong, emergency operation for cabin/door, emergency rescue device (ups/battery) safety devices,Two (02) Years of defect liability period with spare parts for use of two years complete in all respects as per specification and according to EN 81 standard compliance. (Also Refer to Technical data sheet)

1,300,000

2733

Supply of imported brand new passenger/patient Elevator, Machine Room Less (MRL), heavy duty fully complied and certified by latest EN 81 Standards and for public use in buildings of minimum features including but not limited to VVVF high efficiency motor, complete stainless steel finish,indoor type for ambient condition of 45 °C, capacity of 1275 Kg/17 persons, speed 1 m/sec, 04stops/04 openings, total travel height 16 m, entrance 1100mm. Lift shall minimum includes car, hoisting machinery, counter-weight, supports, brackets, automatic controls, embedded parts, access ladder, separator screen & trap door, electric overload buzzer, shaft lightening, intercom system, gong, emergency operation for cabin/door, emergency rescue device (ups/battery) safety devices,Two (02) Years of defect liability period with spare parts for use of two years complete in all respects as per specification and according to EN 81 standard compliance. (Also Refer to Technical data sheet) including 17 % Sales Tax on Supply, 5% Custom Duty , 6% withholding tax & 2% other taxes

1,350,000

2734

Supply of imported brand new passenger/patient Elevator, Machine Room Less (MRL), heavy duty fully complied and certified by latest EN 81 Standards and for public use in buildings of minimum features including but not limited to VVVF high efficiency motor, complete stainless steel finish,indoor type for ambient condition of 45 °C, capacity of 1600 Kg/21 persons, speed 1 m/sec, 04stops/04 openings, total travel height 16 m, entrance 1300mm. Lift shall minimum includes car, hoisting machinery, counter-weight, supports, brackets, automatic controls, embedded parts, access ladder, separator screen & trap door, electric overload buzzer, shaft lightening, intercom system, gong, emergency operation for cabin/door, emergency rescue device (ups/battery) safety devices,Two (02) Years of defect liability period with spare parts for two years complete in all respects as per specification and according to EN 81 standard compliance. (Also Refer to Technical data sheet) including 17 % Sales Tax on Supply, 5% Custom Duty , 6% withholding tax & 2% other taxes

1,400,000

2735

Supply of imported brand new passenger/patient Elevator, Machine Room Less (MRL), heavy duty fully complied and certified by latest EN 81 Standards and for public use in buildings of minimum features including but not limited to VVVF high efficiency motor, complete stainless steel finish,indoor type for ambient condition of 45 °C, capacity of 2000 Kg/26 persons, speed 1 m/sec, 04stops/04 openings, total travel height 16 m, entrance 1300mm. Lift shall minimum includes car, hoisting machinery, counter-weight, supports, brackets, automatic controls, embedded parts, access ladder, separator screen & trap door, electric overload buzzer, shaft lightening, intercom system, gong, emergency operation for cabin/door, emergency rescue device (ups/battery) safety devices,Two (02) Years of defect liability period with spare parts for two years complete in all respects as per specification and according to EN 81 standard compliance. (Also Refer to Technical data sheet) including 17 % Sales Tax on Supply, 5% Custom Duty , 6% withholding tax & 2% other taxes

1,450,000 2736 Double Glazed Windows with tinted tempered Glass Sq.m 12,912

Materials-48





2737 Installation testing & Commissioning of Lift Lumpsum 754,000

2738Civil and Allied Works relevant to necessary adjustments which will be required during installation of new equipment.

Lumpsum 200,000

2739Electrical & Ancillary Works for elevators , fans including outside DB, breakers cabling and other accessories etc. (Complete in all respect). Lumpsum

150,000 2740 Nos. 550.00 2741 Nos. 13,500.00 2742 Nos. 1,850.00 2743 Nos. 30,000.00 2744 Nos. 35,000.00 2745 Nos. 40,000.00 2746 Nos. 60,000.00 2747 Rft 35.00

2748Addressable break glass manual call stations (Copper Menvier UK, Honey well,Gent or approved equivalent).

Each 3,600.00

2749Addressable sounder and accessories (Copper Menvier UK, Honey well,Gent or approved equivalent).

Each 6,000.00

2750Addressable Photo electric Smoke Detectors as approved by the engineer (Copper Menvier UK, Honey well, Gent or approved equivalent).

Each 2,880.00

2751Addressable Heat Detectors as approved by the engineer (Copper Menvier UK, Honey well, Gent or approved equivalent).

Each 2,880.00

2752

Addressable Fire Alarm Control Panel as per project specified requirements (2 Loop) including backup battery, complete with all installation accessories, testing and commissioning (Copper Menvier UK, Honey well, Gent or approved equivalent).

Each

155,000.00

Precast H Columns2753 H. Column 6''x7'' upto 10' Rft 200 2754 H. Column 6''x7'' upto 12' Rft 220 2755 H. Column 6''x7'' upto 14' Rft 240 2756 H. Column 6''x7'' upto 16' Rft 260 2757 H. Column 7''x7'' upto 10' Rft 220 2758 H. Column 7''x7'' upto 12' Rft 240 2759 H. Column 7''x7'' upto 14' Rft 260 2760 H. Column 7''x7'' upto 16' Rft 280 2761 H. Column 6''x8'' upto 10' Rft 230 2762 H. Column 6''x8'' upto 12' Rft 250 2763 H. Column 6''x8'' upto 14' Rft 270 2764 H. Column 6''x8'' upto 16' Rft 290 2765 H. Column 7''x8'' upto 10' Rft 250 2766 H. Column 7''x8'' upto 12' Rft 270 2767 H. Column 7''x8'' upto 14' Rft 290 2768 H. Column 7''x8'' upto 16' Rft 310

2769Double Glazed Curtain wall in Structural works including 6mm imported heat resistant glass

Sq.m 17,216

2770 COMPLETE SETS ( 8 PCS) 1/2''

2771Common Bath Set with noble hand shower 009/1, 010/3, 025/1, 027B/1, 085/1, 2015/1(3002)

Set 13,871.00

2772Cobra Set with noble hand shower 009/1, 010/3, 045B/1, 055/1, 085/1, 2015/1(3003)

Set 15,528.00

2773Charisma Set with noble hand shower 009/1, 010/3, 051/1, 053B/1, 085/1, 2015/1(3006)

Set 15,657.00

2774Common Bath Set with wall shower 009/1, 010/3, 025/1, 029/1, 085/1, 2015/1(3007)

Set 14,870.00

2775Charisma Set with wall shower 009/1, 010/3, 051/1, 054/1, 085/1, 2015/1(3008)

Set 16,714.00

2776Kira Set with noble hand shower 009/1, 010/3, 042/1, 043B/1, 085/1, 2015/1(3009)

Set 16,066.00

2777Kira Set with wall shower 009/1, 010/3, 042/1, 043A/1, 129/1, 085/1, 2015/1(3009A)

Set 18,306.00

2778Iris Set with noble hand shower 009/1, 010/3, 113/1, 114/1, 085/1, 2015/1(3011)

Set 19,888.00

2779Iris Set with wall shower 009/1, 010/3, 113/1, 114B/1, 085/1, 2015/1(3011A)

Set 21,032.00

2780Pansy Set with noble hand shower 009/1, 010/3, 117/1, 118/1, 085/1, 2015/1(3012)

Set 18,543.00

1500 Watt UPS2000 Watt UPSFire resistance insulated 2-core, 1.5mm2 cable

Light Fixture Philips Type LED 13WLight Fixture Philips Type LED 1smart panel (2x2) 36 WLight Fixture Philips Type Decolinca LED 4 Feet750 Watt UPS1000 Watt UPS

Materials-49





2781Pansy Set with wall shower 009/1, 010/3, 117/1, 118B/1, 085/1, 2015/1(3012A)

Set 20,270.00

2782Jazz Set with noble hand shower 009/1, 010/3, 125/1, 126/1, 085/1, 2015/1(3013)

Set 18,962.00

2783Jazz Set with wall shower 009/1, 010/3, 125/1, 126B/1, 085/1, 2015/1(3013A)

Set 19,828.00

2784Caper Set with caper hand shower 119/1, 120/1, 122/3, 123/1, 2015/1(3015)

Set 28,412.00

2785Caper Set with caper wall shower 119/1, 121/1, 122/3, 123/1, 2015/1(3015A)

Set 31,665.00

2786Victoria Set with noble hand shower 034/1, 038/1, 067/3, 069/1, 085/1, 2015/1(3017)

Set 15,080.00

2787Victoria Set with wall shower 034/1, 038B/1, 067/3, 069/1, 085/1, 2015/1(3017A)

Set 15,382.00

2788Regal Set with noble hand shower 035/1, 039/1, 068/3, 070/1, 085/1, 2015/1(3018)

Set 12,538.00

2789Regal Set with wall shower 035/1, 039B/1, 068/3, 070/1, 085/1, 2015/1(3018A)

Set 12,898.00

2790Elite Set with Elite hand shower 071/1, 073/1, 075/3, 077/1, 085/1, 2015/1(3019)

Set 20,714.00

2791Elite Set with Elite wall shower 071/1, 073B/1, 075/3, 077/1, 085/1, 2015/1(3019A)

Set 20,909.00

2792Lexus Set with Elite hand shower 072/1, 074/1, 076/3, 078/1, 085/1, 2015/1(3020)

Set 17,822.00

2793Lexus Set with Elite wall shower 072/1, 074B/1, 076/3, 078/1, 085/1, 2015/1(3020A)

Set 18,018.00

2794Delta Set with noble hand shower 040/1, 041/1, 010/3, 009/1, 085/1, 2015/1(3023)

Set 20,509.00

2795Delta Set with wall shower 040/1, 041B/1, 010/3, 009/1, 085/1, 2015/1(3023A)

Set 22,583.00

2796Tempo Set with noble hand shower 133/1, 134/1, 068/3, 070/1, 085/1, 2015/1(3025)

Set 19,247.00

2797Tempo Set with wall shower 133/1, 134B/1, 068/3, 070/1, 085/1, 2015/1(3025A)

Set 20,316.00

2798Solo Set with common hand shower 081/3, 092/1, 139/1, 154/1, 153/1, 2015/1(3031)

Set 11,566.00

2799 Solo Set with wall shower 081/3, 092/1, 139/1, 154/1, 153/1, 2015/1(3031A)

Set 12,982.00

2800Orient Set with noble hand shower 145/1, 146/1, 068/3, 070/1, 085/1, 2015/1(3033)

Set 19,724.00

2801Orient Set with wall shower 145/1, 146B/1, 068/3, 070/1, 085/1, 2015/1(3033A)

Set 20,700.00

2802Bravo Set with noble hand shower 147/1, 148/1, 010/3, 009/1, 085/1, 2015/1(3034)

Set 26,427.00

2803Bravo Set with wall shower 147/1, 148B/1, 010/3, 009/1, 085/1, 2015/1(3034A)

Set 31,242.00

2804Ideal Set with noble hand shower 155/1, 156/1, 068/3, 070/1, 085/1, 2015/1(3035)

Set 23,539.00

2805Ideal Set with wall shower 155/1, 156B/1, 068/3, 070/1, 085/1, 2015/1(3035A)

Set 25,439.00

2806Ideal Set with noble hand shower and basin mixer with 4"height 155/1, 156/1, 068/3, 070/1, 085/1, 2015/1(3035B)

Set 24,254.00

2807Ideal Set with wall shower and basin mixer with 4"height 155A/1, 156B/1, 068/3, 070/1, 085/1, 2015/1(3035C)

Set 26,155.00

2808Ideal Set with noble hand shower and basin mixer with 6"height 155B/1, 156/1, 068/3, 070/1, 085/1, 2015/1(3035D)

Set 24,719.00

2809Ideal Set with wall shower and basin mixer with 6"height 155B/1, 156B/1, 068/3, 070/1, 085/1, 2015/1(3035E)

Set 26,621.00

2810Sigma Set with noble hand shower 157/1, 158/1, 010/3, 009/1, 085/1, 2015/1(3037)

Set 26,434.00

2811Sigma Set with wall shower 157/1, 158B/1, 010/3, 009/1, 085/1, 2015/1(3037A)

Set 30,583.00

2812Aabshar Set with noble hand shower 159/1, 160/1, 068/3, 070/1, 085/1, 2015/1(3038)

Set 20,903.00

2813Aabshar Set with wall shower 159/1, 160B/1, 068/3, 070/1, 085/1, 2015/1(3038A)

Set 21,093.00

2814Dream Set with noble hand shower 163/1, 164/1, 068/3, 070/1, 085/1, 2015/1(3039)

Set 23,860.00

Materials-50





2815Dream Set with dream wall shower 163/1, 164B/1, 068/3, 070/1, 085/1, 2015/1(3039A)

Set 25,298.00

2816Bello Set with common hand shower 081/3, 092/1, 165/1, 166/1, 139/1, 2015/1(3040)

Set 13,060.00

2817Bello Set with wall shower 081/3, 092/1, 165/1, 166B/1, 139/1, 2015/1(3040A)

Set 14,665.00

2818Dura Set with noble hand shower 167/1, 168/1, 009/1, 010/3, 085/1, 2015/1(3041)

Set 24,701.00

2819Dura Set with wall shower 167/1, 168B/1, 009/1, 010/3, 085/1, 2015/1(3041A)

Set 28,789.00

2820Alba Set with common hand shower 172/1, 173/1, 092/1, 081/3, 139/1, 2015/1(3042)

Set 12,731.00

2821 Alba Set with wall shower 172/1, 173/1, 092/1, 081/3, 139/1, 2015/1(3042A)

Set 14,187.00

2822Alba Set with common hand shower and basin mixer with 4" height 172A/1, 173/1, 092/1, 081/3, 139/1, 2015/1(3042B)

Set 13,483.00

2823Alba Set with wall shower and basin mixer with 4" height 172A/1, 173B/1, 092/1, 081/3, 139/1, 2015/1(3042C)

Set 14,939.00

2824Alba Set with common hand shower and basin mixer with 6" height 172B/1, 173/1, 092/1, 081/3, 139/1, 2015/1(3042D)

Set 13,932.00

2825Alba Set with wall shower and basin mixer with 6" height 172B/1, 173B/1, 092/1, 081/3, 139/1, 2015/1(3042E)

Set 15,389.00

2826Alpha Set with noble hand shower 174/1, 175/1, 070/1, 068/3, 085/1, 2015/1(3043)

Set 17,787.00

2827Alpha Set with wall shower 174/1, 175B/1, 070/1, 068/3, 085/1, 2015/1(3043A)

Set 18,559.00

2828Chicada Set with noble hand shower 176/1, 177/1, 068/3, 070/1, 085/1, 2015/1(3044)

Set 19,576.00

2829Chicada Set with wall shower 176/1, 177/1, 068/3, 070/1, 085/1, 2015/1(3044A)

Set 20,924.00

2830Caprice Set with noble hand shower 178/1, 179/1, 184/3, 185/1, 085/1, 2015/1(3045)

Set 17,313.00

2831Caprice Set with wall shower 178/1, 179B/1, 184/3, 185/1, 085/1, 2015/1(3045A)

Set 18,104.00

2832Cello Set with common hand shower 180/1, 181/1, 092/1, 081/3, 139/1, 2015/1(3046)

Set 13,016.00

2833Cello Set with wall shower 180/1, 181B/1, 092/1, 081/3, 139/1, 2015/1(3046A)

Set 14,428.00

2834Cello Set with common hand and basin mixer with 4" height 180A/1, 181/1, 092/1, 081/3, 139/1, 2015/1(3046B)

Set 13,788.00

2835Cello Set with wall shower and basin mixer with 4" height 180A/1, 181B/1, 092/1, 081/3, 139/1, 2015/1(3046C)

Set 15,245.00

2836Cello Set with common hand shower and basin mixer with 6" height 180B/1, 181/1, 092/1, 081/3, 139/1, 2015/1(3046D)

Set 14,248.00

2837Cello Set with wall shower and basin mixer with 6" height 180B/1, 181B/1, 092/1, 081/3, 139/1, 2015/1(3046E)

Set 15,705.00

2838Bold Set with bold hand shower 182/1, 183/1, 070/1, 068/3, 085/1, 2015/1(3051)

Set 24,206.00

2839Bold Set with wall shower 182/1, 183B/1, 070/1, 068/3, 085/1, 2015/1(3051A)

Set 26,033.00

2840Desire Set with bold hand shower 230/1, 231/1, 199/1, 068/3, 085/1, 2027/1, (3052).

Set 24,869.00

2841Desire Set with wall shower 230/1, 231B/1, 199/1, 068/3, 085/1, 2027/1, (3052A).

Set 26,048.00

2842Thermaster Set (quarter round) with noble hand shower 193/1, 194/1, 233/1, 232/3, 085/1, 2027/1 (3053)

Set 18,430.00

2843Thermaster Set (quarter round) with wall shower 193/1, 194B/1, 233/1, 232/3, 085/1, 2027/1 (3053A)

Set 19,969.00

2844Thermaster Set (Thermostat) with noble hand shower 195/1, 196/1, 233/1, 232/3, 085/1, 2027/1 (3054)

Set 22,478.00

2845Thermaster Set (Thermostat) with wall shower 195/1, 196B/1, 233/1, 232/3, 085/1, 2027/1 (3054A)

Set 24,019.00

2846ECO Set with noble hand shower 191/1, 192/1, 068/3, 199/1, 085/1, 2015/1 (3055)

Set 13,582.00

2847ECO Set with wall shower 191/1, 192B/1, 068/3, 199/1, 085/1, 2015/1 (3055A)

Set 13,467.00

2848Susan Plus Set with noble hand shower 197/1, 198/1, 199/1, 068/3, 085/1, 2015/1 (3056)

Set 13,625.00

Materials-51





2849Susan Plus Set with wall shower 197/1, 198B/1, 199/1, 068/3, 085/1, 2015/1 (3056A)

Set 14,396.00

2850Siesta Set with bold hand shower 235/1, 234/1, 070/1, 068/3, 085/1, 2027/1, (3057).

Set 20,850.00

2851Siesta Set with wall shower 235B/1, 234/1, 070/1, 068/3, 085/1, 2027/1, (3057A).

Set 22,787.00

2852Siesta Set with bold hand shower and basin mixer with 6" height 235/1, 234B/1, 070/1, 068/3, 085/1, 2027/1, (3057D).

Set 22,226.00

2853Siesta Set with bold overhead shower and basin mixer with 6" height 235B/1, 234B/1, 070/1, 068/3, 085/1, 2027/1, (3057E).

Set 24,164.00

2854Pelican Set with noble hand shower 236/1, 237/1, 199/1, 068/3, 085/1, 2015/1 (3058)

Set 17,186.00

2855Pelican Set with wall shower 236/1, 237B/1, 199/1, 068/3, 085/1, 2015/1 (3058A)

Set 18,508.00

2856Pelican Set with noble hand shower and basin mixer with 6" height 236B/1, 237/1, 199/1, 068/3, 085/1, 2015/1, (3058D).

Set 18,399.00

2857Pelican Set with wall shower and basin mixer with 6" height 236B/1, 237B/1, 199/1, 068/3, 085/1, 2015/1, (3058E).

Set 19,721.00

2858Quad Set with Hand Shower 247/1, 248/1, 267/3, 266/1, 085/1, 2027/1(3061)

Set 21,032.00

2859Quad Set with Wall Shower 247/1, 248B/1, 267/3, 266/1, 085/1, 2027/1(3061A)

Set 24,982.00

2860Supreme Set with Hand Shower 257/1, 258/1, 267/3, 266/1, 085/1, 2027/1(3062)

Set 24,737.00

2861Supreme Set with Wall Shower 257/1, 258B/1, 267/3, 266/1, 085/1, 2027/1(3062A)

Set 29,163.00

2862Axis Set with Hand Shower 259/1, 260/1, 070/1, 068/3, 085/1, 2027/1(3063)

Set 20,475.00

2863Axis Set with Wall Shower 259/1, 260B/1, 070/1, 068/3, 085/1, 2027/1(3063A)

Set 22,403.00

2864Vintace Set with Hand Shower 261/1, 262/1, 267/3, 266/1, 085/1, 2027/1(3064)

Set 28,638.00

2865Vintace Set with Wall Shower 261/1, 262B/1, 267/3, 266/1, 085/1, 2027/1(3064A)

Set 32,759.00

2866Hexa Set with Hand Shower 243/1, 244/1, 263/1, 265/3, 085/1, 2027/1(3065)

Set 26,706.00

2867Hexa Set with Wall Shower 243/1, 244B/1, 263/1, 265/3, 085/1, 2027/1(3065A)

Set 27,067.00

2868Galaxy Set with Hand Shower 245/1, 246/1, 070/1, 068/3, 085/1, 2027/1(3066)

Set 21,704.00

2869Galaxy Set with Wall Shower 245/1, 246B/1, 070/1, 068/3, 085/1, 2027/1(3066A)

Set 23,918.00

2870Gutka (3''x3''x9'')

Nos. 25

2871Gutka (2''x2''x9'')

Nos. 18

2872 Bus bar (6 to 10 Ampere Nos. 900 2873 Circuit Breaker 6 Ampere Nos. 900 2874 Gas Hub with 3 burner Nos. 7,500 2875 Gas Hub with 5 Burner (SMC) Nos. 13,500 2876 G.I Razor Wire Rft 400 2877 Pile load Test (50) Job 150,000 2878 Pile load Test (50-100) Job 200,000 2879 Pile load Test (100-150) Job 250,000 2880 Pile load Test (150-200) Job 300,000 2881 Steel Casing of Piles/Piers Tonne 80,000 2882 Precast Water Channel (PCPL) (14 x 9) Each 520 2883 Precast Water Channel (PCPL) (18 x 12) Each 617 2884 Precast Water Channel (PCPL) (24 x 14) Each 735 2885 Precast Water Channel (PCPL) (24 x 18) Each 971 2886 Precast Water Channel (PCPL) (27 x 18) Each 1,026 2887 Precast Water Channel (PCPL) (30 x 21) Each 1,353 2888 Precast Water Channel (PCPL) (36 x 24) Each 1,694 2889 Precast Water Channel (PCPL) (45 x 27) Each 1,828 2890 InstallationPrecast Water Channel (PCPL) (14 x 9) Each 317 2891 InstallationPrecast Water Channel (PCPL) (18 x 12) Each 331 2892 InstallationPrecast Water Channel (PCPL) (24 x 14) Each 344 2893 InstallationPrecast Water Channel (PCPL) (24 x 18) Each 385

Materials-52





2894 InstallationPrecast Water Channel (PCPL) (27 x 18) Each 425 2895 InstallationPrecast Water Channel (PCPL) (30 x 21) Each 473 2896 InstallationPrecast Water Channel (PCPL) (36 x 24) Each 520 2897 InstallationPrecast Water Channel (PCPL) (45 x 27) Each 608 2898 16'' Dia Concrete Cover along with Frame Each 3,500 2899 18'' Dia Concrete Cover along with Frame Each 4,500 2900 20'' Dia Concrete Cover along with Frame Each 5,500 2901 Elastomeric Bearing Pads (According to Size and Thickness) local Cu.cm 1.5

2902Elastomeric Bearing Pads (According to Size and Thickness) Imported

Cu.cm 5.5

2903 Steel or Metal Bearing Devices Kg 178 2904 Gadab Stone Sq.m 1,500 2905 Youb Stone Sq.m 1,000 2906 Double glazed wall clading Sq.m 19,368 2907 All in one Solar Street Light per watt 3,150

2908

Base Dia = 190mm, Top Dia = 90mm, Thickness = 4.50mm,7-Meter (Shaft 'L' = 7000mm) High Pole, Hot Dip Galvanized as per given specification.Shaft 'L' = 7000mm, Arm Dia = 60mm x 3.65mm, Arm Length =1000mm, Base Plate = 400 x 400 x 20mm Thk., Stiffener = 75 x200 x 16mm Thk., Weight Of Pole = 160-170-Kg, Coating of Hot Dip Galvanized along with galvanized iron side arm for lighting fixture.

Nos.

40,000

29092.5 mm^2, multi-strand DC wire (cables) for solar panel,battery and charge controller.

Rm 1,040

2910 Galvanized iron PVC coated flexible pipe for solar street light Rm 150 2911 Minor Civil Works for solar lights Nos. 600

2912Transportation , installation , Testing and commissioning of solar street lights

Nos. 3000.00

2913 DC Fans 12 V (15-20 W) ON OFF Switches Nos. 7,000 2914 USB DC Mobile Phone Charger Nos. 700 2915 Door frame, moulded steel 14" size R.ft. 450 2916 PVC Flexible Pipe 1" R.ft. 30 2917 PVC Flexible Pipe 1.25" R.ft. 40 2918 PVC Flexible Pipe with GI wire1" R.ft. 70 2919 PVC Flexible Pipe with GI wire 1.25" R.ft. 90 2920 DC LED Light Bulb 12V-5w Nos. 600 2921 GI Pole Kg 135 2922 Plastic Electric exhaust fan 8" No. 2,000 2923 Plastic Electric exhaust fan 6" No. 1,800 2924 Plastic Electric exhaust fan 18" No. 4,000 2925 Full DC Invertor 1 ton No. 57,000 2926 Full DC Invertor 1.5 ton No. 70,000 2927 Full DC Invertor 2 ton No. 155,000 2928 Full DC Invertor 2.5 ton No. 175,000 2929 Full DC Invertor 3 ton No. 250,000 2930 Full DC Invertor 4 ton No. 350,000 2931 Full DC Invertor 5 ton No. 450,000 2932 MUELLER STREAMLINE COPPER TUBE TYPE K MADE IN USA2933 ACR/MED (009 NOM 1/4) OD 3/8 x 20FT Rft 132.832934 ACR/MED (013 NOM 3/8) OD 1/2 x 20FT Rft 240.982935 ACR/MED (016 NOM 1/2) OD 5/8 x 20FT Rft 300.832936 ACR/MED (019 NOM 5/8) OD 3/4 x 20FT Rft 365.402937 ACR/MED (022 NOM 3/4) OD 7/8 x 20FT Rft 560.182938 ACR/MED (029 NOM 1) OD 1-1/8 x 20FT Rft 733.432939 ACR/MED (035 NOM 1-1/4) OD 1-3/8 x 20FT Rft 909.302940 ACR/MED (041 NOM 1-1/2) OD 1-5/8 x 20FT Rft 1189.132941 ACR/MED (050 NOM 2) OD 2-1/8 x 20FT Rft 1890.002942 MUELLER STREAMLINE COPPER TUBE TYPE L MADE IN USA2943 ACR/MED (009) OD 3/8 x 20 FT Rft 113.932944 ACR/MED (013) OD 1/2 x 20 FT Rft 175.352945 ACR/MED (016) OD 5/8 x 20 FT Rft 246.232946 ACR/MED (019) OD 3/4 x 20 FT Rft 312.382947 ACR/MED (022) OD 7/8 x 20 FT Rft 393.232948 ACR/MED (028) OD 1-1/8 x 20 FT Rft 567.002949 ACR/MED (035) OD 1-3/8 x 20 FT Rft 763.352950 ACR/MED (042) OD 1-5/8 x 20 FT Rft 984.382951 ACR/MED (054) OD 2-1/8 x 20 FT Rft 1510.952952 DC Circuit Breakers

Materials-53





2953 Single Pole Circuit Breaker 10 Ampere Nos. 1,300 2954 Single Pole Circuit Breaker 16 Ampere Nos. 1,300 2955 Single Pole Circuit Breaker 20 Ampere Nos. 1,300 2956 Single Pole Circuit Breaker 25 Ampere Nos. 1,400 2957 Single Pole Circuit Breaker 32 Ampere Nos. 1,400 2958 Single Pole Circuit Breaker 40 Ampere Nos. 1,500 2959 Single Pole Circuit Breaker 50 Ampere Nos. 1,800 2960 Single Pole Circuit Breaker 63 Ampere Nos. 1,800 2961 2 Pole Circuit Breaker 10 Ampere Nos. 2,100 2962 2 Pole Circuit Breaker 16 Ampere Nos. 2,100 2963 2 Pole Circuit Breaker 20 Ampere Nos. 2,100 2964 2 Pole Circuit Breaker 25 Ampere Nos. 3,000 2965 2 Pole Circuit Breaker 32 Ampere Nos. 3,000 2966 2 Pole Circuit Breaker 40 Ampere Nos. 3,600 2967 2 Pole Circuit Breaker 50 Ampere Nos. 3,600 2968 2 Pole Circuit Breaker 63 Ampere Nos. 3,700 2969 3 Pole Circuit Breaker 10 Ampere Nos. 3,400 2970 3 Pole Circuit Breaker 16 Ampere Nos. 3,400 2971 3 Pole Circuit Breaker 20 Ampere Nos. 3,400 2972 3 Pole Circuit Breaker 25 Ampere Nos. 3,400 2973 3 Pole Circuit Breaker 32 Ampere Nos. 3,400 2974 3 Pole Circuit Breaker 40 Ampere Nos. 3,400 2975 3 Pole Circuit Breaker 50 Ampere Nos. 3,400 2976 3 Pole Circuit Breaker 63 Ampere Nos. 3,400 2977 4 Pole Circuit Breaker 10 Ampere Nos. 6,240 2978 4 Pole Circuit Breaker 16 Ampere Nos. 6,240 2979 4 Pole Circuit Breaker 20 Ampere Nos. 6,240 2980 4 Pole Circuit Breaker 25 Ampere Nos. 6,240 2981 4 Pole Circuit Breaker 32 Ampere Nos. 7,000 2982 4 Pole Circuit Breaker 40 Ampere Nos. 7,000 2983 4 Pole Circuit Breaker 50 Ampere Nos. 7,000 2984 4 Pole Circuit Breaker 63 Ampere Nos. 7,000 2985 AC Circuit Breakers2986 Single Pole Circuit Breaker 10 Ampere Nos. 910 2987 Single Pole Circuit Breaker 16 Ampere Nos. 910 2988 Single Pole Circuit Breaker 20 Ampere Nos. 910 2989 Single Pole Circuit Breaker 25 Ampere Nos. 980 2990 Single Pole Circuit Breaker 32 Ampere Nos. 980 2991 Single Pole Circuit Breaker 40 Ampere Nos. 1,050 2992 Single Pole Circuit Breaker 50 Ampere Nos. 1,260 2993 Single Pole Circuit Breaker 63 Ampere Nos. 1,260 2994 2 Pole Pole Circuit Breaker 10 Ampere Nos. 1,470 2995 2 Pole Pole Circuit Breaker 16 Ampere Nos. 1,470 2996 2 Pole Pole Circuit Breaker 20 Ampere Nos. 1,470 2997 2 Pole Pole Circuit Breaker 25 Ampere Nos. 2,100 2998 2 Pole Pole Circuit Breaker 32 Ampere Nos. 2,100 2999 2 Pole Pole Circuit Breaker 40 Ampere Nos. 2,520 3000 2 Pole Pole Circuit Breaker 50 Ampere Nos. 2,520 3001 2 Pole Pole Circuit Breaker 63 Ampere Nos. 2,590 3002 3 Pole Circuit Breaker 10 Ampere Nos. 2,380 3003 3 Pole Circuit Breaker 16 Ampere Nos. 2,380 3004 3 Pole Circuit Breaker 20 Ampere Nos. 2,380 3005 3 Pole Circuit Breaker 25 Ampere Nos. 2,380 3006 3 Pole Circuit Breaker 32 Ampere Nos. 2,380 3007 3 Pole Circuit Breaker 40 Ampere Nos. 2,380 3008 3 Pole Circuit Breaker 50 Ampere Nos. 2,380 3009 3 Pole Circuit Breaker 63 Ampere Nos. 2,380 3010 4 Pole Circuit Breaker 10 Ampere Nos. 4,368 3011 4 Pole Circuit Breaker 16 Ampere Nos. 4,368 3012 4 Pole Circuit Breaker 20 Ampere Nos. 4,368 3013 4 Pole Circuit Breaker 25 Ampere Nos. 4,368 3014 4 Pole Circuit Breaker 32 Ampere Nos. 4,900 3015 4 Pole Circuit Breaker 40 Ampere Nos. 4,900 3016 4 Pole Circuit Breaker 50 Ampere Nos. 4,900 3017 4 Pole Circuit Breaker 63 Ampere Nos. 4,900 3018 4 Pole Circuit Breaker 70-100 Ampere (70KV) Nos. 49,000 3019 4 Pole Circuit Breaker 100-160 Ampere (70KV) Nos. 60,000 3020 4 Pole Circuit Breaker 160-250 Ampere (70KV) Nos. 91,000

Materials-54





3021 4 Pole Circuit Breaker 320-400 Ampere (70KV) Nos. 138,000 3022 4 Pole Circuit Breaker 500-630 Ampere (70KV) Nos. 181,000 3023 4 Pole Circuit Breaker 640-800 Ampere (70KV) Nos. 330,000 3024 4 Pole Circuit Breaker 800-1000 Ampere (70KV) Nos. 332,000 3025 4 Pole Circuit Breaker 1000-1250 Ampere (70KV) Nos. 345,000 3026 2 V Cell 1000 AH, =&+1000 Cycles (for Solar System Only) Nos. 60,000 3027 Solar Pump Controller per Watt Watt 14 3028 Solar DC Pumps 0.5 HP Nos. 30,000 3029 Solar DC Pumps 1 HP Nos. 45,000 3030 Solar DC Pumps 2 HP Nos. 60,000 3031 Solar DC Pumps 3 HP Nos. 90,000 3032 Maintaineous Free Battaries 12 V 1000 Cycles Nos. 45,000 3033 Maintaineous Free Battaries 12 V 1200 Cycles Nos. 60,000 3034 Maintaineous Free Battaries 12 V 1500 Cycles Nos. 78,000 3035 Maintaineous Free Battaries 12 V 2000 Cycles Nos. 90,000 3036 Charge Controller for Solar System (Schineder 3KVA) Nos. 90,000 3037 Charge Controller for Solar System (Schineder 5KVA) Nos. 125,000 3038 Muslim Shower CR (Complete Set including Pipe) Nos. 2,000 3039 WC Shower Colour (Complete Set including Pipe) Nos. 1,500 3040 WC Shower CR (Without Pipe) Nos. 1,000 3041 WC Shower Colour (Without Set Pipe) Nos. 500 3042 Carpet (Plain Machine Made) Sft 40 3043 Korean Fence Sq.m 301 3044 Dhaka Fence Sq.m 269 3045 Bitumen 40/50 Kg 70 3046 Surge Protector (40 KVA) 3 Pole Nos. 28,000 3047 Surge Protector (40 KVA) 4 Pole Nos. 32,000 3048 Remote Online System Monitoring Device Nos. 250,000 3049 System Control Panel (SCP) Nos. 75,000

30501.5'' x 3/4 '' Expansion Joint with one Component Polyurethane Fuel Resistant Sealant including 40 mm Baker rod and One coat of primer

RM 886

30512.0'' x 1 '' Expansion Joint with one Component Polyurethane Fuel Resistant Sealant including 50 mm Baker rod and One coat of primer

RM 1,312

3052 Nos. 2,500,000

3053KSB Deep Well Turbine Pump Flanged Type DWT B8B / 10 Stages + 20 HP / 4P Motor

Nos. 2,900,000


Nos. 2,500,000


Nos. 2,500,000

3056Supply of KSB Deep Well Turbine Pump Flanged Type DWT B8B / 14 Stages + 30 HP / 4P Motor

Nos. 4,700,000


Nos. 4,700,000


Nos. 4,800,000

3059Supply of KSB Deep Well Turbine Pump Flanged Type DWT B10D / 7 Stages +50 HP / 4P Motor

Nos. 4,400,000


Nos. 4,400,000

3061Deep Well Turbine Pump Flanged Type / 14 Stages + 30 HP / 4P Motor

Nos. 4,700,000

3062 Deep Well Turbine Pump Flanged Type / 4 Stages + 60 HP / 4P Motor Nos. 5,000,000 3063 Nos. 2,250,000 3064 Nos. 2,350,000

3065 Nos. 3,181,320

3066 Starter Switch 10 HP Nos. 50,000 3067 Starter Switch 15 HP Nos. 60,000 3068 Starter Switch 20 HP Nos. 70,000 3069 Starter Switch 25 HP Nos. 80,000 3070 Starter Switch 30 HP Nos. 85,000 3071 Starter Switch 40 HP Nos. 90,000 3072 Starter Switch 60 HP Nos. 120,000 3073 100 Gallon Water Boiler Nos. 120,000 3074 Aluminium Louvers 50 mm in Depth and 1.3 mm thick Sq.m 5,000 3075 Tempered Glass 12 mm Sq.m 3,443

KSB Deep Well Turbine Pump Flanged Type DWT B8B / 8 Stages +

Submersible pump with Minimium Flow rate of 40 m3/h, Head of 90 m Submersible pump with Minimium Flow rate of 40 m3/h, Head of 107 m Submersible pump with Minimium Flow rate of 85 m3/h, Head of 97 m and Setting Depth of 60 m, 6 Stages + 50 HP / 2P Motor

Materials-55





3076 Tempered Glass 5 mm Sq.m 2,044 3077 Grease Trap Nos. 1,500 3078 Grease Trap Nos. 450 3079 SS Handle 18 '' Set 2,500 3080 3'' wide Aluminium Bottom Rail RM 750 3081 1.5 mm2 DC single Core Cable RM 35 3082 2.5 mm2 DC single Core Cable RM 43 3083 Graphic Paints Sft 55 3084 Movable Structure For Solar Panels per Watt 22 3085 Reflectors for Guard Rail Nos. 150 3086 Three Star Rating Fan 56'' Nos. 3,850 3087 Nakka Structure (12'') Nos. 348 3088 Nakka Structure (15'') Nos. 488 3089 Nakka Structure (18'') Nos. 641 3090 Nakka Structure (20'') Nos. 795 3091 Nakka Structure (24'') Nos. 969 3092 Geotextile Sq.m 100 3093 Wall Bracket for Split type AC units Nos. 1,500 3094 Coper Pipe for Split type AC units RM 1,000 3095 Corian (Plain) Sq.m 6,994 3096 Corian (Textured) Sq.m 10,222 3097 PVC wall Panelling 9'' Wide and 10 ft length RM 675 3098 Porcelain Tile glazed/matt (Prime Quality) Base Rate Sq.m 1,600 3099 High Polymer Modified Quickset Tile Adhesive Kg 40 3100 2 V Cell 1000 AH 600=&+ Cycles (for Solar System Only) 100 AH 50,000 3101 BATTERIES-MAINTENANCE FREE Li- ion (PO4) 100 AH 100,000 3102 BATTERIES-MAINTENANCE FREE 12 V, GEL 1000+= 100 AH 26,000 3103 BATTERIES-MAINTENANCE FREE 12 V, GEL 600+= 100 AH 20,000 3104 BATTERIES-MAINTENANCE FREE 12 V, AGM 1000+= 100 AH 75,000 3105 BATTERIES-MAINTENANCE FREE 12 V, AGM 600+= 100 AH 55,000 3106 DC LED Light Bulb 12V-10w Nos. 1,000 3107 Street Electric Pole Kg 130 3108 Solar Submersible Pumpset,4HP Nos. 309,810 3109 Solar Submersible Pumpset, 5HP Nos. 374,205 3110 Solar Submersible Pumpset, 6 HP Nos. 411,412 3111 Solar Submersible Pumpset, 7.5HP Nos. 472,746 3112 Solar Submersible Pumpset, 10HP Nos. 556,688 3113 Solar Submersible Pumpset, 12.5 HP Nos. 617,447 3114 Solar Submersible Pumpset, 15 HP Nos. 699,280 3115 Solar Submersible Pumpset, 17.5 HP Nos. 719,542 3116 Solar Submersible Pumpset, 20 HP Nos. 857,368 3117 Solar Submersible Pumpset, 25 HP Nos. 938,084 3118 Solar Submersible Pumpset, 30 HP Nos. 1,134,478 3119 Solar Submersible Pumpset, 40 HP Nos. 1,300,000 3120 Solar Pump Controller Per Watt 10 3121 Clipsal Switch I Gang Nos. 450 3122 Clipsal Switch 2 Gang Nos. 500 3123 Clipsal Switch 3 Gang Nos. 550 3124 Clipsal Switch 4 Gang Nos. 600 3125 Clipsal Switch 5 Gang Nos. 650 3126 Clipsal Switch 6 Gang Nos. 700 3127 Clipsal Fan regulator Nos. 1,250 3128 Clipsal Switch 2 way Nos. 950 3129 Grohe European Basin Mixer (Product Code 36207001) Nos. 47,000 3130 Grohe European Bidit Mix (Product Code 32244001) Nos. 15,300 3131 Grohe European Bath Mix (Product Code 3282000) Nos. 8,200 3132 Grohe European Hand Shower (Product Code 28436001) Nos. 6,200 3133 Grohe European Basin Mix (Product Code 23338000) Nos. 6,200 3134 Grohe European Muslim Shoer (Product Code 27513) Nos. 3,400 3135 Grohe European Tcock (Product Code 22940) Nos. 800 3136 Grohe European Banedg Mixer (Product Code 29039000) Nos. 11,000 3137 Grohe European Rain Shower (Product Code 27591000) Nos. 6,000 3138 Grohe European RoD 18" (Product Code 27591000) Nos. 44,000 3139 Grohe European Spout (Product Code 13252000) Nos. 4,400 3140 Grohe European Basin Mix (Product Code 23328000) Nos. 8,200

Materials-56


Volume-I


INPUT RATES

EQUIPTMENT


Input Rates, (Equiptment)

Sr. Description Unit Rate (Rs.) 1 Asphalt mixing plant including other equipment Hrs 25,411.00 2 Bitumen mixer with fuel & operator Hrs 1,750.00 3 Concrete Batching Plant (30 Cum/Hr.) Hrs 2,575.00 4 Boring of tubewell equipment (Manual) Hrs 425.00 5 Bucket Hrs 20.00 6 Bulldozer C-14 Hrs 3,597.00 7 Bullock Hrs 120.00 8 Concrete mixer with operator - 5 Cu.ft. Hrs 253.00 9 Crane 20 ton capacity Hrs 1,900.00

10 Crane 10 ton capacity Hrs 1,410.00 11 Crane 3 ton capacity Hrs 400.00 12 Crane 6 ton capacity Hrs 500.00 13 Cutting machine for G.I. pipes Hrs 45.00 14 Cutting machine (prestressing wire) Hrs 40.00 15 Drill machine Hrs 60.00 16 Excavator Hrs 2,500.00 17 Earth carrier Hrs 96.00 18 Floor grinding machine with grinder Hrs 75.00 19 Grout pum mixer Hrs 112.50 20 Harrowing disc with tractor Hrs 537.00 21 Hand roller 1/2 ton Hrs 34.00 22 High pressure hand pump Hrs 10.00 23 Hydraulic jack Hrs 426.00 24 Immersion vibrator Hrs 196.00 25 Injection pump Hrs 125.00 26 Motor grader 90 H.P. Hrs 2,136.00 27 Motor grader 165 H.P. Hrs 3,150.00 28 Pile driving plant with accessories Hrs 1,000.00 29 Piling plant including fuel, operator & other staff Hrs 5,000.00 30 Pneumatic tyre roller Hrs 2,135.00 31 Pump including POL with driver Hrs 300.00 32 Pump set 10 H.P Hrs 625.00 33 Concrete Pump Hrs 1,509.00 34 Rammer Hrs 87.00 35 Rig Hrs 1,000.00 36 Riveting machine Hrs 60.00 37 Road compactor Hrs 800.00 38 Road roller 10-12 ton capacity Hrs 1,154.00 39 Road roller 6 ton capacity Hrs 1,250.00 40 Steel bar bending machine Hrs 60.00 41 Steel bar cutting machine Hrs 60.00 42 Screened vibrator Hrs 60.00 43 Sheep foot roller Hrs 3,300.00 44 Skip bucket Hrs 30.00 45 Spray machine Hrs 60.00 46 Concrete Transit Mixer (6 cum) Hrs 1,676.00 47 Tar boiler with attendent Hrs 200.00 48 Tar boiler with sprayer Hrs 125.00 49 Tanker Hrs 700.00 50 Trailer with operator and fuel.(30 Ton Capacity) Hrs 3,400.00 51 Tractor with operator Hrs 537.00 52 Tractor 98HP for sheep foot roller Hrs 534.00 53 Truck 8 ton capacity (Dumper) Hrs 1,542.00 54 Vibrator including operator Hrs 175.00 55 Vibratory roller 10-12 Ton Hrs 1,772.00 56 Water tanker, 1000 gallon capacity Hrs 583.00 57 Welding machine Hrs 125.00 58 Welding plant Hrs 125.00 59 Donkey Hrs 100.00 60 Donkey ( with cart ) Hrs 125.00 61 10 ton truck Days 1,120.00 62 Tractor with trolley Days 4,352.00 63 Trackor with trolley (For Bricks) Days 7,500.00 64 Tractor Days 1,923.00

PLANT & EQUIPMENT INCLUDING OPERATIONAL COST

Equiptment-1


Input Rates, (Equiptment)

Sr. Description Unit Rate (Rs.)

PLANT & EQUIPMENT INCLUDING OPERATIONAL COST

65 Jack Hammer Hrs 4,500.00 66 Dumper Truck (Imported) (18 Ton) Hrs 2,150.00 67 Air compressor Hrs 600.00 68 Wheel Tractor with Blade Hrs 650.00 69 Plate Compactor Hrs 300.00 70 Frog Compactor Hrs 350.00 71 Manual Jack Hammer Hrs 500.00 72 Bamboo Scafolding Sft 5.00 73 Steel Scafolding Sft 25.00 74 Steel Shuttering including Polyvinly board Sft 25.00 75 Putzmeister plastering machine Hrs 150.00 76 Cold Milling Machine. 1 M Width Hrs. 8,500.00 77 Percussion boring rig Hrs. 750.00 78 Laser Levelling Machine Hrs. 3,500.00 79 Paver 4 M wide Hrs. 4,500.00 80 Bitmac Plant Hrs. 8,000.00 81 Bitumen Distributor Tow Type (2000 liters) Hrs. 900.00

Equiptment-2

COMPOSITE SCHEDULE OF RATES 2002 - Government of ...

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