Common Schedule of Rates

FORWARD

Common Schedule of Rates (CSR) being published by Punjab, PWD from time to time is a very

comprehensive document and useful in execution of development works in Punjab. Apart from Punjab

PWD this CSR is being used by number of Boards, Corporations, Public Sector Undertakings, Private

Sector Builders and Architects etc.

The CSR was first published in the year 1962 followed by revision in the year 1987. During the last 21

years, CSR has not been revised. 25 Nos. Addenda and Corrigenda on CSR-1987 have been issued from

time to time. The prices of Labour and Material have increased many fold and to update the rates, the

ceiling premium are being fixed from time to time by Zonal Committee of Superintending Engineers of

various departments.

It is utmost needed that a re-print of CSR-1987 may be published by incorporating the A&C slips

No.1 to 21 and 25 (A&C slip No.22 to 24 relate to Specifications) including amendments issued in A&C

slips. Although this volume of publication contains items of CSR-1987 the nomenclature of some items

have been improved by making them more generic. Items which are either obsolete or are not in use have

been deleted. Chapter No.2, is not in use these days and has been deleted.

I wish to place on record the technical input and effective co-ordination on the part of various

technical committees and the efforts put in by staff of CSR cell to finalize the re-print of CSR-1987.

I am also thankful to all the Chief Engineers and Superintending Engineers who gave their valuable

advice and full co-operation in the finalization of CSR-1987 Reprint.

This re-print has been issued with the approval of the Committee of Direction of Chief Engineers.

Punjab, PWD B&R Branch,

Patiala.

I am sure that this CSR will be quite helpful to all the concerned in construction industry and

development works.

Patiala : (Er. N. S. Brar PSE-I)

Chief Engineer (H.Q.),

Chapter

No.

Page No.

Preface .. ..

1 Daily Wages .. .. 1

2 Monthly Wages .. .. 6

3 Materials .. .. 7

4 Loading & Un-Loading .. .. 25

5 Carriage .. .. 30

6 Earth Work .. .. 42

7 Rock-Cutting .. .. 49

8 Demolition .. .. 50

9 Centring & Shuttering .. .. 54

10 Concrete .. .. 56

11 Brick Work .. .. 65

12 Stone Masonry .. .. 74

13 Hoisting and Roofing .. .. 79

14 Flooring and Dados .. .. 86

15 Plaster, Pointing, White Washing and Distempering .. .. 105

16 Painting and Varnishing .. .. 111

17 Wood Work .. .. 118

18 Steel & Iron Work .. .. 135

19 Lining .. .. 143

20 Outlets .. .. 149

21 Pile Driving .. .. 156

22 Well Sinking .. .. 158

23 River and Canal Protection Works .. .. 163

24 Road Work .. .. 169

25 Maintenance of Furniture .. .. 177

26 Miscellaneous .. .. 181

27 Quantities of Materials .. .. 186

28 Water Supply .. .. 198

29 Sewerage and Drainage .. .. 249

30 Sanitary Installations .. .. 322

31 Electrical Installations .. .. 356

32 Hire charges of Machinery .. .. 427

33 Horticulture .. .. 428

34 Maintenance of Buildings and Roads .. .. 432

Name of the Chapter

CONTENTS

1

2

(i) Chapter No. 1 to 27 and 32 to 34

(ii) Chapter No 28 to 30

(iii) Chapter No.31

3

4

5

6

7

PREFACE

SECOND EDITION - REPRINT

This Schedule of Rates is applicable to the works to be executed by the various Branches of the state

PWD.

The common Schedule of Rates, 1962 converted into metric system during 1965-66 known as

Interim Common Schedule of Rates, has been revised under the direction of the committee of

Direction of Chief Engineers. The revision of the Schedule was necessitated becasue of the

phenomenal rise in the rates of material and labour over the past two decades and addition of new

items.

The revision work was undertaken by the schedule of Rates, cell specially created for the purpose

under the supervision of a Superintending Engineer, PWD B&R Branch, Patiala assisted by three

Executive Engineers one each from B&R, Irrigation and Public Health Branches.

The Schedule of Rates cell after completing the revision work of the Common Schedule of Rates

obtained the approval in various meetings of the Committee of the Direction of Chief Engineers,

constituted vide Secretary to Govt. of Punjab PWD B&R No.22 (90) B&R-II (3)85/2723 dated 28th

June, 1985.

The new Schedule has been compiled in one volume, thus combining all the four volumes of 1962 in

one concise form for the convenience of ready reference. Volume-II of the erstwhile Schedule for "Hill

Region" has become redundant as a result of reorganisation of the State during 1966. Special rates

giving due weightage for the "Sub Mountainous Region" in the state, have been incorporated in the

schedule. The Schedule now comprises the following chapters :-

This Schedule will not be applicable to the agreements and work orders already in vogue and these

will continue to be operated on the basis of the previous Schedule till their completion.

The areas in the state have been sub-divided into the following two zones :-

PLAINS

All districts of Punjab including Chadigarh and Municipal areas/notified areas of towns of the Sub-

mountainous region and road land width of Ambala-Chandigarh-Hoshiarpur-Pathankot-Madhopur

road.

Buildings and Road Works and Irrigation Works

such as Outlets, Lining and River and Canal

Protection works etc.

Public Health Works such as Water Supply,

Sewerage and Drainage and Sanitary Installations.

Electircal Installations.

The Common Schedule of rates, 1987 will be operative with effect from Ist January, 1987.

The rates given in this Schedule are for normal construction and maintenance works. For large scale

projects, specialized and emergent works like closure works, separate rates may be determined by,

the Chief Engineer of the Department concerned.

8

9

10 (a)

10 (b)

11

12

13

(a)

(b)

(i)

SUB-MOUNTANEOUS REGION

Sub-mountaneous area includes the North Eastern side of Ambala-Chandigarh road starting from

Dera Bassi Block boundary to Chandigarh-Ropar-Garhshanker-Hoshiarpur-Dasuya-Mukerian-

Pathankot-Madhopur road, then turning to right side of River Ravi including the entire area of Punjab

upto J&K Border.

The Executive Engineers are empowered to pass mechanical jobs like repairs to truck and

tubewells not included in the Schedule upto Rs.500/- for each items not exceeding Rs.5000/-

(Rs.Five thousand only) in a year by calling open quotations.

For such materials as timber, and electrical goods, etc., which have to be arranged by the

contractor, the entire carriage is included in the rate, irrespective of the lead. For such materials

as bricks, brick ballast, bajri, sand, stone and cinder, extra lead involved beyond 5 Km., is

payable as per carriage rates.

For materials like cement, steel etc., which are issued from Govt. stores, the through rates

include :-

The works at New Delhi and Delhi shall be carried out on the basis of C.P.W.D. Schedule of Rates

and specifications.

The schedule of Rates, 1987 is based on detailed analysis of rates for each item of work, which is

also being printed separately for office use only. The analysis of rates is a strictly confidential volume

and the departmental officers must take care as not to divulge the same to the contractors.

The rates given in this Schedule are based on the latest edition of the Punjab P.W.D. specifications

including subsequent Addenda and Corrigenda issued from time to time for all chapters except

chapter No.24 "Road work" for which the specifications of Road and Bridge work evolved by the roads

wings of the Ministry of Shipping & Transport Published by the Indian Roads Congress New Delhi,

are to be adopted. The rates in respects of "Electrical Installations" Chapter 31 are based on revised

specifications, 1985.

The Superintending Engineers are empowered to pass Miscellaneous items pertaining to

mechanical works like repair of Trucks & Tubewells not included in the Schedule of Rates upto

Rs.5000/- for each item; not exceeding Rs.50,000/- (Rs. Fifty thousand only) in a year. It has no

concern with non schedule items.

For the execution of works in villages and other isolated works not on main roads and involving the

use of skilled labour and costing upto Rs.5.00 Lacs, extra premium of 10% may be allowed for

estimating purpose over and above the premium or abatement fixed for the area concerned. The

contractor is to be paid only on the basis of rates of premium and abatement tendered by him on the

basis Schedule of rates i.e. not taking into consideration the 10 per cent applicable weightage in

ceiling premium. For isolated work and works in villages, tenders for such works should be clearly

invited on this basis. As regards classification of a work under this category, each case should be

examined on merit.

Unless otherwise specified, the labour rates for various items of construction include handling of

materials within 100 metres. The through rates include all rehandling of materials the site of work and

no payment is due to the contractor on this account.

The through rates, given in the Schedule, include the carriage of materials as follows :-

For works within municipal limits or within two kilometre periphery of municipal limits of the town

and having Govt. stores, all carriage irrespective of the distance of site of work from Govt. stores

of that town.

(ii)

(c)

14

15

16

17

18

19

20

.. mm

.. cm

.. dm

.. m

.. dam

.. hm

.. km

Decametre

Millimetre

For bricks the through rates include the carriage within a radius of 5km. of site of work, if the

source of bricks is within that limit. In case the source is beyond the radius of 5 km. of the site of

work, the through rates include carriage upto first 5 km. measured from source of bricks

irrespective of the fact whether this initial distance consists of katcha and pucca or partly katcha

and pucca. The lead beyond this initial distance of 5 km. will be payable at the rates provided in

the Schedule of Rates for the corresponding subsequent kilometres. For this purpose the source

of bricks shall be the nearest possible working kiln or dump from where the bricks can be

obtained and the resources shall be certified as such by the Sub Divisional Engineer inwriting

before releasing the payment.

In case of works below ground level like basement of buildings and public health works such as

sewers, disposal works etc., the rates upto a depth of 4 metres below gound level, shall be the same

as for work in superstructure upto first floor level. For depths greater than 4 metres, additional rates

for subsequent storeys shall be added. For works which are not deeper than 1.5 metres from ground

level, ordinary rates for works in foundation and plinth shall apply.

The through rates include the wastage and breakage of various materials during construction.

Unless otherwise specified, the labour rates include the cost of water, tools and plants, labour and

materials for scaffolding and cost of good earth for mud mortar and mud plaster wherever required.

The through rates include all octroi charges, toll tax, sales tax and other local taxes etc., paid by the

contractor in bringing the material to the site of work.

Kilometre

Where the description of any item is too long, the essential portion has been printed in antique (thick)

letters. Only such essential portion need be written in estimates,tenders contract and measurement

books, although it will be deemed to cover the entire item as described fully in the Schedule Of Rates.

Where the description is only in one type of letters, It should be repeated as a whole.

Wherever the column for "Rates" is neither headed by "Plains" nor by "Sub-mountainous Region" the

same may be considered to apply to both the regions.

For work in places other than mentioned in (i) above, the carriage within a radius of 5 kilometres

of the site of work and in case of extra lead beyond this limit, carriage is payable at rates

provided in the Schedule for the corresponding subsequent kilometres.

Abbreviations of units, wherever occuring, in the Punjab, P.W.D. Schedule of Rates 1987, First

Edition, are as under :-

A. LENGTH

Centimetre

Decimetre

Metre

Hectometre

B. AREA

.. sq mm

.. sq cm

.. sq m

.. a

.. ha

.. sq km

.. cu mm

.. cc

.. cu m

.. ml

.. l

.. kl

.. mg

.. g

.. kg

.. q

.. t

..

.. kg/cu m

.. cu m/s

.. D.G.S. & D.

.. P.W.D.

.. I.S.

Square Kilometre

Cubic millimetre

Squaremetre

Square millimetre

Square centimetre

area

Kilogram per

G. DISCHARGE

gram

kilogram

quintal

Tonne

MISCELLANEOUS

Director Genral of supplies and Disposal

Litre

Public work Department

Indian Standard

Cubic centimetre

Cubic metre

cubic metre

F. DENSITY

hectare

C. VOLUME

Milli litre

D. CAPACITY

Kilo litre

Milligram

E. WEIGHT

Cubic metre per second

The above abbreviations signify both singular as well as plural number.Note :-

.. I.S.I.

.. I.R.C.

.. B.R.C.

.. T&P

.. N.I.T.

.. G.I.

.. A.C.C.

.. A.C.

.. J.P.C.

.. C.I.

.. H.C.I.

.. R.C.C.

.. P.V.C.

.. S.W.M.

.. H.D.P.E.

.. L.D.P.E.

.. M.S.

.. R.S.

.. O.F.

.. A.P.M.

.. O.S.M.

.. F.S.D.

.. N.S.L.

.. G.L.

.. S.L.

.. S.W.G.

.. Amp.

.. dia.

.. A.A.C.

Notice Inviting Tender

Galvanized Iron

Asbestos cement Corrugated

Indian Roads Congress

Billet Rolled Committee

Indian Standard Institution

Asbestos Cement

Cast Iron

Heavy Cast Iron

Reinforced Cement Concrete

Poly Vinyl Chloride

Mild Steel

Natural Surface Level

Ground Level

Toos and Plants

Joint Plan Committee

Ampere

Diametre

All Aluminium Conductor

High Density Polyethylene

Low Density Polyethylene

Short Way Mesh

Rolled Steel.

Open Flume

Adjustable Proportionate Module

Orifice Semi Module

Spring Level

Full Supply Depth

Standard wire gauge

.. G.E.C.

.. L&T.

.. D.P.

.. T.P.

.. T.P.N.

T.P.& N.

.. A.C.S.R.

.. N.O.

.. N.C.

.. C.T.

.. H.R.C.

.. S./E.

.. B.D.B.

.. O.H.B.B.C.

.. S.W.

.. R.P.M.

.. M.C.B.

.. A.C.

.. S.P.

.. S.P. & N.

.. K.W.H.

.. P.C.C.

20

(i) All items of Punjab P.W.D.Schedule of

Rates 1987 except as mentioned below :

.. (a) Dimessions shall be measured to the

nearest 0.01 metre. However, rounding off the

figures shall not be applicable to conversion

of basic dimensions of material and as

restricted in the P.W.D. Specifications

(Punjab) enforced from time to time.

(b) Area shall be worked out to the nearest

0.01 sq m.

(c) Cubic contents shall be worked out to

the nearest 0.01 cu m.

MEASUREMENTS TO BE TAKEN UPTO THE POINT OF DECIMAL A GIVEN BELOW.

High rupturing capacity

Triple Pole with Neutral

General Electric Co.

Supply and erection

Over Head Bus-Bar Chamber

Stone ware

Revolutions per minute

Miniature circuit breaker

Alternating Current

Larsen & Toubro

Double Pole

Triple Pole

Aluminium conductor steel reinforced

Normally Open

Normally Closed

Current transformer

Branch distribution fuse-board

Single Pole

Single pole & neutral

Kilo-watt hour

Plain cement concrete

(ii) Loading, un-loading, stacking and carriage. ..

(iii) Demolition. ..

(iv) Supply and filling cinder on roof including

light ramming.

..

(v) Items of skirting and dados, including that

on risers and treads of stairs of plaster,

precast terrazzo tiles, Agra red stone and of

terrazzo, etc.

..

(vi) Items of skirting and dados, including that

on risers and treads of stairs of white

Makrana Marble, Chittor Black Marble and

of Kotah Stone.

..

(vii) Hoisting of wooden beams. ..

(viii) Wood work wrought, planed and fixed for

trusses, chowkats etc.

..

(ix) Shutters of all type. ..

(x) Pelmets. ..

Length, breadth and height of stack shall be

measured correct to a cm. suitable deduction

shall be made to account for voids in loose

stacking according to factor, mentioned in

relevant chapters of specifications or

Schedule.

Correct to 1 mm where the height of skirting

does not exceed 30 cm, and where the height

of skirting exceeds 30 cm it shall be

measured correct to a cm.

Length and breadth shall be measured correct

to a cm and average depth to 5mm.

Correct to 3 mm where the height of skirting

does not exceed 30 cm and where the height

of skirting exceeds 30 cm, it shall be

measured correct to a cm.

Measurements to be taken correct upto the

place of decimal, as per respective original

items, mentioned in this para.

Length shall be measured correct to a cm and

breadth and depth, correct to 5 mm.

In cubic metres nearest to four places of

decimal. Length of each piece shall be

measured nearest to a cm and X-sectional

dimensions shall be measured as specified in

Ch. 17 of the Schedule, correct to 5 mm.

Shutters shall be measured in sqm nearest to

2 places of decimal, in close position,

covering the rebate of the frame. Over lap of

two shutters shall not be measured. The width

and height of shutter shall be measured

correct to a cm.

The pelmets shall be measured along the

sides and face of planking correct to a cm.

(xi) (a) Steel reinforcement. ..

(b) Structural steel.

(xii) Steel windows. ..

21

(i)

(ii)

22

(i)

(a)

(b)

(c)

23

In accordance with the instructions contained

in the book of P.W.D. specifications, the

standard factor prescribed therein, shall be

taken in calculating the consumption of steel.

The change in the standard factor is

permissible only when the steel is weighed,

measured, and the conversion factor is

arrived at by two gazetted officers,

immediately on receipt of the steel.

It is made clear that wherever standard

factors of steel do not hold good, such as for

untested steel, each indent shall specify

weight, as well length in respect of each

category of steel, and factor shall also be

worked out on each indent, so that there is

absolutely no confusion in respect of factor of

untested steel.

Finished sections shall be measured in

running metres correct to a cm and their

weight calculated, on the basis of which steel

is supplied to the contractor, by the Deptt. or

from standard tables for tested steel.

The unit will be sqm correct to two places of

decimal. The height and width shall be

measured correct to 0.5 cm.

FOR ROUNDING OFF THE VALUES, THE FOLLOWING RULES SHOULD BE APPLIED.

works executed during harvesting and showing seasons when the labour rates are comparatively

higher due to scarcity of labour.

When the figure, next beyond the last figure or place, to be retained, is less than 5 the figure in

the last place retained, shall be left unchanged.

When the figure, next beyond the last figure or place, to be retained, is more than 5 or is 5,

followed by any figures, other than Zero; the figure in the last place retained, shall be increased

by 1.

Closure work

If tenders for any item are higher than the premium sanctioned in the Schedule of rates, the

Superintending Engineers of Irrigation Branch should first fully satisfy themselves about their

justification. If they feel that the work is of emergent nature and it can not be done in sanctioned

premium, he should under intimation to the Chief Engineer, sanction the tenders for work upto Rs.

1.00 lac(Labour Cost only). The rate being not more than 15% above the basic rate & Zonal

sanctioned premium. If the labour cost of work is more than Rs. 1.00 lacs, the tenders should be

referred to the Chief Engineer for acceptance.

The implications of tendered premium above or below (plus or minus) the ceiling fixed by the Zonal

Committee shall be as under:-

"The percentage tendered premium/abatement shall be added to/substracted from Zonal ceiling

premium only. The percentage so arrived at shall be applicable to the basic rates printed in C.S.R."

emergent works are defined as below:

closing of cuts and breaches.

24

25 (a)

(b)

1.

2.

3.

4.

5.

1.

2.

1.

2.

3.

4.

Chief Engineer (Buildings)

BUILDINGS & ROADS BRANCH

Chief Engineer (National Highways)

Committee of the Direction of Chief Engineers,

Public Works Department, Punjab.

COMPOSITION OF THE DIRECTION COMMITTEE OF CHIEF ENGINEERS

Chief Engineer (Link Roads)

PUBLIC HEALTH BRANCH

Rates of all the items in CSR are in Rupees.

Chief Engineer, Capital Project Chandigarh Admn.(U.T)

FINANCE DEPARTMENT PUNJAB

Deputy Secretary to Govt. Punjab, Finance (R) Department.

Chief Engineer (Rural Water Supply)

IRRIGATION BRANCH

Chief Engineer (Canals)

Chief Engineer (Drainage)

Chief Engineer (Govt. Works)

Issued under the Authority of

Where the cement and steel (except items No.18.9, 18.10, 18.11, 18.12, 18.19, 18.20, 18.23,

18.25, 18.28, 18.30 & 18.32) are arranged by the contractor at their own cost, 10% contractor

profit may be added for these items.

The rates for all the chapters (except item No 18.9, 18.10, 18.11, 18.12, 18.19, 18.20, 18.23,

18.25, 18.28, 18.30 & 18.32) are based on cement & steel to be issued from the Govt. store with

3% storage charges, hence no contractor's profit have been provided on cost of cement &

steel.

Chief Engineer (Plan Roads)

Chief Engineer (Electrical)

Chief Engineer (Lining)

Chief Engineer Ranjit Sagar Dam (Design)

CAPITAL PROJECT CHANDIGARH ADMN.

Chief Engineer.

MEMBER SECRETARY

ACCOUNTANT GENERAL, PUNJAB

Superintending Engineer, P.W.D. B&R

Schedule of Rates Cell, Patiala.

SPECIAL INVITEE

Senior Deputy Accountant, General, Punjab.

BHAKRA BEAS MANAGEMENT BOARD

Any Technical Head of Semi Govt.

Undertaking/Organisation/Corporation.

Sr. No. Description

1 Erratta to the Common Schedule of Rate 1987 Printed on Page (a) to (i)

2 A&C Slip No. 1 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala

vide Memo No. 152-280/SRC Dt. 12.02.87.




vide Memo No. 466-505/SRC Dt. 27/28.04.87.





















15 Amendment to A&C Slip No. 13 vide Chief Engineer, Punjab, PWD B&R

Branch, Patiala vide Memo No. 48-82/SRC Dt. 18.03.94.

VARIOUS ADDENDA AND CORRIGENDA TO COMMON SCHEDULE OF

RATE 1987 ISSUED BY CHIEF ENGINEER, PUNJAB, PWD B&R PATIALA IN

CORPORATED IN CSR 1987 RE-PRINT

Sr. No. Description









20 Amendment to A&C Slip No. 5 vide Chief Engineer, Punjab, PWD B&R Branch,

Patiala vide Memo No. 1742-1771/SRC Dt. 27.09.95.





23 A&C Slip No. 18 & 19 issued vide Chief Engineer, Punjab, PWD B&R Branch,

Patiala vide Memo No. 71-228/SRC Dt. 20/24.02.98.








vide Memo No. 158-318/SRC Dt. 17.11.2003. (Relates to Punjab, PWD

Specifications)



Specifications)



Specifications)


vide Memo No. 1697-1758/CSR Dt. 10.12.2008.

(i)

(ii)

(iii)

(iv)

(v)

(vi)

Sr. No. Description Unit All inclusive

Wages1 2 3 4

1.1 Air-Conditioner/Refrigerator Mechanic Per Day 38.50

1.2 Bajri Spreader (Tarring Work) Per Day 19.00

1.3 Bandhani Per Day 19.00

1.4 Bar Bender Per Day 27.00

1.5 Barryman (Crowbar Man) Per Day 20.50

1.6 Bellow boy Per Day 15.00

1.7 Bhisti with Mushak Per Day 21.50

1.8 Bill Distributor Per Day 17.50

1.9 Blacksmith (Ist Class) Per Day 35.00

1.10 Blacksmith (2nd Class) Per Day 30.00

1.11 Blaster Per Day 21.50

1.12 Boat on hire (Capacity not less than 4 with boat man) Per Day 42.00

1.13 Breaker (Hole driller) Per Day 19.00

1.14 Brick Layer (Ist Class) Per Day 40.00

1.15 Brick Layer (2nd Class) Per Day 30.00

1.16 Bucketman (Tarring work) Per Day 19.00

The Chief Engineer of a branch, shall have full powers to authorise any increase in the labour

wages for departmental work for any length of time in any particular locality.

These rates are exclusive of contractor's profit and overheads and are exclusive of the wages for

weekly day of rest.

The labour rates taken in this chapter are as per prevailing market rates as on Ist January, 1985.

In the case of excavation of earth work departmentally by employing labour on Muster Rolls, the

out put by female mazdoor may be taken as 10% less than that by male mazdoor. The extra

expenditure on account of this may be charged to the work concerned.

CHAPTER NO. 1

DAILY WAGES

The wages given below have been adopted for analysing the rates of various items of works.

For employment of departmental labour on Muster Rolls, the rates given below may be considered

as maximum rates upto which an Executive Engineer can authorise employment of labour. If in a

certain locality, prevailing conditions, necessitate payment on higher rates of wages, the

Superintending Engineer shall increase the rates suitably upto maximum of 50% above these

rates. This increase in rates shall be for a specified period not exceeding 3 months after which the

rates shall be reviewed again and revised downwards if the conditions so warrant.

Page 1 CSR-1987 [Re-print]


Wages1 2 3 4

1.17 Bullocks Pair excluding Attendant Per Day 46.00

1.18 Bullocks Pair including Attendant Per Day 62.00

1.19 Camel excluding Camel man Per Day 19.50

1.20 Camel man Per Day 17.50

1.21 Cane man Per Day 21.50

1.22 Carpenter (Ist Class) Per Day 40.00

1.23 Carpenter (2nd Class) Per Day 30.00

1.24 Chik Maker Per Day 21.50

1.25 Chowkidar Per Day 16.00

1.26 Cleaner all types Per Day 17.50

1.27 Distemperer (Ist class) Per Day 26.75

1.28 Distemperer (2nd class) Per Day 21.50

1.29 Donkey local excluding Donkeyman Per Day 11.00

1.30 Donkeyman Per Day 16.00

1.31 Dresser for earth work Per Day 21.00

1.32 Dresser through contractor Per Day 22.00

1.33 Driller for blasting Per Day 21.00

1.34 Hole Driller Per Day 19.00

1.35 Driver Jeep/Tractor/Truck Per Day 26.75

1.36 Driver for pile work Per Day 26.75

1.37 Electrician Per Day 30.00

1.38 Electrical/Mechanical/Chargeman Per Day 35.00

1.39 Erector Per Day 19.00

1.40 Excavator (Hole Driller) Per Day 21.50

1.41 Fireman Per Day 15.50

1.42 Fitter, Mazdoor Per Day 17.50

1.43 Fitter and Turner (Ist Class) Per Day 26.75

1.44 Fitter and Turner (2nd Class) Per Day 21.50



Wages1 2 3 4

1.45 Fitter Pipe (Ist Class) Per Day 30.00

1.46 Fitter Pipe (2nd Class) Per Day 25.00

1.47 Floor Polisher Per Day 21.50

1.48 Frash Per Day 19.00

1.49 Greazer Per Day 17.50

1.50 Glazier (Glassman) Per Day 21.50

1.51 Grinder (for rubbing) Per Day 19.00

1.52 Guttiman Per Day 19.00

1.53 Hammer Man Per Day 19.00

1.54 Handle Man (Tarring work) Per Day 19.00

1.55 Head Mali Per Day 19.00

1.56 Head Survey Khalasi Per Day 19.00

1.57 Jumper man Per Day 19.00

1.58 Ledger Keeper Per Day 26.75

1.59 Lineman (Ist Class) Per Day 20.50

1.60 Lineman (2nd Class) Per Day 19.00

1.61 Mali Hedge Cutter Per Day 16.00

1.62 Mate, Earth work Per Day 19.00

1.63 Mason for plaster of paris work (Ist Class) Per Day 30.00

1.64 Mazdoor Boy (Not less than 14 years) Per Day 12.75

1.65 Mazdoor (Through Contractor) Per Day 16.75

1.66 Mazdoor (Skilled) Per Day 17.50

1.67 Mazdoor (Un-skilled) Per Day 16.00

1.68 Mazdoor (Woman) Per Day 16.00

1.69 Mechanic for Vehicles etc. Per Day 21.50

1.70 Mochi Per Day 19.00

1.71 Moulder Per Day 30.00

1.72 Mucker Per Day 17.50



Wages1 2 3 4

1.73 Mucker Jamadar Per Day 19.00

1.74 Oil Man Per Day 17.50

1.75 Operator, Concrete mixture Per Day 26.75

1.76 Operator, mixaul Per Day 26.75

1.77 Operator Pump Per Day 26.75

1.78 Operator, Quarry Per Day 19.00

1.79 Operator, Road Roller Per Day 26.75

1.80 Operator, Screen Per Day 29.50

1.81 Painter and Paper Hanger (Ist Class) Per Day 26.75

1.82 Painter and Paper Hanger (2nd Class) Per Day 21.50

1.83 Pipe Line Petrolman Per Day 17.50

1.84 Plasterer (Ist Class) Per Day 40.00

1.85 Plasterer (2nd Class) Per Day 30.00

1.86 Plumber (Ist Class) Per Day 35.00

1.87 Plumber (2nd Class) Per Day 35.00

1.88 Sewer helper/Sewerman Per Day 19.00

1.89 Spirit Polisher Per Day 26.75

1.90 Spray (for Tar, Bitumen, etc.) Per Day 19.00

1.91 Stone Chisler with Cutter (Ist Class) Per Day 26.75

1.92 Stone Cutter (Ist Class) Per Day 26.75

1.93 Stone Cutter (2nd Class) Per Day 21.50

1.94 Stone Mason (Ist Class) Per Day 40.00

1.95 Stone Mason (2nd Class) Per Day 30.00

1.96 Survey Khalasi Per Day 19.00

1.97 Sweeper Per Day 16.00

1.98 Tailor Per Day 21.50

1.99 Tarring Mate Per Day 19.00

1.100 Terrazo Finisher with Machine Per Day 46.00



Wages1 2 3 4

1.101 Terrazo finisher with hand Per Day 19.00

1.102 Thatcher Per Day 20.00

1.103 Up-Holsterer (Ist Class) Per Day 26.75

1.104 Up-Holsterer (2nd Class) Per Day 21.50

1.105 Welder Per Day 26.75

1.106 Well Sinker Per Day 38.50

1.107 White Washer or Colour Washman Per Day 21.50

1.108 Wireman (Ist Class) Per Day 20.50

1.109 Wireman (2nd Class) Per Day 19.00

1.110 Work Munshi Per Day 26.75


CHAPTER NO. 2

MONTHLY WAGES

Entire Chapter Deleted


(i)

(ii)

(a)

(b)

(iii)

(iv)

(v)

(vi)

(vii)

(viii)

(ix)

(x)

(xi)

Sr.

No.

Unit Chandi-

garh,

Panchkula,

Devinagar,

Surajpur

quarry

Pathankot

Mamoon

quary

Damtal

quarry

All

Dadri

quarry

Zirakpur

quarry

Bharatg

arh

quarry

1 3 4 5 6 7 8 9

3.1

(a)

(i) 75 mm nominal size. Cum 43 29 ---- ---- ---- ----

(ii) 63 mm nominal size. Cum 45 31 ---- ---- ---- ----

Deleted

Crushed Stone (one size) -

CHAPTER NO. 3

MATERIALS

All the rates in this chapter are for materials at the source except where specified otherwise.

Deleted

Notes :-

In the rates given below, royality has been included as follows :-

The rates for portland cement-vide item No.3.18 is for analysis and not for the purpose of issuing

cement to contractors. The issue rate for cement shall be fixed by Executive Engineer after taking

into account any extra Lead involved from Railway Station.

Stone or Kankar Rs. 3.00 per cum. or part thereof,

The rates are for the purpose of analysing the rates and not for obtaining supplies from market which

shall be obtained after calling tenders or quotations. In case of bricks and tiles, the tendered rates

shall not be more than controlled rates fixed by the Deputy Commissioners of the respective districts.

Bajri and other Materials Rs. 0.70 per cum. or part thereof,

Aggregates :-

The rates for items No. 3.14 include the cost of Land and Water. In cases where Land and Water is

given by Government free of cost, the rates shall be suitably reduced.

Description of Item

2

Two classes of paints have been provided viz. the ordinary quality paints and special quality paints.

The paints, which are available on the rate contract of the Controller of Stores, Punjab, come under

the category of ordinary quality. The special quality paints will be first quality paints manufactured by

reputed firms like Nerolac, Asian, Berger, J&N, ICI or equivalent, approved by the Engineer-in-

Charge. Normally, in this category, will be included special paints, which have been manufactured by

the firm of a long standing and repute, whose products have proved to be of special quality, by actual

use, on some works. Special quality paint shall be used only, when these are specially provided in

the technically sanctioned estimates.

The rates in this chapter are inclusive of all octroi charges, toll tax, sales tax & other local taxes.

Deleted

While making measurements for payment purposes, suitable deduction shall be made for voids to

accounts for loose stacking of aggregates/boulders as stipulated in the relevant specification.


Sr.

No.

Unit Chandi-

garh,

Panchkula,

Devinagar,

Surajpur

quarry

Pathankot

Mamoon

quary

Damtal

quarry

All

Dadri

quarry

Zirakpur

quarry

Bharatg

arh

quarry

(iii) 50 mm nominal size. Cum 54 39 ---- ---- ---- ----

(iv) 40 mm nominal size. Cum 58 43 ---- ---- ---- ----

(v) 25 mm nominal size. Cum 57 50 ---- ---- ---- ----

(vi) 20 mm nominal size. Cum 55 41 ---- ---- ---- ----

(vii) 12/12.50 mm nominal size. Cum 57 42 39 74 60 62

(viii) 10 mm nominal size. Cum 58 53 49 85 62 64

(b)

(i) 75 mm nominal size. Cum 40 31 ---- ---- 47 ----

(ii) 63 mm nominal size. Cum 42 29 ---- ---- 45 ----

(iii) 50 mm nominal size. Cum 46 36 ---- ---- 50 ----

(iv) 40 mm nominal size. Cum 50 41 ---- ---- 54 ----

(v) 25 mm nominal size. Cum 52 39 ---- ---- 56 ----

(vi) 20 mm nominal size. Cum 52 39 ---- ---- 56 ----

(vii) 12/12.50 mm nominal size. Cum 65 41 ---- ---- 59 ----

(viii) 10 mm nominal size. Cum 66 50 ---- ---- 69 ----

(c)

(i) 50mm–20mm size grade-III. Cum 51 39 37 28 51 ----

(ii) 63mm–40mm size grade-II. Cum 49 35 34 25 49 ----

(iii) 90mm–40mm grade-I. Cum 48 36 28 23 48 ----

(d)

(i) Coarse aggregate (40 mm). Cum 53 40 42 ---- ---- ----

(ii) Key aggregate (12.5 mm). Cum 57 42 39 74 60 62

(e)

(i) Type-A (6mm). Cum 61 56 52 88 65 67

Crushed aggregate (For mix seal

surfacing).

Water borne stone aggregate (one

size) -

Materials for buildings and Road

works.

Description of Item

Crushed stone aggregate (For built

up Spray Grout)

Crushed stone aggregate (For water-

bound Macadam) -


(ii) Type-B (10mm). Cum 58 53 49 85 62 64

Sr.

No.

Unit Chandi-

garh,

Panchkula,

Devinagar,

Surajpur

quarry

Pathankot

Mamoon

quary

Damtal

quarry

All

Dadri

quarry

Zirakpur

quarry

Bharatg

arh

quarry

1 3 4 5 6 7 8 9

(f)

(i) 50 mm thick Grade-A (25 mm). Cum 57 49 46 ---- ---- ----

Grade-B (20 mm). Cum 55 47 44 ---- ---- ----

(ii) 75 mm thick Grade-A (40 mm). Cum 53 46 42 ---- ---- ----

Grade-B (25 mm). Cum 57 49 46 ---- ---- ----

Sr.

No.

Unit Rate

1 3 4

(g) (I) Stone ballast from quarried

stone-

(i) Size 40 mm gauge. Cum 44.00 ---- ---- ---- ---- ----

(ii) Size 25 mm gauge. Cum 50.00 ---- ---- ---- ---- ----

(iii) Size 20 mm gauge. Cum 55.00 ---- ---- ---- ---- ----

(II) Stone ballast from boulder

stone-




(h)

Cum 11.00 ---- ---- ---- ---- ----

(i)




(j)

Cum 4.00 ---- ---- ---- ---- ----

(k)

Cum 4.00 ---- ---- ---- ---- ----

(l)

Cum 3.00 ---- ---- ---- ---- ----

Screening , Stone ballast, shingle or

kankar (Labour only).

Crushed stone aggregate (For

bituminous Macadam) -

Stone ballast or Bajri washing (Labour

only).

Extra for quarring or excavation more

than 15 cm. deep for (b).

Stones breaking into spalls, size 75

mm.

Stones breaking into ballast

(excluding screening and washing)-

Description of Item

2

Description of Item

2


Sr.

No.

3.2 (i)

(ii)

(iii)

(iv)

(v)

3.3

3.4

(i)

(a)

(b)

(c)

(ii)

(a)

(b)

(c)

(d)

(iii)

(a)

(b)

(iv)

(v)

(vi)

(vii)

(viii)

(ix)

(x)

(xi)

RateDescription of Item Unit

Rain water pipe 100mm dia.

Eaves filler piece.

Plain bend 100mm dia.

Swan neck 100mm dia.

Each 26.00

Each

Each

28.00

18.00

18.00

Each

Each

Ridges 1.10 metre Long.

Valley gutters 45 cm x 12.5 cm x 15 cm in 2 metre Length. Each

Pair

84.00

47.00

Semi Corrugated sheets 6mm thick.

Semi Corrugated sheets 7mm thick.

Plain sheets -

56.00

65.00

53.00

Sqm 5 mm thick. 46.00

54.00

57.00

6 mm thick.

Corrugated sheets -

Corrugated sheets 6mm thick.

Corrugated sheets 7mm thick.

Sqm

Sqm

Sqm

Sqm

60.00

Ash.

Sqm

Asbestos cement products except pipes at site of work.

Plain ceiling boards -

4 mm thick. 37.00

44.00

41.00

KgAluminium strip 25mm.

Aluminium plain strip edging 57mm x 12mm x 3mm. Kg

Aluminium plain strip edging 38mm x 12mm x

3mm.

17.00

Hexagonal rain water head 33cm x 24cm.

Shoe 100mm dia.

Aluminium strip 40mm wide 2mm thick. Kg

Metre 26.00

Sqm

Sqm Plain sheets 4mm thick. 38.00

Plain sheets 6mm thick. Sqm

40.00

Kg 43.00

Cum 12.00

KgAluminium strip 10mm.

40.00


Sr.

No.

1

(xii)

(xiii)

(xiv)

3.5

(I)

(a)

(b)

(c)

(II)

(a)

(b)

(c)

3.6

(i)

(ii)

3.7

3.8

3.9

(a)

(i)

(ii)

(b)

(i)

(c)

(i)

(ii)

(iii)

3210.00

Sqm

Sqm

Bitumen felt, Fibre base, self finished type-2 grade-I.

Bitumen felt, Hession base, self finished type-3

grade-I.

Score

Kg

80-100 grade.

Blown bitumen -

114.00

Bamboo :-

25mm dia, 2.5m long.

25mm dia, 3m long.

Bees Wax.

Bhusa.

Score

Deodar -

100 mm dia. 13.00

44.00

125 mm dia.

150 mm dia.

Sal/Kail Ballies -

28.00Metre

103.00

100 mm dia.

Metre

Metre

Metre 26.00125 mm dia.

18.00

21.00

18.00

North light adjustable ridge 1.22m long.

North light ventilator curves.

64.00

90.00

Ballies :-

Pair

Each

Each 306.00Roof light 1.83 metre long.

Description of Item

2 3 4

Unit Rate

21.00

22.00

Straight run bitumen -

30-40 penetration. Tonne 3080.00

R 85/25 Grade.

Tonne

Tonne 3210.00

Bitumen and bitumen products :-

Metre

Quintal

Bitumen felt, Hession base, self finished upto 3,

grade-II. Sqm 32.00

Metre

16.00

150 mm dia.

Felts -


Sr.

No.

3.10

(a)

(i)

(ii)

(b)

(i)

(ii)

(iii)

(iv)

(c)

(i)

(ii)

(iii)

3.11

(i)

(a)

(b)

(c)

(ii)

(a)

(b)

(c)

(iii)

(a)

(b)

(c)

73.00

101.00

9mm. 56.00

20.00Sqm

Description of Item Unit

Sqm

Standard quality hard board sheets.

3mm thick.

Boards :-

12mm.

19mm.

Rate

31.004.5mm thick. Sqm

12mm. Sqm

Sqm

Insulation Board Natural colour.

Sqm

Sqm

18mm.

25mm.

Particle Boards

Sqm

Sqm 146.00

23.00

Boulders including digging & collections including royality

Malkana etc.

84.00

101.00

162.0025mm.

Boulders

Lohand Khud.

Cum

Cum

Cum

22.00

26.50

39.00

40.50

39.00

Cum

Cum

Cum

Cum

Lohand Khud.

Stone boulders 20 Kg. & above upto 40 Kg.

CumSurajpur Quarry. 46.00

Cum

Stone boulders upto 20 Kg.

Surajpur Quarry.

Madhopur Quarry.

Madhopur Quarry.

Surajpur Quarry.

Madhopur Quarry.

Stone boulders above 40 Kg.

26.50

CumLohand Khud.

47.50

46.00


Sr.

No.

3.12

(a)

(i)

(ii)

(iii)

(b)

3.13

(i)

(ii)

(iii)

(iv)

3.14

(a)

(i)

(ii)

(iii)

(b)

(i)

(ii)

(iii)

(c)

(d)

(i)

Per cm. Width

4.00

3.00

40mm.

Description of Item Unit Rate

Each

11.00

16.00

Cum

Cum

Breaking ballast from brick bats (including stacking)

25mm.

20mm.

Extra for breaking from Jhama bricks.

Cum

Cum

Katool Brushes (size 250mm x 63mm) of 75mm

Coir raised and fixed in wooden case complete in all

respects).

Painting brushes (Superior Quality).

Hard wire brushes (14 gauge) size 200mm x 63mm

x 40mm wires raised & fixed in wooden case

complete in all respects.

24.00

3.00

Each 4.00

Brushes :--

Bricks:-

4.00

Soft brushes (size 225mm x 63mm) with 63mm

raised hair fixed in wooden case complete in all

respects. Each

Bricks 22.86cm x 11.11cm x 6.83cm actual hand moulded

at kiln site.

418.001000 Nos.First class.

1000 Nos. 616.00

Tiles 30.48cm x 15.24cm x 5.08cm actual for

roofing/flooring and canal lining Hand moulded at kiln site

First Class

370.00

1000 Nos.Bricks (Sundried) at kiln site. 99.00

1000 Nos.

1000 Nos.

1000 Nos.

Bricks Modular (19cm x 9cm x 9cm) actual hand moulded

at kiln site

First class. ----

Second class.

Third class.

----

Second class.

Third class.

----

1000 Nos.

273.001000 Nos.


(e)

Sr.

No.

(i)

(f)

(i)

(g)

3.15

3.16

(i)

(ii)

(iii)

(iv)

(v)

3.17

3.18

(a)

(b)

3.19

3.20

Sr.

No.

Unit

3.21

(a)

(i) 125mm x 75mm x 4mm. Ten

Nos.

(ii) 100mm x 75mm x 4mm. Ten

Nos.

(iii) 75mm x 40mm x 3.2mm. Ten

Nos.

(b)

34.00

Butt Hinges

11.00

38.00

87.00

Mild steel fitting

44.00

White cement including bag at P.W.D. Godown. Per bag of 50 Kg.

46.00

Description

203.00Carborandum stone 100mm x 50mm x 50mm.

Cast iron rain water pipe & fitting at site of work :-

Ten Nos.

H.C.I. soil pipe 100mm dia ISI mark.

Celotax sheeting at site of work (½ inch) 12mm thick.

Cement

C.I. Rain water pipe (Non pressure) 100mm dia. Metre

Each

Handles

Cum

M.T.

Metre

28.00

Per bag of 50 Kg.

C.I. shoe 100mm dia.

Brick bats from well burnt or burnt bricks.

52.00

62.00

Portland Pozzolanna cement including bag at

P.W.D. godown.

Modular brick tiles 19cm x 9cm x 4cm actual for roofing,

flooring, tile masonary and canal lining at kiln site

1000 Nos. 588.00

Cum 41.00

First Class

First Class 579.001000 Nos.

Cinder 12.5mm nominal size screened at site (I.S. 2686-

1977).

1232.00Steam coal.

Chromium

plated fitting

Anodized aluminium

Matt finish

39.00

25.00

10.00

17.00

10.00

25.00

Rate

Tiles 22.86cm x 11.43cm x 3.81cm actual for roofing,

flooring, tile masonary and canal lining at kiln site

Each

60.00

Metre

H.C.I. rain water pressure 100mm dia.

C.I. head 100mm dia.


348.00

30.00

Sqm


(i) 125mm with plate

175mmx32mm.

Ten

Nos.

Sr.

No.

Unit

(ii) 100mm with plate

150mmx32mm.

Ten

Nos.

(iii) 75mm with plate

125mmx32mm.

Ten

Nos.

(c)

(i) 150mm. Ten

Nos.

(ii) 115mm. Ten

Nos.

(iii) 90mm. Ten

Nos.

(d)

Each

(e)

(i) 300mmx16mm. Each

(ii) 250mmx16mm. Each

(f)

(i) 250mmx10mm. Each

(ii) 280mmx10mm. Each

(iii) 150mmx10mm. Each

(iv) 100mmx10mm. Each

(g)

3.22

(A)

(i)

(ii)

(iii)

(iv)

Sqm

Sqm

30mm thick.

25mm thick. 353.00

10.00

6.00

8.00

7.00

3.00

9.00

8.00

2.00

14.00

11.00

10.00

----

28.00

22.00

22.009.00

21.00

19.00

18.00

72.00

52.00

67.00

58.00

48.00

90.00112.0052.00

409.00

46.00Commercial ply wood 4mm thick 3 ply at site of work.

Flush Door

Block Board Construction.

Teak wood Ply on Both faces

40mm thick.

35mm thick.

Tower Bolts (Barrel type)

25.00

Rate

58.00

48.00

45.00 56.00

78.00

67.00

31.00

111.00

Sqm

Description Anodized aluminium

Matt finish

Chromium

plated fitting

Mild steel fitting

Hasps & staples (Safty type)

Kicking plate 50cm long 100mm x

3.15mm.

Sliding door bolts -

6.00

4.00

12.00

392.00

367.00Sqm

Sqm

Unit


(B)

(i)

Sr.

No.

(ii)

(iii)

(iv)

(C)

(i)

(ii)

(iii)

(iv)

3.23

3.24

3.25

3.26

3.27

3.28

(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

3.29

(a)

(i)

(ii)

(iii)

(b)

50mm wide 4mm thick.




3mm thick (8.44 Kg./sqm.)

3.00

Glass strips

4mm thick 40mm deep.

6mm thick 40mm deep.


2.00

2.00

Sqm 190.00

Tonne 12500.00

70.00

Qtl.

Commercial Ply on one face & Teak Surface on other surface

40mm thick.

35mm thick.

30mm thick.

30mm thick.

Rate

224.00

Unit

Commercial Ply on Both faces

40mm thick.

Each

Sqm

52.00

129.00

35mm thick.


Frosted

Sqm 77.00

Sqm 40.00

Glass panes at site of work

Plain

2mm thick (5.18 Kg. per sqm.)

Metre

Metre

Metre

1.75

1.63

1.40

Metre

Metre

Metre

682.00

4.00

Galvanised, iron sheet (0.80mm) plain or corrugated at site of work.

Sqm

Sqm

Galvanised iron wire at site of work 4mm.

Glass Block (20x20x10cm).

Glass Sheet (wired) 6mm thick.

25mm thick.

Fuel wood.

230.00

207.00

Sqm

Sqm

Sqm

250.00

241.00

213.00Sqm

Sqm 252.00

25mm thick.

Metre

58.00

Description of Item

Sqm

Qtl.


(i)

(ii)

Sr.

No.

(iii)

(c)

3.30

3.31

3.32

3.33

3.34

(i)

(ii)

(iii)

3.35

3.36

3.37

(i)

(a)

(b)

(ii)

(iii)

(iv)

3.38

3.39

(i)

(ii)

(iii)

(iv)

(v)

Burnol 100 gms.

Compressor oil

Crude oil

Distilled water

Grease loose

Per Ltr. 9.00

Per Kg. 17.00

Per Bottle 4.00

Linoleum plain coloured at site of work 3.20mm thick.

Lubricants

Per tube 8.00

Per Ltr. 16.00

Qtl. 90.00Ground hydrated lime in bags at F.O.R destination.

123.00

F.O.R. destination station in wagon load.Qtl. 112.00

Kg. 14.00

6.00

1493.00Quintal

Hession cloth at site of work 1 metre width & weighing 400 gms per

meter.

Hirmachi.

40mm thick.

25mm thick.

Sqm

Sqm 32.00

27.00

50mm thick.

2.00

36.00

Per Kg.

Jali (Cement concrete)

Ironite.


Plate glass 5.50mm thick (Indian).

Metre

Sqm

Sqm 115.00

Glue.

Sqm 99.00

Qtl. 106.00

Qtl. 112.00

Sqm 62.00

Pre stacked lime (I.S. 1514).

Qtl.

Lime

White lime unslaked (stone or non hydraulic).

Delivered at site of work for small requirements up to 4 Qtl.

Sqm

Kankar including digging breaking & cleaning duly stacked at quarry

including royality. Cum

500.00Qtl.Khas (un washed).

25.00

54.00

2mm thick (5.18 Kg. per sqm.)


Sqm 58.00

Commercial dry lime (I.S. – 1514).

Unit RateDescription of Item


(vi)

(vii)

Sr.

No.

(viii)

(ix)

(x)

(xi)

(xii)

(xiii)

(xiv)

(xv)

(xvi)

(xvii)

(xviii)

(xix)

(xx)

(xxi)

(xxii)

(xxiii)

3.40

(a)

(b)

(c)

3.41

3.42

(i)

(a)

(b)

(c)

(ii)

30mm thick.

40mm thick.

Bhanslana Black Marble

Sqm 690.00

Sqm 688.0025mm thick.

Marble slabs plain

Baroda green.

Marble piece for crazy floor 25mm to 32mm.

Qtl. 70.00

Qtl. 160.00

Mobile oil (¼ litre packing)

Petrol

Per tin 5.00

Per Ltr. 6.00

Per Kg. 8.00

Qtl. 69.00

Waste cotton

Marble chips 4.75 & down gauge -

Per Ltr. 15.00

Per tin 74.00

Mobile oil (Loose)

Mobile oil (5 litre packing)

Hydro brake fluid (½ litre packing)

Hydro brake fluid (¼ litre packing)

Kerosene oil (Superior)

Light diesel oil

18.00

Grease (2 Kg. packing) Per tin 35.00

Grease (1 Kg. packing)

Grease (½ Kg. packing)

Per tin 20.00


Per tin 11.00

Baroda Green Marble

Sqm 703.00

Qtl. 69.00

White & black.

Choclate grey or yellow.

per Kg. 19.00

Per cake 2.00

Sarson oil

Soap

15.00

Per tin 8.00

Mobile oil (1 litre packing)

Mobile oil (½ litre packing)

Per tin

Per tin 10.00

Per Ltr. 2.00

Per Ltr. 3.00

Per Ltr. 3.00

Per tin 38.00Hydro brake fluid (1 litre packing)

High speed diesel

Per tin


(a)

(b)

(c)

Sr.

No.

(iii)

(a)

(b)

(c)

(iv)

(a)

(b)

(c)

(v)

(a)

(b)

(c)

(vi)

(a)

(b)

(c)

3.43

3.44 (i)

(ii)

3.45

(i)

(ii)

3.46

3.47

(i)

Metre 19.00

Each 20.00

Cramp

Cramp gun metal 25mm x 6mm x 300mm.

Metre 26.00

Munjban at site of work.

Muslin cloth for lining (1.5M wide).

Sqm 671.00

40mm thick.

Kg. 10.00

Sqm 611.00

25mm thick.

30mm thick.

40mm thick.

Jaselmer Yellow Marble

40mm thick.

Chittor Black Marble

Sqm 599.00

RateDescription of Item Unit

Sqm

40mm thick.

448.00

Sqm 728.00

Sqm 582.00

Sqm 579.00

Sqm 616.00

25mm thick.

Sqm 581.00

25mm thick.

30mm thick.

417.00

Metre 1.00Cotton.

Niwar

Each 15.00Cramp gun metal 15mm x 6mm x 165mm.

Each 2.00Copper pins 6mm dia 7.5 cm. long.

Sqm 565.00

25mm thick.

25mm thick.

30mm thick.

Pink Makrana Marble

Sqm 531.00

40mm thick.

White Makrana Slabs

Sqm 650.0030mm thick.

30mm thick.

Sqm 638.00

Sqm 527.00

Sqm

Muslin cloth for chicks (1.5M wide).


(ii)

3.48

Sr.

No.

(a)

(i)

(ii)

(iii)

(iv)

(b)

(i)

(ii)

(iii)

(c)

(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

(viii)

(ix)

Spl. Ord.

(x) 39.00 26.00

(xi) - 10.00

Ready mixed exterior paint for metalic surface (in all shades).

Creosote.

Ready mixed exterior paint for plastered or concrete surface

(in all shades).

Litre

Litre

Litre 46.00

68.00

29.00

Unit

Anti corrosive odourless black bitumastic paint.

Litre 74.00

Methylated spirit, without container.

Litre

5.00

Litre 25.00

LitreTurpentine oil.

Paints

Anti corrosive bitumastic paint (Spl.).

Ready mixed emulsion paint for plastered or concrete surface

(in all shades).

Litre

Litre 15.00

Litre 26.00

Anti corrosive bitumastic paint (Ord.).

Litre

Litre 42.00Aluminium paints (Spl.).

Enamel for flooring all shades.

Litre 23.00

Aluminium paints (Ord.).

Linseed oil Raw

Linseed oil (Double boiled).

15.00

RateUnitDescription of Item

22.00

Litre 18.00

Qtl.

Litre 18.00

Litre 16.00

Type wood preservative other than solignum.

Paint remover (Thinner).

Exterior cement based decorative paint such as snow-cem,

Robbia-cem at site of work.

Oil

Litre 24.00

1470.00

Distempers of approved manufacture at site of work

Kg. 12.00

Kg.

Dry distempers (Non washable) in all shades.

Metre 2.00

Distempers

Nylon.

Paints, distempers, oil and primer etc.

Oil bound washable distempers in all shades.

Distemper primer.


(xii) - 16.00

(xiii)39.00 26.00

Sr.

No. Spl. Ord.

(xiv)

(a) 55.00 38.00

(b) 46.00 -

(xv)

(a) 55.00 38.00

(b) 45.00 32.00

(xvi)

(a) 38.00 27.00

(xvii) 42.00 30.00

(xviii)

39.00 26.00

(xix) 30.00 18.00

(xx) - 21.50

(d)

(i) 18.00 -

(ii)

17.00 -

(iii) 19.00 -

(e)

(i) 30.00 21.00

(ii) 31.00 22.00

(iii) 29.00 20.00

(iv) 27.00 19.00

(f)

(i) 23.00 -

(ii) 71.00 -

Black synthetic enamel paint

Road marking paint (Spirit based black)

Litre

Kg.

Roofing red grey or green ready mixed paint for corrugated

sheets.

For concrete surface.

Roofing white ready mixed paint for corrugated sheets.

Litre

Litre

Litre

Litre

Litre

For asphalt surface.

Red lead genuine dry.

For concrete surface.

Road marking paint (Spirit based yellow)

For asphalt surface.

Description of Item

Unit

Solignum.

Ready mixed paint for wood work or wooden surface in all

shades.

Road marking paint white

Litre

Litre

Primers

Aluminium wood primer.

KgBlack red chocolate colours and dark shades.

Pigment

Litre

LitreFor concrete surface.

Litre

Litre

Cement primer.

Pink primer for wood.

Primer for metal.

LitreFrench spirit polish.

Kg

Kg

Litre

Red chocolate orange buff or yellow paint (Red oxide of iron)

Light shades.

Green or blue (Indian) medium shade.

Litre

Polish

LitreMansion polish (Ready made).


(iii) 72.00 -

(g)

(i) 52.00 -

(ii) 13.00 -

Sr.

No.Spl. Ord.

(iii) 34.00 17.00

(iv) 33.00 -

(v) 14.00 -

(h)

(i)

(ii)

(iii)

(iv)

(v)

(vi)

3.49

(i)

(ii)

(iii)

(iv)

(v)

(vi)

3.50

(a)

(b)

(c)

(i)

Cum 9.00

Cum

Clean & screened sand including removal of over-burden of soil to

expose the sand quarry up to the depth of 30 cm, if necessary within

30 metres excluding washing but including royality.

Rolling shutter made of 80mm x 1.25mm machine rolled laths.

Top cover for rolling shutter. 70.00Metre

Sqm

11.00

20.00

179.00

Miscellaneous

Superior spare varnish.

Varnish interior or exterior.

Litre


Acid resisting varnish.

Kg.

Litre

Varnish

Wax polish (Ready made).

Ordinary varnish.

Superior copal varnish.

Kg.

Tonne

Litre

Sqm

Rolling Shutter & its parts

Unit

Litre

Litre

Litre

Rate

118.00Each

56.00

Each 71.0027.5 cm. long wire spring, grade No.2 for rolling shutter.

kg.

Kg.

Kg.

Putty for wooden filler.

Putty for steel work.

Plaster of paris.

Caustic soda.

Coal tar.

Creosote oil.

10.00

-

10.00

56.00

8.00

Sand

Sqm

Exceeding 11.20 up to 16.80 sqm area of door Extra for

mechanical devices chain and cranked operation for operating

rolling shutters.

Cum 10.00

Clean and screened sand within 30 metres excluding washing but

including royality where removal of over-burden of Soil above 30 cm

depth is necessary.

Clean, sharp and coarse sand from the following quarries (including

royality etc.) :-

4.00

Ghaggar or Chandimandir.

Ball bearing for rolling shutters.

Exceeding 16.80 sqm area of door.


(ii)

(iii)

(iv)

Sr.

No.

3.51

3.52

3.53

3.54

3.55

3.56

(a)

(b)

(c)

(d)

(e)

(f)

(g)

3.57

(a)

(b)

3.58

(a)

(i)

(ii)

(b)

(i)

31.00

Ten Nos. 20.00100mm x 100mm.

150mm x 150mm.

502.00

Joists

Plates

Qtl. 483.00 Square bars

Miscellaneous

Bars round different sizes

Channels

Flats


Spun Yarn.

White glazed tiles

Qtl. 497.00

6.00

Dozen 9.00

Kg. 12.00

Cum 15.00

Cum 15.00

Cum 25.00

Qtl. 45.00

Kg. 10.00

Sarkanda.

Sealing compound.

Steel

509.00

Qtl. 494.00

Mild steel tested at P.W.D. Godown -

Qtl. 491.00

Qtl.

Surkhi

Qtl.

Qtl. 505.00

Angles

Cum 119.00

Surkhi prepared from well burnt bricks, ground and Screened

at source.

Glazed colour tiles

106.00

Pozzolana Surkhi manufactured from clay in 50 Kg. bags (IS

1344-1968).

Tiles at site of work

150mm x 150mm.

Cum

Ten Nos.

Ten Nos. 30.00

Sand paper.

Badarpur near Delhi (Washed).

Jamna.

CumSand, washing.

Pathankot.


(ii)

3.59

(a)

(i)

Sr.

No.

(b)

(i)

(ii)

(c)

(i)

(ii)

(d)

(i)

(ii)

(e)

(i)

(ii)

3.60

3.61

3.62

3.63

3.64

3.65

3.66

3.67

3.68

3.69

3.70

Blow Lamp (Hire charges). Per day 3.00

Bhusa Old. Qtl. 45.00

Cum 3860.00

36.00

Cum

Cum 4421.00

Cum 4480.00

In sleepers.

In planks.

Cheel

Timber at site of work

Sqm

Expanded metal 20mm x 60mm strands 3mm wide and 1.6mm

thick.

Deodar Wood


Ten Nos. 19.00100mm x 100mm.

Cum 5932.00

Cum 3164.00

Rate

In sleepers .

5932.00

7987.00

Kail Wood

Sal Wood

Teak Wood

In sleepers .

In planks.

Cum 3800.00

In scantling.

In planks.

In planks.

In scantling. Cum

Sqm 30.00Wire Gauge 22 gauge 12x12 mesh of (140 G g auge) at site of work .

Cum 8099.00

1000 Nos. 10000.00

50 kg. 25.00

Sawing charges of wood.

Fire Bricks size 22.86cm x 11.11 cm x 6.83 cm.

Fire cement of fire clay.

Fuel Wood.

White lead.

Chalk Mitti.

Cum

Kg.

Qtl. 200.00

106.00

16.00

Ladder (Hire charges).

Qtl. 70.00

Per day 3.00


(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

Sr.

No.

Unit Rate for

loading into

wagons,

Trucks or

boats within

15 metres

lead.

Rate for unloading

from wagons non-

tipping trucks or

boats including

clearing 1.5 metres

away from the Rail

or 6 metres away

from the water

edge and excluding

stacking unless

otherwise stated.

1 3 4 5

4.1

Cum. 3.00 1.75

4.2 Tonne 5.20 3.50

4.3 1000 Nos 7.00 7.00

4.4

(i) 30.48 cm x 15.24 cm x 5.08 cm 1000 Nos 8.50 8.50

CHAPTER NO. 4

LOADING AND UNLOADING

Description

Notes :-

The rates of loading, unloading and stacking shall also include the loading, unloading and stacking of

containers in which the materials are contained. For instance, if 100 tonnes of bitumen are loaded or

unloaded in 160/200 litres drums, the net weight of bitumen will be 100 tonnes and weight of the

drum will be over and above this weight. Nothing extra will be paid for the weight of the bitumen

drums which are supposed to be carried in addition to the bitumen with in the same rate.

The rates for unloading materials like sand, stone, ballast etc. from tipping wagons shall be reduced

by 50 per cent. There shall, however, be no reduction in rates for loading.

Bricks and tiles shall be properly stacked in vehicles and not dumped. While unloading these shall be

directly placed into stacks and not dumped on the ground and then stacked.

Stone (building or pitching) Sand, Fly Ash, Bajri, Shingle,

Spalls, Brick bats, Brick ballast and Stone metal.

Coal

Where the lead for loading and unloading is more than the lead specified in the following rates, this

should be paid at carriage rates (Chapter No. 5) for second and third chains of 30 metres length as

the case may be.

The following rates do not provide for any special arrangements such as provision of mechanical

equipment for loading purposes. The unloading of heavy machinery or consignments requiring crane

work or special arrangements, will be done departmentally or paid for on the merit of each case.

The rates for unloading metre gauge wagons will be 2/3rd the rates for broad gauge wagons where

the unit for measurements is specified as wagon.

While making measurements for loading, unloading or stacking suitable deductions shall be made to

account for voids in the loose stacking according to the factors mentioned in the relevent

specifications of materials as given in chapter No. 3 of the P.W.D specifications.

2

Bricks 22.86 cm. size (including stacking)

Tiles including stacking :-


Sr.

No.

Unit Rate for

loading into

wagons,

Trucks or

boats within

15 metres

lead.

Rate for unloading

from wagons non-

tipping trucks or

boats including

clearing 1.5 metres

away from the Rail

or 6 metres away

from the water

edge and excluding

stacking unless

otherwise stated.

1 3 4 5

Description

2

(ii) 22.86 cm x 11.43 cm x 3.81 cm 1000 Nos 5.00 5.00

4.5 (a) Cement bags full including stacking upto 10 bags

height in jute bags. 100 Nos 30.00 30.00

(b) Cement bags full including stacking upto 10 bags

height in paper bags . 100 Nos 33.00 33.00

4.6 100 Nos 1.75 1.50

4.7

Tonne 6.00 5.50

4.8 Tonne 5.25 4.50

4.9

Tonne 10.00 8.00

4.10 (a) 200 Litres barrel full including stacking. Each 1.25 1.00

(b) Bitumen drums full including stacking . Each 1.00 0.75

4.11 Quintal 1.00 1.00

4.12 100 Nos 20.00 17.00

4.13

(a)

Tonne 30.00 30.00

(b) (i) Heavy above one tonne if crane or any other suitable

device is arranged by the Deptt. Tonne 8.00 8.00

(ii) Medium 0.50 Tonne to one Tonne. Tonne 15.00 15.00

(iii) Light under 0.50 Tonne Tonne 10.00 10.00

4.14 Tonne 10.00 10.00

4.15

Small packages of store upto one quintal including stacking.

Timber sleepers (Standard sizes and by manual Labour)

Packages containing material :-

Rails with fastenings

Ballies :-

Empty Cement bags including stacking.

White (or non-hydraulic) lime or kankar ( or Hydraulic) lime

in bags including stacking.

White lime or kankar lime in bulk.

M.S. Bars, structural steel G.I. pipes and specials, C.I.

manhole covers, steps and other castings and other

ancillary items like lead, hemp-yarn etc. including stacking.

Heavy above one tonne if crane or any other suitable device

is arranged by the contractor.


Sr.

No.

Unit Rate for

loading into

wagons,

Trucks or

boats within

15 metres

lead.

Rate for unloading

from wagons non-

tipping trucks or

boats including

clearing 1.5 metres

away from the Rail

or 6 metres away

from the water

edge and excluding

stacking unless

otherwise stated.

1 3 4 5

Description

2

(i) Less than 20 cm girth at centre, 4 metres to 6 metres

long. 100 Nos 11.00 10.00

(ii) 20-35 cm girth at ce ntre, 6 to 9m long. 100 Nos 15.00 12.00

(iii) 35-50 cm girth at centre, 6 to 10.5 m long. 100 Nos 20.00 15.00

4.16

(i) In Trucks Truck

Load 12.00 12.00

(ii) In wagons (broad gauge) Wagon

Load 32.00 32.00

(iii) In bogies (broad gauge) 8 Wheeled

Bogie load 64.00 64.00

4.17

Cum. 5.00 5.00

4.18 100 Nos 7.00 7.00

4.19

100 Nos 14.00 14.00

4.20

(i) Upto 300mm i/dTonne 10.00 7.75

(ii) Exceeding 300 mm but upto 450 mm i/dTonne 20.00 15.50

(iii) Exceeding 450 mm but upto 600 mm i/dTonne 30.00 23.25

4.21Tonne 10.00 7.75

4.22Tonne 10.00 7.75

4.23Tonne 10.00 7.75

4.24Tonne 10.00 7.75

Shutterings :-

Asbestos cement pipes.

Stone ware pipes.

Stone sets into or from wagons, trucks or boats including

stacking within one chain of the unloading point.

Petrol 10 litre tins including checking and weighing.

Kerosene oil or petrol 20 litre tins including checking and

weighing.

Cast iron/RCC Pipes :-

PVC pipes

H.D.P.E, pipes.


Sr.

No.

Unit Rate for

loading into

wagons,

Trucks or

boats within

15 metres

lead.

Rate for unloading

from wagons non-

tipping trucks or

boats including

clearing 1.5 metres

away from the Rail

or 6 metres away

from the water

edge and excluding

stacking unless

otherwise stated.

1 3 4 5

Description

2

4.25

Cum. 2.00

4.26Cum. 2.00

4.27 Tonne 1.50

4.28 Cum. 1.50

4.29 1000 Nos 5.00

4.30

(i) 30.48 cm x 15.24 cm x 5.08 cm 1000 Nos 6.50

(ii) 22.86 cm x 11.43 cm x 3.81 cm 1000 Nos 4.00

4.31 100 Nos 12.00

4.32 (a) Empty cement bags stacking. 100 Nos 0.25

(b) Empty cement bags bundling. 100 Nos 1.00

4.33

Tonne 3.00

4.34

Tonne 5.00

4.35 (a) 200 litres barrel full. Each 0.40

(b) Bitumen drums full . Each 0.25

4.36 Quintal 0.25

4.37

(i) Upto 300mm i/d Tonne 3.25

(ii) Exceeding 300 mm but upto 450 mm i/d Tonne 6.50

Cement bags full.

Stacking within 15 metres of the unloading points into stacks of specified sizes.

Pitching stones, spalls brick bats building stone ballast,

stone metal, sand bajri and shingle.

M.S Bars, structural steel G.I. pipes and specials, C.I

Manhole covers, steps other castings and other ancillary

items like lead, hemp-yarn etc.

Small packages of store upto one quintal .

Cast iron/RCC Pipes :-

Tiles

Coal

White lime or Kankar lime in bulk.

White (or non-hydraulic) lime or kankar ( or Hydraulic) lime

in bags.

Timber

Bricks 22.86 cm. size


Sr.

No.

Unit Rate for

loading into

wagons,

Trucks or

boats within

15 metres

lead.

Rate for unloading

from wagons non-

tipping trucks or

boats including

clearing 1.5 metres

away from the Rail

or 6 metres away

from the water

edge and excluding

stacking unless

otherwise stated.

1 3 4 5

Description

2

(iii) Exceeding 450 mm but upto 600 mm i/d Tonne 8.50

4.38 Tonne 3.25

4.39 Tonne 3.25

4.40 Tonne 3.25

Asbestos cement pipes.

Stone ware pipes.

P.V.C/H.D.P.E. Pipes.

Note :- The rates of item No. 4.29 to 4.40 are not payable over and above the rates of item No. 4.3,

4.7, 4.9 to 4.11 and 4.20 to 4.24.


(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

(viii)

(ix)

(x)

(xi)

(xii)

Sr.

No.

Unit

1 3

5.1 (i)

Cum. 3.00

Cum. 0.65

Cum. 0.35

For carriage of materials on river choe beds, 23 percent extra over the basic rates of kilometres

concerned, should be paid for actual river or choe bed-length involved.

For carriage of materials on unmetalled roads, 20 percent extra on the basic rates of kilometres

concerned excepting those for item No. 5.3 to 5.5 should be paid.

While making measurements of materials for the purposes of payment for carriage, suitable

deduction shall be made to account for voids in loose stacking. The factor will be different with

different materials and may be ascertained from the relevant specifications of that material, as given

in chapter No. 5 of PWD specifications.

Rates for plains as

well as sub-

mountainous

region.

The Superintending Engineer concerned may sanction the approved rates of Truck operators Unions

in specific and emergent cases, in case he feels that the existing schedule rates are not workable.

Description

Carriage work if done by boats shall be paid at the same rate as given in this chapter for carriage by

road.

CHAPTER NO. 5

CARRIAGE

Notes :-

Unless otherwise stated, the carriage rates do not include loading unloading and stacking for

purposes of measurements.

Carriage rates of all materials carried in the containers include the carriage of containers in which the

materials are carried. Only the net weight of material carried, is payable excluding the weight of

container.

The rates for carriage of materials manually upto 0.48 K.M. and by mechanical means for every K.M.

lead, have been given. In case actual lead exceeds one K.M. and falls into next, full rate of the next

K.M. will be paid i.e. fraction of the K.M. will be payable for the full K.M.

For carriage in sub mountainous area, the S.E. concerned may increase the carriage rates suitably

upto maximum of 30% of the rates provided for the plains, in case he is satisfied that the existing

schedule rates are not workable.

Deleted

For carriage of lengths above 6 metres of heavy steel sections like R.S. Joists, rails etc. which cannot

be easily bent, increase the rates for steel in item No. 5.2 by 50 percent.

Deleted

2 4

CARRIAGE OF MATERIALS (METALLED ROADS) EXCLUDING LOADING, UNLOADING & STACKING

Surkhi, Sand, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar

and Building Rubbish.

1st chain of 30 metres.

2nd and 3rd chain, per chain of 30 metres.

Upto 16th chain per chain of 30 metres.


Sr.

No.

Unit Rates for plains as

well as sub-

mountainous

region.

Description

(ii)

Tonne 6.00

Tonne 0.50

Tonne 0.25

(iii)

Tonne 6.00

Tonne 0.50

Tonne 0.25

(iv)

Tonne 10.00

Tonne 0.50

Tonne 0.25

(v)

Cum. 2.50

Cum. 0.40

Cum. 0.20

(vi)

1000 Nos 7.50

1000 Nos 1.40

1000 Nos 1.00

(vii)

1000 Nos 9.50

1000 Nos 2.25

1000 Nos 1.20

(viii)

1000 Nos 6.00

1000 Nos 1.40

1000 Nos 0.75

Note :- The rates of loading and unloading are not payable on item

No. 5.1

Upto 16th chain per chain of 30 metres.



Tiles (30.48 cm x 15.24cm x 5.08cm)


Upto 16th chain, per chain of 30 metres.

Timber



Tar, Bitumen and other road binders




Cement




M.S Bars, steel, coal, lime G.I pipes and special C.I man hole

covers, steps and other castings and ancillary miscellaneous

items like lead, hemp yarn etc.

Bricks (22.86 cm x 11.11cm x 6.83cm)



1st chain of 30 meters.




Tiles (22.86 cm x 11.43cm x 3.81cm)




Sr.

No.


well as sub-

mountainous

region.

Description

5.2 (i)

Cum. 10.00

Cum. 12.40

Cum. 14.70

Cum. 16.90

Cum. 19.00

Cum. 1.50 Per K.M

Cum. 1.00 Per K.M

Cum. 0.60 Per K.M

Cum. 0.50 Per K.M

Cum. 0.40 Per K.M

(ii)

Tonne 4.10

Tonne 5.75

Tonne 7.30

Tonne 8.55

Tonne 9.60

Tonne 1.10 Per K.M

Tonne 0.90 Per K.M

Tonne 0.55 Per K.M

Tonne 0.50 Per K.M

(iii)

Tonne 5.10

Tonne 7.40

Tonne 9.50

Tonne 11.30

Tonne 13.00

Tonne 1.10 Per K.M

Tonne 0.60 Per K.M21.0 K.M to 60 K.M

3.0 K.M

4.0 K.M

5.0 K.M

Tar, Bitumen and other Road Binders

0.5 to 1.0 K.M

11.0 K.M to 20 K.M

21.0 K.M to 40 K.M

41.0 K.M to 60 K.M

Surkhi, Sand, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar

and Building Rubbish.

0.5 to 1.0 K.M

2.0 K.M

6.0 K.M to 10.0 K.M

61.0 K.M and above

Cement

0.5 to 1.0 K.M

3.0 K.M

4.0 K.M

5.0 K.M

2.0 K.M

6.0 K.M to 10.0 K.M

11.0 K.M to 20 K.M

21.0 K.M to 60 K.M

61.0 K.M and above

3.0 K.M

2.0 K.M

4.0 K.M

5.0 K.M

6.0 K.M to 20.0 K.M


Sr.

No.


well as sub-

mountainous

region.

Description

Tonne 0.55 Per K.M

(iv)

Tonne 7.50

Tonne 9.20

Tonne 10.80

Tonne 12.20

Tonne 13.50

Tonne 0.80 Per K.M

Tonne 0.75 Per K.M

Tonne 0.45 Per K.M

Tonne 0.35 Per K.M

(v)

Cum. 5.15

Cum. 6.35

Cum. 7.45

Cum. 8.50

Cum. 9.50

Cum. 0.60 Per K.M

Cum. 0.55 Per K.M

Cum. 0.35 Per K.M

Cum. 0.25 Per K.M

(vi)

1000 Nos 11.60

1000 Nos 18.75

1000 Nos 25.60

1000 Nos 32.20

1000 Nos 38.50

41.0 K.M and above

Bricks (22.86 cm x 11.11cm x 6.83cm)

0.5 to 1.0 K.M

2.0 K.M

3.0 K.M

4.0 K.M

5.0 K.M

6.0 K.M to 10.0 K.M

11.0 K.M to 20 K.M

61.0 K.M and above

M.S Bars, Steel, Coal, Lime, G.I pipes and specials, C.I

manhole covers, steps and other castings and ancillary

miscellaneous items like lead, hemp yarn etc.

0.5 to 1.0 K.M

2.0 K.M

3.0 K.M

4.0 K.M

21.0 K.M to 40 K.M

41.0 K.M and above

Timber

0.5 to 1.0 K.M

5.0 K.M

6.0 K.M to 10.0 K.M

11.0 K.M to 20 K.M

21.0 K.M to 40 K.M

2.0 K.M

3.0 K.M

4.0 K.M

5.0 K.M


Sr.

No.


well as sub-

mountainous

region.

Description

1000 Nos 3.70 Per K.M

1000 Nos 2.60 Per K.M

1000 Nos 1.50 Per K.M

1000 Nos 1.00 Per K.M

1000 Nos 0.80 Per K.M

1000 Nos 0.75 Per K.M

(vii)

1000 Nos 36.30

1000 Nos 45.80

1000 Nos 53.20

1000 Nos 59.70

1000 Nos 66.00

1000 Nos 4.20 Per K.M

1000 Nos 3.80 Per K.M

1000 Nos 2.20 Per K.M

1000 Nos 1.50 Per K.M

1000 Nos 1.25 Per K.M

1000 Nos 1.15 Per K.M

(viii)

1000 Nos 11.30

1000 Nos 14.20

1000 Nos 16.90

1000 Nos 19.50

1000 Nos 22.00

1000 Nos 1.30 Per K.M

1000 Nos 1.20 Per K.M

1000 Nos 0.80 Per K.M

3.0 K.M

4.0 K.M

5.0 K.M

21.0 K.M to 40 K.M

41.0 K.M to 60 K.M

61.0 K.M to 100 K.M

0.5 K.M to 1.0 K.M

2.0 K.M

3.0 K.M

6.0 K.M to 10.0 K.M

11.0 K.M to 20 K.M

21.0 K.M to 40 K.M

41.0 K.M to 60 K.M

61.0 K.M to 100 K.M

101.0 K.M and above

Tiles 30.48 x 15.24x5.08 cm

4.0 K.M

5.0 K.M

6.0 K.M to 10.0 K.M

11.0 K.M to 20 K.M

101.0 K.M and above

Tiles 22.86x11.43x3.81 cm

0.50 K.M to 1.0 K.M

2.0 K.M

6.0 K.M to 10.0 K.M

11.0 K.M to 20 K.M

21.0 K.M to 40 K.M


Sr.

No.


well as sub-

mountainous

region.

Description

1000 Nos 0.75 Per K.M

1000 Nos 0.70 Per K.M

1000 Nos 0.65 Per K.M

(ix)(a)

Tonne 12.00

Tonne 13.10

Tonne 14.20

Tonne 15.30

Tonne 16.40

Tonne 1.10 Per K.M

Tonne 0.75 Per K.M

Tonne 0.55 Per K.M

Tonne 0.35 Per K.M

Tonne 0.30 Per K.M

(b)

Tonne 15.00

Tonne 16.30

Tonne 17.60

Tonne 18.90

Tonne 20.20

Tonne 1.30 Per K.M

Tonne 0.90 Per K.M

Tonne 0.65 Per K.M

Tonne 0.45 Per K.M

Tonne 0.40 Per K.M

(c)

21.0 K.M to 40 K.M

41.0 K.M to 60 K.M

61.0 K.M and above

0.50 K.M to 1.0 K.M

2.0 K.M

3.0 K.M

5.0 K.M

6.0 K.M to 10.0 K.M

11.0 K.M to 20 K.M

61.0 K.M to 100 K.M

101.0 K.M and above

Cast iron pipes 80MM i/d (Truck load 8.50 tonnes)

41.0 K.M to 60 K.M

0.50 K.M to 1.0 K.M

2.0 K.M

3.0 K.M

4.0 K.M

21.0 K.M to 40 K.M

41.0 K.M to 100 K.M

101.0 K.M and above

Cast iron pipes 100mm to 150mm i/d (Truck load 7.0

tonnes)

4.0 K.M

5.0 K.M

6.0 K.M to 10.0 K.M

11.0 K.M to 20 K.M

Cast iron pipes 200mm to 350 mm i/d (Truck load 5.50

Tonnes)


Sr.

No.


well as sub-

mountainous

region.

Description

Tonne 20.70

Tonne 22.40

Tonne 24.10

Tonne 25.80

Tonne 27.50

Tonne 1.70 Per K.M

Tonne 0.95 Per K.M

Tonne 0.80 Per K.M

Tonne 0.60 Per K.M

(d)

Tonne 25.60

Tonne 27.50

Tonne 29.40

Tonne 31.30

Tonne 33.20

Tonne 1.90 Per K.M

Tonne 1.00 Per K.M

Tonne 0.90 Per K.M

Tonne 0.75 Per K.M

(x)(a)

Tonne 16.50

Tonne 18.00

Tonne 19.50

Tonne 21.00

Tonne 22.50

Tonne 1.50 Per K.M

Tonne 0.90 Per K.M

4.0 K.M

5.0 K.M

11.0 K.M to 20 K.M

Cement asbestos pipes 80mm to 150 mm i/d (Truck load

6.25 tonnes)

21.0 K.M to 40 K.M

41.0 K.M and above

0.50 K.M to 1.0 K.M

2.0 K.M

3.0 K.M

4.0 K.M

5.0 K.M

6.0 K.M to 10.0 K.M

0.50 K.M to 1.0 K.M

2.0 K.M

3.0 K.M

11.0 K.M to 20 K.M

21.0 K.M to 40 K.M

41.0 K.M and above

Cast iron pipes 400 mm to 600 mm i/d (Truck load 4.75

tonnes)

4.0 K.M

5.0 K.M

6.0 K.M to 10.0 K.M

11.0 K.M to 20 K.M

0.50 K.M to 1.0 K.M

2.0 K.M

3.0 K.M

6.00 K.M to 10.00 K.M


Sr.

No.


well as sub-

mountainous

region.

Description

Tonne 0.70 Per K.M

Tonne 0.60 Per K.M

(b)

Tonne 22.70

Tonne 24.80

Tonne 26.90

Tonne 29.00

Tonne 31.10

Tonne 2.10 Per K.M

Tonne 1.10 Per K.M

Tonne 1.00 Per K.M

Tonne 0.90 Per K.M

Tonne 0.85 Per K.M

(xi)

Tonne 45.20

Tonne 49.20

Tonne 53.20

Tonne 57.20

Tonne 61.20

Tonne 4.00 Per K.M

Tonne 3.25 Per K.M

Tonne 2.00 Per K.M

Tonne 1.40 Per K.M

Tonne 1.25 Per K.M

Tonne 1.00 Per K.M

(xii)(a)

Tonne 22.70

P.V.C/H.D.P.E pipes All sizes (Truck load 2.20 tonnes)

0.50 K.M to 1.0 K.M

2.0 K.M

41.0 K.M to 60 K.M

0.50 K.M to 1.0 K.M

21.0 K.M to 40 K.M

4.0 K.M

41.0 K.M and above

Cement asbestos pipes 200mm to 250mm i/d (Truck load

4.50 tonnes)

3.0 K.M

2.0 K.M

5.0 K.M

6.00 K.M to 10.00 K.M

11.0 K.M to 20 K.M

21.0 K.M to 40 K.M

41.0 K.M to 100 K.M

101 K.M and above

5.0 K.M

6.00 K.M to 10.00 K.M

3.0 K.M

4.0 K.M

11.0 K.M to 20 K.M

21.0 K.M to 40 K.M

S.W pipes 100 mm to 200mm i/d (Truck load 4.50 tonnes)

61.0 K.M to 100 K.M

101 K.M and above

0.50 K.M to 1.0 K.M


Sr.

No.


well as sub-

mountainous

region.

Description

Tonne 24.80

Tonne 26.90

Tonne 29.00

Tonne 31.10

Tonne 2.10 Per K.M

Tonne 1.10 Per K.M

Tonne 1.00 Per K.M

Tonne 0.90 Per K.M

Tonne 0.85 Per K.M

(b)

Tonne 25.00

Tonne 27.50

Tonne 30.00

Tonne 32.50

Tonne 35.00

Tonne 2.50 Per K.M

Tonne 1.20 Per K.M

Tonne 1.15 Per K.M

Tonne 1.10 Per K.M

(xiii)(a)

Tonne 15.30

Tonne 16.60

Tonne 17.90

Tonne 19.20

Tonne 20.50

Tonne 1.30 Per K.M

Tonne 1.00 Per K.M

4.0 K.M

5.0 K.M

6.00 K.M to 10.00 K.M

11.0 K.M to 20 K.M

21.0 K.M to 40 K.M

41.0 K.M and above

S.W pipes 225mm to 450mm i/d (Truck load 4.00 tonnes)

0.50 K.M to 1.0 K.M

2.0 K.M

4.0 K.M

5.0 K.M

6.00 K.M to 10.00 K.M

2.0 K.M

3.0 K.M

11.0 K.M to 20 K.M

21.0 K.M to 40 K.M

41.0 K.M to 100 K.M

101.0 K.M and above

3.0 K.M

4.0 K.M

5.0 K.M

6.00 K.M to 10.00 K.M

Carriage of RCC pipes 100 mm to 150 mm i/d (Truck load

6.75 tonnes)

0.50 K.M to 1.0 K.M

2.0 K.M

3.0 K.M

11.0 K.M to 20 K.M


Sr.

No.


well as sub-

mountainous

region.

Description

Tonne 0.65 Per K.M

Tonne 0.45 Per K.M

Tonne 0.40 Per K.M

(b)

Tonne 15.85

Tonne 17.20

Tonne 18.55

Tonne 19.90

Tonne 21.25

Tonne 1.35 Per K.M

Tonne 1.05 Per K.M

Tonne 0.70 Per K.M

Tonne 0.45 Per K.M

Tonne 0.40 Per K.M

(c)

Tonne 17.10

Tonne 18.55

Tonne 20.00

Tonne 21.45

Tonne 22.90

Tonne 1.45 Per K.M

Tonne 1.05 Per K.M

Tonne 0.70 Per K.M

Tonne 0.65 Per K.M

(d)

Tonne 20.75

Tonne 22.50

RCC pipes above 450 mm i/d (Truck load 5.0 tonnes)

0.50 K.M to 1.0 K.M

2.0 K.M

3.0 K.M

4.0 K.M

5.0 K.M

11.0 K.M to 20 K.M

21.0 K.M to 40 K.M

41.0 K.M to 100 K.M

RCC pipes 200mm to 300mm i/d (Truck load 6.50 tonnes)

0.50 K.M to 1.0 K.M

2.0 K.M

21.0 K.M to 40 K.M

41.0 K.M to 60 K.M

61.0 K.M and above

3.0 K.M

4.0 K.M

5.0 K.M

6.0 K.M to 10.0 K.M

101 K.M and above

RCC pipes 350mm to 450mm i/d (Truck load 6.00 tonnes)

0.50 K.M to 1.0 K.M

2.0 K.M

6.00 K.M to 10.00 K.M

11.0 K.M to 20 K.M

21.0 K.M to 40 K.M

41.0 K.M and above


Sr.

No.


well as sub-

mountainous

region.

Description

Tonne 24.25

Tonne 26.00

Tonne 27.75

Tonne 1.75 Per K.M

Tonne 1.20 Per K.M

Tonne 0.85 Per K.M

Tonne 0.80 Per K.M

5.3

(a) Each 8.00

(b)

Each 16.00

(c)

Each 8.00

(d) Each 16.00

(e)

Each 20.50

(f) Each 19.00

(g)

Each 40.00

(h)

Each 4.00

5.4

Quintal 4.00

5.5

(a) Quintal 6.50

(b) Quintal 9.00

(c) Quintal 11.00

(d) Quintal 1.00

5.6

Donkey man for one to six donkeys.

Mazdoor load upto 40 kg. and distance upto 3.0 K.M.

3.0 K.M

4.0 K.M

Carriage over short distance of small consignments, upto 2.0 quintals

in weight including loading, un-loading and stacking.

Carriage of light/medium package, containing material.

5.0 K.M

6.00 K.M to 10.00 K.M

Carriage of odd jobs.

41.0 K.M and above

11.0 K.M to 20 K.M

21.0 K.M to 40 K.M

Camel man for 1 to 3 camels.

Mazdoor load upto 40 kg. and distance from 3.0 K.M. to 6.0

K.M.

Camel load upto 2.50 quintals and distance upto 16 K.M.

excluding the wages of camel man.

Donkey load upto one quintal and distance upto 10.0 K.M

excluding Donkeyman.

3.0 K.M

Cart loard weight of consignment upto 8 quintals and distance

upto 8.0 K.M

Add for every K.M for distance exceeding 8.0 K.M but upto

16.0 K.M in sub item (g)

1.0 K.M

2.0 K.M

Carriage of small consignments out of the Railway premises to a

distance of 10 chains of 30 metres each, including loading unloading

and stacking.

Subsequent K.M per K.M


Sr.

No.


well as sub-

mountainous

region.

Description

(a)

(i) Piece 25.00

(ii) Piece 40.00

(b)

(i) Ist 300 metres Tonne 25.00

(ii) Add for every 300 metres but upto 1200 metres. Tonne 3.00

(iii) For 1600 metres exceeding 1200 metres. Tonne 37.00

(iv) Add for every subsequent K.M upto 8.00 K.M Tonne 3.50

(v) Add for every subsequent K.M above 8.00 K.M up to

16.00 Km. Tonne 2.75

5.7

(i) 100 Nos 1.00

(ii) 100 Nos 0.25

(iii) 100 Nos 1.50

(iv) 100 Nos 2.40

(v) 100 Nos 3.20

(vi) 100 Nos 0.60 Per K.M

(vii) 100 Nos 0.50 Per K.M

5.8

(i) Quintal 2.50

(ii) Quintal 4.00

(iii) Quintal 4.50

(iv) Quintal 5.35

(v) Quintal 6.00

For One K.M.

For Three K.M.

Subsequent K.M

Above 3.0 K.M but upto 13.0 K.M

Carriage of soaking and mortar mixing tanks.

For Three K.M.

For Two K.M.

For Four K.M.

For Five K.M.

Upto 150 metres.

Exceeding 150 metres and upto 300 metres.

Note :- The rates under item No. 5.6 do not provide for special

carriage arrangements like cranes, trailors etc. Carriage of machinery

not covered by this item should be paid at special rates to be

determined after inviting quotations or tenders or the work may be got

done by employing departmental labour.

Carriage of empty cement bags including bundling.

By manual labour, individual piece, weighing from 1.50

quintals to 4.0 quintals and not mounted on wheels, including

stacking.

By Machanical transport including the use of pully block,

individual piece weighing upto one tonne

For One K.M.

For Two K.M.

Ist 300 metres

2nd and 3rd (300 metres)


Sr.

No.


well as sub-

mountainous

region.

Description

(vi) Quintal 6.65

(vii) Quintal 0.60 Per K.M

5.9 Tonne 11.00

For Six K.M.

Subsequent K.M

Bending M.S Bars for carriage purposes.


(i)

(ii)

(iii)

(iv)

(v)

Plains Sub-

Mountainous

Region

Rate Rate

1 3 4 5

6.1

(a) Kassi work undressed involving an average horizontal

throw upto 2.0 metres and average vertical lift upto 0.5

metre. 100 cum 292.00 292.00

(b) Basket work with combined lead upto 7.50 metres

undressed. 100 cum 412.00 412.00

(c) Dressing for sub item (a) and (b) supra. 100 cum 36.00 36.00

(d) Extra for every 7.50 metres additional lead. 100 cum 13.50 13.50

No extra allowance of wetness, slush or humus dal dal

are payable for item No. 6.1.

6.2

(a) Kassi work undressed involving an average horizontal

throw upto 2.0 metres and an average vertical lift upto

0.5 metre including breaking of clods. 100 cum 292.00 292.00

Unit Description

The payment for compensation should only be made on the production of a certificate from the

revenue authorities that the contractor has paid compensation to the land owners. The compensation

of earth is not an allowance, and as such it is also payable, even if the earth is brought from a

distance more than 450 metres from private land, subject to production of a certificate, as referred to

above. However, no compensation is payable, when the earth is borrowed from Govt. Land.

Earth work excavation in ordinary soil, exclusive of

compensation of earth :--

Note :-

2

Earth work of silt clearance of channels and drains :--

CHAPTER NO. 6

EARTH WORK

Notes :-

Converting lift into horizontal lead :-- For converting lift into horizontal lead, the lift upto 3.6 metres will

be multiplied by 10 and from 3.61 metres to 6.0 metres, it will be squared and multiplied by 3.3 and

beyond 6.0 metres it will be multiplied by 20. No cross leads what-so-ever shall be measured and paid

for.

Rehandling of earth work and gravel work :-- The rates of rehandling of recently deposited earth work

and gravel work after excavation will be 20 percent less on excavation rates. Earth work deposited

before monsoon season which has had a full monsoon on it, will be considered as a normal earth

work for excavation.

Measurement of lift :-- The lift shall be measured from the centre of gravity of the excavated earth to

that of placed earth. This shall constitute the mean lift for that section. When earth has to be carried

over spoil bank and dumped beyond it, the mean lift would be the difference in levels between the

centre of gravity of the excavated earth and top of the spoil bank omitting the dowel.

Rates for additional lead have been given in slabs for 7.50 metres each of additional lead. If the lead

exceeds a slab by 1.50 metres or so, full payment for 7.50 metres lead will be made.

Sr.

No.


Plains Sub-

Mountainous

Region

Rate Rate

1 3 4 5

Unit Description

2

Sr.

No.

(b) Earth work undressed with a combined lead upto 15

metres including breaking of clods. 100 cum 600.00 600.00

(c)(i) Extra for every 7.50 metres additional lead beyond 15

metres but upto 300 metres. 100 cum 16.50 16.50

(ii) Extra for every 7.50 metres additional lead beyond 300

metres but upto 450 metres. 100 cum 11.00 11.00

For leads beyond 450 metres earth work shall be

payable at carriage rates for sand, bajri and ballast etc.

given in the chapter No. 5 item No. 5.2 and loading,

unloading as per chapter No. 4. This rate includes

excavation and all other allowances provided in this

chapter on earth work except those provided under item

No. 6.2 (f) and (g).

(d) Wet earth work :--

(i) Extra for wet earth work from bottom of excavation upto

level of sub soil water. 100 cum 223.00 223.00

(ii) Extra for wet earth work from level of sub soil water upto

30 cm above. 100 cum 114.00 114.00

(iii) Extra for wet earth work for depth above 30 cm of sub

soil water level. 100 cum 57.00 57.00

(i) Wetness allowance shall be payable only after obtaining

the written approval of the Superintending Engineer.

(ii) Pumping for wet earth work will be done departmentally.

(e) Hardness

(i) Extra for hard soil with D.B.D. (Dry Bulk Density) from

1.6 to 1.7 gm/c.c. 100 cum 69.00 69.00

(ii) Extra for hard soil with D.B.D. (Dry Bulk Density)

exceeding 1.7 but upto 1.8 gm/c.c. 100 cum 137.00 137.00

(i) For D.B.D. upto 1.8, rate shall be approved by the

Superintending Engineer on recommendation by the

Executive Engineer.

(ii) For D.B.D. above 1.8 special reference shall be made to

the Superintending Engineer for decision who may allow

maximum extra rate upto Rs. 250-00 per 100 cum.

(f) Extra for pudding work. 100 cum 343.00 343.00

Notes :-

Notes :-

Note :-


Plains Sub-

Mountainous

Region

Rate Rate

1 3 4 5

Unit Description

2

Sr.

No.

(g) Compaction :--

(i) Extra for laying earth/fly ash as per specifications for

compaction in 20 cm layers and dressing but excluding

cost of rolling. 100 cum 53.00 53.00

(ii) Extra for watering the earth/fly ash laid in 20 cm layers

as per specifications for compaction. 100 cum 48.50 48.50

(iii) Extra for rolling to specifications. 100 cum 452.00 452.00

Deleted

(h) Admixture of shingle or kankar

(i) Extra for admixture of shingle or kankar upto 10 percent.

100 cum -- --

(ii) Extra for admixture of shingle or kankar exceeding 10%

but upto 20%. 100 cum 86.00 86.00

(iii) Extra for admixture of shingle or kankar exceeding 20%

but upto 30%. 100 cum 137.00 137.00

(iv) Extra for admixture of shingle or kankar exceeding 30%

but upto 40%. 100 cum 223.00 223.00

For admixture above 40% rates for gravel work

excavation shall apply --

(j) Extra for slush. 100 cum 140.00

to

340.00

140.00

to

340.00

Slush is that which will not support a man‟s weight. The

rate will be paid depending upon the nature of slush after

obtaining approval of the Superintending Engineer.

(k) Extra for dal dal. 100 cum 340.00

to

452.00

340.00

to

452.00

Dal dal is clay that will flow like molasses. The rate shall be paid

according to the merits of each case after obtaining sanction of

the Superintending Engineer.

6.3

(i) New work or remodeling work. 100 cum 38.50 38.50

(ii) Repair work. 100 cum 54.00 54.00

(iii) Sand only. 100 cum 27.00 27.00

6.4 100 cum 23.00 23.00

Note :-

Note :-

Note :-

Note :-

Dressing of earth work :--

Compensation for earth taken from private land.


Plains Sub-

Mountainous

Region

Rate Rate

1 3 4 5

Unit Description

2

Sr.

No.

6.5

(a) Exceeding 40% but upto 60%. 100 cum 624.00 624.00

(b) Exceeding 60% but upto 80%. 100 cum 730.00 730.00

(c) Exceeding 80% but upto 100%. 100 cum 798.00 798.00

(d) Extra for every 7.5 metres additional lead. 100 cum 21.00 21.00

(e) Extra for wet earth work above sub soil water level. 100 cum 172.00 172.00

(f) Extra for earth work under standing water. 100 cum 446.00 446.00

(g) Extra for earth work under flowing water. 100 cum 686.00 686.00

(h) Extra for dressing earth work. 100 cum 54.00 54.00

Wherever water is depressed by pumping, rate shall be

for wet gravel work if actually wet and not for work under

standing or flowing water.

6.6

100 cum 686.00 686.00

6.7

(a) For ordinary gravel soil involving pick work. 100 cum 989.00 989.00

(b) For semi conglomerate or soil of nature of pick jumper. 100 cum 1502.00 1502.00

(c) For hard clayey soil or hard conglomerate or semi rocky

type of the nature of pick jumper with occasional

blasting. 100 cum 1965.00 1965.00

(d) Extra for wet work above sub soil water level. 100 cum 172.00 172.00

(e) Extra for earth work under standing water. 100 cum 446.00 446.00

(f) Extra for earth work under flowing water. 100 cum 686.00 686.00

Note :-

Earth work in excavation of foundations of bridges culverts,

building including handling of materials with combined lead of

15 metres dressing of bed and sides stacking the excavated

soil clear from the edge of excavation and subsequent filling

around :--

Gravel (in loose form in non-cohesive binding material) work

in excavation with occasional use of picks exclusive of

compensation of earth undressed with combined lead upto

15 metres with percentage of gravel or kankar :-

Earth work in excavation in foundations, trenches etc. in all

kinds of soil where pick jumper work is not involved and not

exceeding 2.0 metres depth including dressing of bottom

and sides of trenches, stacking the excavated soil clear from

the edge of excavation and subsequent filling around

masonry in 15 cm. layers with compaction including disposal

of all surplus soil as directed within a lead of 30 metres.


Plains Sub-

Mountainous

Region

Rate Rate

1 3 4 5

Unit Description

2

Sr.

No.

(g) Extra for every 7.5 metre additional lead. 100 cum 21.00 21.00

6.8

(a)(i) Earth filling under floors with surplus ordinary soil or soil

containing gravel or kankar upto 40% excavated from

foundation and taken only from outside the building

plinth in 15 cm layers including ramming, watering and

consolidating lead upto 30 metres. 100 cum 252.00 252.00

(ii) Earth filling under floors with surplus soil containing

more than 40% gravel or kankar excavated from

foundation and taken only from outside the building

plinth in 15 cm layers including ramming, watering and

consolidating lead upto 30 metres. 100 cum 450.00 450.00

(b)(i) Earth work (exclusive of compensation for earth) in

excavation in ordinary soil or soil containing gravel or

kankar upto 40 % and filling in 15 cm layers in

foundation and plinth including ramming, watering and

consolidating under floors with earth brought from a

distance not exceeding 30 metres. 100 cum 561.00 561.00

(ii) Earth work in excavation in soil containing more than

40% gravel or kankar (exclusive of compensation for

earth) and filling in 15 cm layers in foundation and plinth

including ramming, watering and consolidating under

floors with earth brought from a distance not exceeding

30 meters. 100 cum 776.00 776.00

(c) Extra for additional lead above 30 metres. 100 cum As per rate

under item

No. 6.2 (c)

As per rate

under item

No. 6.2 (c)

(d) Removal of slips from road side to :--

(i) Out side road boundary into depressions with combined

lead of 15 metres inclusive of cost of explosive,

compressed air and T&P.

100 cum

Rate of item

No. 7.1 to 7.10

to be paid

according to

type of work

after Reducing

the rate by

10%

Rate of item

No. 7.1 to 7.10

to be paid

according to

type of work

after Reducing

the rate by

10%

(ii) Extra for additional 7.5 metres lead above 15 metres. 100 cum 21.00 21.00

6.9

(a) Earth work over roofs of one storey building with good

earth free of any admixture of foreign matter including

breaking of clods, ramming, watering, dressing and

horizontal lead upto 30 metres. 100 cum 892.00 892.00

Earth work over roofs :--

Earth filling :--


Plains Sub-

Mountainous

Region

Rate Rate

1 3 4 5

Unit Description

2

Sr.

No.

(b) Extra for additional lead above 30 metres. 100 cum As per rate

under item

No. 6.2 (c)

As per rate

under item

No. 6.2 (c)

(c) Extra for every additional storey. 100 cum 55.00 55.00

6.10

(a) Digging and loading in boats within 15 metres lead. 100 cum 412.00 412.00

(b) Carriage by boats upto 300 metres. 100 cum 212.00 212.00

(c) Extra for distance beyond 300 metres but upto 750

metres (per 30 metres). 100 cum 17.00 17.00

For lead beyond 750 metres the rates under item No. 6.2

(c) will be applicable.

(d) Unloading earth from boats. 100 cum 223.00 223.00

6.11

(a) Digging and loading into trucks within 15 metres lead.

100 cum 412.00 412.00

(b) Hand shunting of N.G. tip wagons per 30 metres. 100 cum 21.00 21.00

(c) Unloading earth from tip wagon and clearing within 3.0

metres from rail. 100 cum 110.00 110.00

(d) Unloading earth from B.G. Trucks clearing 1.5 metres

from rail. 100 cum 223.00 223.00

(e) Unloading earth from B.G. Trucks & spreading 4.5

metres from rail. 100 cum 305.00 305.00

(f) Unloading from B.G. Trucks & spreading upto 30 metres

from rail. 100 cum 378.00 378.00

6.12 100

metres 23.00 23.00

6.13 100 cum 20.00 20.00

6.14

(a) In unploughed land. 100 cum 48.50 48.50

(b) In ploughed land. 100 cum 101.00 101.00

Note :-

Making new boundary road including levelling and dressing 3.0

metres to 5.0 metres wide :-

The rates for item No. 6.13 are to be paid only in reaches

where no earth work for boundary roads is paid for.

Dressing of dowels in addition to payment for dressed earth

work.

Restoring boundary road drains.

Note :-

Earth work undressed by tramway or rail :--

Earth work undressed by boats including hire of boats :--


Plains Sub-

Mountainous

Region

Rate Rate

1 3 4 5

Unit Description

2

Sr.

No.

6.15 (a) Covering boundary road with 7.5 cm deep sarkanda or

jungle upto 300 metres lead including cutting and supply

of sarkanda or jungle.

100

metres 53.00 53.00

(b) Covering boundary road with 7.5 cm deep sarkanda or

jungle lead beyond 300 metres to 1000 metres including

cutting and supply of Sarkanda or jungle.

100

metres 104.00 104.00

(c) Extra carriage of Sarkanda :--

(i) 2nd

K.M. 100

metres 51.00 51.00

(ii) 3rd

K.M. 100

metres 46.50 46.50

(iii) 4th K.M. 100

metres 43.00 43.00

(iv) 5th K.M. 100

metres 39.00 39.00

(v) 6th K.M. 100

metres 34.00 34.00

(vi) 7th K.M. 100

metres 29.00 29.00

(vii) Subsequent K.M. 100

metres 24.50 24.50

6.16 Hectare 248.00 248.00

6.17

(a) Channels upto 1.0 metre depth. K.M. 157.00 157.00

(b) Channels exceeding 1.0 metre but upto 1.5 metres

depth. K.M. 230.00 230.00

(c) Channels exceeding 1.5 metres but upto 2.5 metres

depth. K.M. 350.00 350.00

6.18

(a) Single kassi stroke minimum 7.5 cm depth. K.M. 30.50 30.50

(b) Double kassi stroke „V‟ shaped minimum 10 cm depth. K.M. 60.00 60.00

(c) Double kassi stroke „V‟ shaped minimum 15 cm depth. K.M. 80.00 80.00

Dag – Belling :--

Ploughing or levelling of borrow pits.

Berm trimming both sides :--


(i)

(ii)

Sr. No. Unit Rate for plain as

well as sub-

mountainous

region

1 3 4

7.1 100 Cum. 845.00

7.2 100 Cum. 1445.00

7.3 100 Cum. 1646.00

7.4 100 Cum. 2431.00

7.5 100 Cum. 2988.00

7.6 100 Cum. 4445.00

7.7 100 Cum. 5450.00

7.8 100 Cum. 7223.00

7.9 100 Cum. 10 percent

extra over

above rates

7.10 100 Cum. 21.00

Blasting ordinary Rock.

Blasting hard Rock.

CHAPTER NO. 7

ROCK CUTTING

Notes :-

Canverting lift into horizontal lead :-

The lift shall be measured from the centre of gravity of the excavated rock to that of placed

rock. This shall constitute the mean lift for that section. When rock has to be carried over a spoil

bank and dumped beyond it, the mean lift would be the difference in levels between the centre of

gravity of the excavated rock and top of the spoil bank omitting the dowel.

Through cut Rock excavation.

Extra for every 7.5 metres additional lead.

Excavation including handling of materials within 15 metres inclusive

of cost of explosives, dressing, compressed air and T & P.

Blasting conglomerate mass.

Blasting conglomerate trenches.

Pick work

Pick and jumper work.

Jumper work.

Jumper with occasional blasting.

For converting lift into horizontal lead the lift upto 3.6 metres will be multiplied by 10 and from

3.61 metres to 6.0 metres, it will be squared and multiplied by 3.3 and beyond 6.0 metres, it will be

multiplied by 20. No cross lead what-so-ever shall be measured and paid for.

Measurement of lift :-

Description

2


(i)

(ii)

(iii)

(iv)

Sr. No. Unit Rates in

Plains & Sub-

Montainous

Region

1 3 4

8.1

(a) In lime Cum. 21.00

(b) In cement Cum. 28.00

(c) Scabbled or rubble stone masonry in mud. Cum. 10.50

(d) Dry rubble or dry scabbled stone masonry. Cum. 7.20

8.2

(a) Stone pitching dry Cum. 7.20

(b) Stone pitching laid dry but grouted with natural silt and clay Cum. 13.00

(c) Stone pitching laid dry but grouted with dry ballast. Cum. 9.90

(d) Stone pitching grouted with dry ballast and with natural silt and

clay. Cum. 14.00

8.3

(a) In dry Cum. 6.40

(b) Grouted with natural silt and clay Cum. 9.10

The rates given below are for non-hydraulic works. For hydraulic works, which are required to be

dismantled these shall be enhanced by 50 per cent. (hydraulic works are those which remain

submerged under water for most of their lives). The items, which can be considered as hydraulic

works, are :-

"Stone masonry in lime or cement, burnt bricks, tile lining and tile masonry in lime or cement

mortar, lime or cement concrete and reinforced cement concrete, and pucca grouted pitching when

under water."

Unless otherwise specified, the rates cover the cost of all tools and plants, ladders, scaffolding and

all other adjuncts required for dismantling.

Unless otherwise stated, the rates include sorting and stacking dismantled material and removing

the same within a distance of 100 metres.

CHAPTER NO. 8

DEMOLITION

The rates given under this chapter are subject to the following conditions in addition to the

conditions laid down in the public works "General Conditions of Contract etc." and PWD

specifications.

Notes:-

Dismantling should be done with care and with little or no damage to the materials released.

Dismantling stone masonry/Rubble masonry including stacking of

serviceable materials and disposal of unserviceable materials.

Dismantling stone pitching or soling.

Dismantling stone spalls or brick bats filling.

Description

2



Plains & Sub-

Montainous

Region

1 3 4

Description

2

(c) In wire crates including opening of crates and stacking crate

material. Cum. 11.50

Note :-

8.4 Cum. 21.00

8.5

(a) In lime Cum. 21.00

(b) In cement. Cum. 28.00

(c) Arch work in cement or lime Cum. 34.00

(d) In mud Cum. 10.50

(e) In mud with jibi face Cum. 13.00

(f) Gilafi brick work Cum. 7.20

(g) Gilafi brick work with jibi face Cum. 9.10

(h) Sundried brick work in mud Cum. 5.60

(i) Dismantling dry brick work Cum. 5.60

8.6

(a) Lime concrete, cement concrete 1:6:12 or leaner Cum. 17.00

(b) Cement concrete plain 1:4:8 or 1:5:10 Cum. 28.00

(c) Cement concrete plain 1:3:6 Cum. 40.00

(d) Cement concrete plain 1:2:4 Cum. 56.00

(e) Reinforced Cement concrete Cum. 90.00

8.7 Cum. 7.20

8.8

(a) First class mud roofing Sqm. 2.90

(b) Second class mud roofing Sqm. 2.40

(c) Mud roofing with wooden planks laid over battens. Sqm. 2.15

(d) Thatched roofing. Sqm. 0.65

(e) Sirki sarkanda roofing. Sqm. 1.10

When the work to be dismantled under items No. 8.2 and 8.3 is under

water, add 60 per cent to above rates.

Dismantling metalling or dry brick ballast

Dismantaling brick work tile masonary or tile lining.

Dismantling concrete or precast concrete.

Dismantaling pucca grouted pitching.

Dismantling roofing



Plains & Sub-

Montainous

Region

1 3 4

Description

2

(f) Jackarch roofing excluding joists of terraced roofing. Sqm. 3.05

8.9 Cum. 54.00

8.10 Sqm. 1.90

8.11

Sqm. 1.35

8.12 Sqm. 1.15

8.13

Sqm. 2.30

8.14 Cum. 5.60

8.15 Sqm. 2.15

8.16

Sqm. 4.50

8.17Sqm. 2.35

8.18 Sqm. 3.50

8.19 Sqm. 1.20

8.20 Sqm. 2.30

8.21 Sqm. 2.90

8.22 Sqm. 1.35

8.23 Metre 0.80

8.24 Cum. 85.00

8.25 Quintal 14.50

8.26

(a) Doors of area 3 Sqm. and below. Each 9.60

(b) Windows of area 3 Sqm. and below Each 6.10

(c) Clerestory windows of area 3 Sqm. and below. Each 3.05

8.27

(a) 150 mm to 300 mm dia Metre 4.10

(b) above 300 mm to 600 mm dia Metre 6.40

Dismantling brick or flagged stone flooring without concrete base.

Add for planks and battens in cases of item nos. 8.10 and 8.11 .

Add for roof trusses of iron or wood, (rafters, purling etc.) in case of item

Nos. 8.10 and 8.11.

Removing hume pipes.

Dismantling mud walling.

Dismantling Dhajji walling.

Dismantling wood work from roof.

Stripping and stacking slate or tiles of a roof.

Stripping and stacking iron sheets of a roof including ridging, flashing,

eaves boards gutters and down pipes.

Removing Doors and Windows (Steel or wood) with chowkhats by making

recesses in walls when the wall is not to be dismantled.

Dismantling plank flooring.

Dismantling plank ceiling and supporting timber.

Dismantling cloth ceiling and supporting timber.

Dismantling stone-ware drains and concrete.

Removing R.C battens from roofs.

Removing R.S. beams from structures or truses.

Dismantling cement conglomerate floors (25mm to 50mm) thick including

concrete base.

Dismantling cement conglomerate floors (25mm to 50mm) thick without

concrete base.

Dismantling brick or flagged stone flooring including concrete base.



Plains & Sub-

Montainous

Region

1 3 4

Description

2

(c) above 600 mm to 900 mm dia Metre 9.10

8.28 Each 1.60

8.29 Each 1.60

8.30 Metre 0.60

8.31

(a) White wash and colour wash Sqm. 0.29

(b) Lime Plaster Sqm. 1.50

(c) Cement Plaster. Sqm. 1.50

(d) Mud Palster Sqm. 0.25

(e) Bricks dismantled from brick work in lime or concrete 1000 Nos 65.00

(f) Bricks dismantled from brick work in mud. 1000 Nos 16.00

(g) Tiles dismantled from the work in lime or cement. 1000 Nos 85.00

(h) Dismantled boulder masonry/concrete articles

(i) In cement or lime Cum. 25.50

(ii) In mud Cum. 5.60

8.32Sqm. 0.48

8.33

Cum. 70.00

8.34

Metre 1.05

8.35 Sqm. 6.40

8.36

Sqm. 2.10

8.37 Sqm. 2.80

8.38

(i) Doors Each 4.85

(ii) Windows Each 3.25

(iii) Clerestory windows Each 1.60

Removing doors and windows together with the dismantling of walls

Dismantling Rain water pipes of A.C.C/C.I pipe with clamps and specials

etc.

Dismantling glazed tiles (to be carefully removed).

Dismantling asbestos cement, celotax or other hard board ceiling or

partition walls including supporting timber.

Dismantling wooden chajjas and sun-shades.

Dismantling wire gauge with frame work including separating frame work

and putting wire gauge into rolls.

Dismantling reinforced brick work including cutting, cleaning and

straightening of bars.

Dismantling tramway track

Scraping

Removing sal ballies from structures including stacking.

Dismantling sleepers from centring including stacking outside.


(i)

(ii)

(iii)

(iv)

(a)

(b)

Plains Sub-

mountain

ous

Regions

Plains Sub-

mountain

ous

Regions

1 3 4 5 6 7

9.1

Sqm. 16.20 17.80 37.00 39.00

9.2

Sqm. 21.00 23.00 42.50 45.00

9.3

Sqm. 23.50 25.50 47.00 49.50

9.4

Sqm. 19.50 23.00 50.00 52.00

9.5

Sqm. 20.50 22.50 41.00 43.00

9.6

Sqm. 20.00 22.00 47.50 49.50

9.7

Sqm. 22.50 25.00 55.00 58.00

9.8

Sqm. 25.00 28.00 35.50 38.00

Centring and shuttering for corbels parapets, facias

and other similar items including edges.

2

Centring and shuttering for flat surface such as

Suspended floors, Roofs, Landing, Chhajjas,

Shelves etc.

Centring and shuttering for faces of walls,

partitions, retaining walls and the like (vertical or

battering) including attached pilasters, buttrresses,

etc.

Centring and shuttering for faces of walls,

partitions, retaining walls and the like (vertical or

battering) including attached pilasters, buttrresses

etc. when curved.

Centring and shuttering for sides and soffits of

beams haunching, girders, bressumers, lintels.

Centring and shuttering for stair cases with sloping

soffits including risers and stringers.

Description

Where-ever smooth exposed concrete finish is desired 33-1/3 percent extra on the labour rates

except for item No. 9.17 shall be payable. The through rates shall be increased correspondingly.

Deleted

Throgh Rate

Centring and shuttering for columns (square or

rectangular or polygonal in plan)

Centring and shuttering for columns (circular or

curved in plan)

Labour Rate

Item No.9.17 is payable subject to the following conditions :-

Pattern should be specially indicated by Architect.

Prior approval of the Chief Engineer should be obtained for getting this work as executed.

CHAPTER NO. 9

CENTRING AND SHUTTERING

Notes :-

Unless otherwise stated, the labour rates include handling of all materials within 100 metres.

Sr.

No.

Unit


Plains Sub-

mountain

ous

Regions

Plains Sub-

mountain

ous

Regions

1 3 4 5 6 72

Description Throgh RateLabour RateSr.

No.

Unit

9.9Sqm.

53.00 58.00 605.00 611.00

9.10

Sqm. 7.50 8.20 25.00 26.00

9.11Sqm.

4.80 5.30 12.00 12.50

9.12

Sqm. 3.90 4.25 9.00 9.35

9.13 Per

Mtr. of

clear

span.

7.40 8.60 13.50 14.50

9.14 Per

Mtr. of

clear

span.

3.90 4.30 7.20 7.60

9.15

(a) Upto 3 Metres span Sqm. 16.20 17.80 37.00 39.00

(b) Above 3Metres Span but upto 6 Metres

Span.Sqm. 21.50 24.00 47.00 49.00

9.16

Sqm. 7.90 8.80 20.50 21.00

9.17 Sqm.of

surface

area

- - 17.00 20.00

9.18

(a) For square, rectangular, polygonal wells. Sqm. 7.50 8.20 25.00 26.00

(b) For circular/elliptical wells. Sqm. 14.50 16.00 35.50 37.00

9.19

Sqm 0.25 0.25 0.30 0.30

9.20

Sqm 1.00 1.00 1.00 1.00

Extra for shuttering in each subsequent storey

above the first. Storey (except for item No.9.17)

Extra for shuttering where any single storey height

exceeds 4 metres in height for every additional

height of 2 metres or part thereof (except for item

No.9.17).

Form work for cement concrete blocks, in-situ such

as staggered R.C blocks arrows and plain cement

concrete blocks.

Extra for steel shuttering pattern as specified by the

Engineer-in-charge.

Centring and shuttering for well curbs complete in

all respects.

Centring and shuttering for arches of verandah

openings

Centring and shuttering for arches of doors and

windows.

Centring and shuttering for slab culverts :-

Centring and Shuttering for R.C.C. domes.

Shuttering for faces of concrete foundations and

foundation beams. (Vertical and battering)

Shuttering for precast plain or Reinforced Concrete

of soil blocks, wall plates, bed plates, shelves,

etc. (small units up to 0.07 cu.m each)

Shuttering for precast R.C.C. battens.


(i)

(ii)

(iii)

(iv)

(v)

(vi) (a)

(vi)

(vii)

(viii)

(ix)

(x)

(xi)

(xii)

(xiii)

(xiv)

(xv)

The labour rates given in this chapter include the cost of water, Tools and Plant, Scaffolding

(Labour and material) and cost of good earth for mud mortar, wherever required.

Deleted

CHAPTER NO. 10

CONCRETE

Notes :-

Unless otherwise stated, the labour rates include the rehandling charges of material within 100

metres.

The labour and through rates include the cost of water. Where water is supplied by the department,

the rate shall be decreased accordingly.

The laboure rates as well as through rates of concrete include the cost of curing. Wherever curing is

got done departmentally and not through the contractor, the rates shall be reduced by Rs. 2.00 per

cu.m

The rates given below are for hand-mixed concrete. In case mechanical mixer is employed

departmental at Government expense, the labour as well as through rates shall be decreased by

Rs. 4.00 per cum.

The rates given below are for non-vibrated concrete.

To the extent the plinth area of an inter floor remains within and upto 40 percent of the plinth area of

the main storey of the building immediately below the said inter-floor such an inter floor should be

regarded as mezzanine and if plinth area of the said inter-floor exceeds this limitting figure of 40 per

cent then the said inter-floor should be regarded for purposes of note (vi) above as a regular storey.

A mezzanine floor is not to be regarded as a separate additional storey in the structure for purposes

of allowing extra rate for concrete work under item no. 10.15. In the case of building storey having

such a mezzanine, therefore, the storey shall be considered for the full height ignoring the existence

of the mezzanine inter-floor.

The rates given below are for both cast-in-situ and precast work. The precast work includes the cost

of hoisting and fixing in position.

(b), (c) & (d) Deleted

The rates given in item no. 10.15 is for work done up to a height of 4 metres above plinth level

or upto the first storey roof top level which ever may be lower.

Deleted

Deleted

The rates for all items exclude the cost of steel reinforcement and form work/centring and shuttering

except for item No. 10.38, rate of which includes the labour and material for centring and shuttering

complete.

Deleted

Coarse sand for item No. 10.10 to 10.15, 10.25, 10.26, 10.27 & 10.38 shall be as per Punjab PWD

Specifications No.3.30.


(xvi)

(xvii)

(xviii)

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(xix)

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(xx)

(a)

(b)

(c)

(d)

(e)

Deleted

For foundation work and plinth beams @ 1.50sqm/cum

10 percent extra is payable on labour only for work in RCC slabs having inclination more than 25

degrees with the horizontal. Nothing extra shall be paid for lesser inclinations.

For estimate purposes cement contents may be taken as under (but payment will be made after

adjusting cement content as per mix design approved by the Engineer-in-charge) :-

For estimate purposes shuttering may be taken as under:-

For facia or any thin section @ 50kg/cum

For piles @ 30kg./cum.

For walls @ 90kg/cum

For M-35 grade concrete @ 475 kg. of cement per cum of concrete.



For M-25 grade concrete @ 425 kg. of cement per cum of concrete


For R.C.C. domes @ 10.00sqm/cum

For shelves @ 60kg/cum

For facia or any thin section @ 20.00sqm/cum

For R.C.C. domes @ 60kg/cum

For walls @ 13.00sqm/cum

For shelves @ 18.50sqm/cum

For estimate purposes steel reinforcement may be taken as under:-

For foundation @ 60kg/cum

For roof slab and door lintels @ 80kg./cum

For columns, beams @ 100kg/cum

For columns, beams, door lintels @ 8.00sqm/cum

For slabs @ 8.25sqm/cum


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

10.1

Cum. 31.00 115.00 38.00 121.00

10.2

Cum. 40.50 261.00 44.50 265.00

10.3

Cum. 40.50 285.00 44.50 290.00

10.4

Cum. 40.50 296.50 44.50 300.50

10.5 (a) Cement Concrete 1:8:16 with brick ballast

40mm gauge. Cum. 40.50 229.00 44.50 233.00

(b) Cement Concrete 1:8:16 with 40mm gauge

stone aggregate. Cum. 42.50 218.00 47.00 222.00

(c) Cement Fly Ash Concrete 1:3:5:16 (1

Ordinary Portland Cement : 3 Fly Ash : 5

Sand : 16 Brick Ballast 40mm gauge) Cum 40.50 227.00 44.50 231.00

(d) Cement-Fly Ash Concrete 1:3:5:16 (1


Sand : 16 stone Ballast 40 mm gauge) Cum 42.50 216.00 47.00 220.50

10.6 (a) Cement concrete 1:6:12 with brick ballast

40mm gauge. Cum. 40.50 255.00 44.50 259.00

(b) Cement Concrete 1:6:12 with 40mm gauge

stone aggregate. Cum. 42.50 244.00 47.00 248.00

(c) Cement-Fly Ash Concrete 1:2.5:3.5:12 (1

Ordinary Portland Cement : 2.5 Fly Ash : 3.5


(d) Cement-Fly Ash Concrete 1:2.5:3.5:12 (1


Sand : 12 Stone Ballast 40mm gauge) Cum 42.50 241.50 47.00 246.00

10.7 (a) Cement concrete 1:5:10 with brick ballast

40mm gauge. Cum. 40.50 276.00 44.50 280.00

(b) Cement concrete 1:5:10 with 40 mm gauge

stone ballast. Cum. 42.50 265.00 47.00 269.00

(c) Cement-Fly Ash Concrete 1:2:3:10 (1



Lime concrete 16:24:100 (0.16 Cum. Lime, 0.24

cum Surkhi, one cum brick ballast 30mm gauge)

Lime concrete 16:24:100 (0.16 Cum. Lime, 0.24

cum Surkhi, one cum brick aggregate 20mm

gauge)

Lime concrete 1:2:8 (0.13 Cum. Lime, 0.26 Cum.

Surkhi, one cum brick ballast 40mm gauge)

Description

Mud concrete with brick ballast 40mm gauge (in

hilly areas stone ballast 40mm gauge to be used

instead of brick ballast.

Sr. No. Unit Plains Sub-MOUNTAINOUS

2


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

DescriptionSr. No. Unit Plains Sub-MOUNTAINOUS

2



Sand : 10 Stone Ballast 40mm guage) Cum 42.50 263.00 47.00 267.00

10.8 (a) Cement Concrete 1:4:8 with brick ballast

40mm gauge. Cum. 40.50 307.00 44.50 311.00

(b) Cement-Fly Ash Concrete 1:1.5:2.5:8 (1



10.9

(a) 20mm gauge Cum. 42.50 307.00 47.00 312.00

(b) 40 mm gauge. Cum. 42.50 297.00 47.00 301.00

(c) Cement-Fly Ash Concrete 1:1.5:2.5:8 (1


Sand : 8 Stone Ballast 20mm gauge) Cum 42.50 305.50 47.00 310.00

(d) Cement-Fly Ash Concrete 1:1.5:2.5:8 (1


Sand : 8 stone Ballast 40mm gauge) Cum 42.50 295.00 47.00 299.00

10.10

Cum. 42.50 354.00 47.00 358.00

10.11

Cum. 42.50 447.00 47.00 451.00

10.12

10.13

Cum. 6.00 6.00 6.60 6.60

10.14

Cum. 52.00 456.00 57.00 462.00

10.15

Cum. 57.00 461.00 62.00 467.00

10.16

10.17

Extra over item 10.1 to 10.11 for plains and 10.1

to 10.8 for hills above when work is done in situ in

small quantities not exceeding 0.30 Cum. Per

block in situ such as staggered block arrows,

concrete block over inverted filters, bed plates

arches etc.

Cement Concrete 1:3:6 with stone ballast or

shingle.

Cement Concrete 1:4:8 with stone ballast of size.

Cement Concrete 1:2:4 with stone ballast or

shingle.

Deleted

Reinforced cement cocrete 1:2:4 hand mixed but

excluding steel reinforcement, centering and

shuttering in super structure.

Deleted

Deleted

Reinforced cement concrete 1:2:4 hand mixed but

excluding steel reinforcement, centering and

shuttering in foundation and plinth.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


2

10.18

10.19

10.20

10.21

10.22

10.23

Per

Bag - 48.46 - 48.46

10.24

10.25

Sqm. 7.60 44.00 8.40 44.50

10.26

Sqm. 5.85 28.00 6.40 28.50

10.26

(ii)

Sqm. 5.10 23.30 5.65 23.80

10.27

Sqm. 5.85 22.00 6.40 22.50

10.28 Cum. 5.85 77.00 6.40 78.00

10.29 Cum. 5.85 89.00 6.40 90.00

10.30

Sqm. 1.05 1.05 1.15 1.15

10.31

Sqm. 0.65 --- 0.70 ---

10.32 Sqm. 0.65 0.65 0.70 0.70

Supplying & Laying dry brick ballast.

Nicking cement concrete surface (Over 28 days

old including preparation and laying slurry).

Damp proof course 7.5 cm thick of cement

concrete 1: 2: 4 with two coats of bitumen 20/30

penetration at 1.65 kg per Sq.m. laid hot and

sanded.

Washing concrete surface, scrubbing with brushes

including preparing and laying slurry.

Nicking lime concrete surface .

Damp proof course 4 cm thick of cement concrete

1: 2: 4 with two coats of bitumen 20/30 penetration

@ 1.65 kg per Sq.m. laid hot and sanded.

Damp proof course 2.5 cm thick of cement

concrete 1 : 2 : 4 with two coats of bitumen 20/30

penetration @1.65 kg per Sqm. laid hot and

sanded.

Supplying & Laying dry brick bats.

Deleted

Deleted

Deleted

Deleted

Deleted

Add/subtract for using excess/less cement content

in designed concrete mix for variation of cement

content from that required for nominal cement

concrete 1:2:4.

Deleted

Damp proof course 4 cm thick of cement concrete

1:2:4 with water proofing compound as per

manufacturer guide lines.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


2

10.33

Sqm. 17.50 17.50 19.00 19.00

10.34

(i) Horizontal Sqm. 1.10 1.10 1.20 1.20

(ii) Glacis and crest Sqm. 2.20 2.20 2.40 2.40

(i) Horizontal Sqm. 0.90 0.90 1.00 1.00

(ii) Glacis and crest Sqm. 1.30 1.30 1.45 1.45

10.35 Sqm. 0.49 0.49 0.55 0.55

10.36 Cum. 54.00 54.00 59.00 59.00

10.37

10.38

(a) For wells plugged up to top. Cum. 87.00 491.00 93.50 497.50

(b) For well not plugged up to top. Cum. 192.00 596.00 198.50 602.50

10.39

10.40

Cum. 40.50 192.00 44.50 196.00

10.41

Cum. 40.50 211.00 44.50 215.00

10.42

Cum. 40.50 229.00 44.50 233.00

10.43

10.44 (a) Cement concrete 1:8:16 with brick ballast 20

mm gauge in foundation and plinth. Cum. 40.50 243.00 44.50 247.00

(a) Head works

Extra for grouting concrete between the grooves of

gates including labour for shuttering.

Plum cement concrete 1:8:16 with stone ballast

40mm gauge using 20% plum.

Deleted





Reinforced cement concrete work hand mixed

1:2:4 for well caps excluding steel reinforcement,

but including the cost of centring and shuttering

laid in position complete in all respects in

rectangular, square, polygonal, circular and all

elliptical wells.

Skipping concrete in wells.

Deleted

Preparing, watering and ramming surface for

laying concrete.

(b) Channels (Irrigation)

Preparing surface for inverted filters.

Deleted


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


2

(b) Cement concrete 1:8:16 with stone ballast 20




Sand : 16 Brick Ballast 20mm gauge) in

foundation and plinth. Cum 40.50 241.50 44.50 245.00



Sand : 16 Stone Ballast 20 mm gauge) in


10.45 (a) Cement concrete 1:8:16 with brick ballast 32


(b) Cement Concrete 1:8:16 with stone balast 32

mm guage in foundation and plinth. Cum. 42.50 221.00 47.00 225.00



Sand : 16 Brick Ballast 32mm gauge) in




Sand : 16 Stone Ballast 32mm gauge) in


10.46

Cum 6.00 6.00 6.00 6.00

10.47

Cum 20.00 20.00 20.00 20.00

10.48

Cum 3.00 3.00 3.30 3.30

10.49

Cum 2.00 2.00 2.20 2.20

10.50

Cum 3.00 3.00 3.30 3.30

Extra for mechanical mixer used by the contractor

at his own cost.

Extra for vibrator used by the contractor at his

own cost.

Extra for P.C.C. work done in subsequent storey

above the first storey upto height of 4 metres or

part thereof upto the roof top level of that storey.

Extra for R.C.C. work done above 4 metres height

(where any single storey exceeds 4 metres in

height) for every additional height of 2 metres or

part thereof.

Extra for R.C.C. work done in subsequent storey

above the first storey upto height of 4 metres or

part thereof upto the roof top level of that storey.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


2

10.51

Cum 2.00 2.00 2.20 2.20

10.52

Kg. --- 45.00 --- 45.00

10.53

(a) 200 mm dia piles. Metre --- 151.00 --- ---

(b) 250 mm dia piles Metre --- 169.00 --- ---

(c) 300 mm dia piles Metre --- 196.00 --- ---

(d) 400 mm dia piles Metre --- 232.00 --- ---

(e) 450 mm dia piles Metre --- 278.00 --- ---

(f) 500 mm dia piles Metre --- 330.00 --- ---

10.54

(a) 200 mm dia piles. Each --- 136.00 --- ---

(b) 250 mm dia piles Each --- 149.00 --- ---

(c) 300 mm dia piles Each --- 167.00 --- ---

(d) 400 mm dia piles Each --- 185.00 --- ---

(e) 450 mm dia piles Each --- 203.00 --- ---

(f) 500 mm dia piles Each --- 239.00 --- ---

Extra for providing under reamed bulb as per BIS

Specifications/Codes.

Extra for P.C.C. work done above 4 metres height

(where any single storey exceeds 4 metres in

height ) for every additional height of 2 metres or

part thereof.

Boring, providing and installing bored cast-in-situ

reinforced cement concrete pile of specified

diameter and length below the pile cap to carry a

safe working load not less than specified,

excluding the cost of concrete and steel

reinforcement (The rates of concrete and steel

reinforcement are to be taken for respective item

of chapter 10 & 18 respectively) but including the

cost of boring with manual auger (without

bentonite solution) and temporary casing of

appropriate length for setting out and removal of

same and the length of the pile to be embedded in

the pile cap etc. all complete as per BIS

Specifications/ Codes, including removal of

excavated earth with all lifts and leads. (Length of

pile for payment shall be measured upto bottom of

pile cap).

Extra for using admixure in designed mix concrete.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


2

10.55

(a) 200 mm dia piles. Metre --- 51.00 --- ---

(b) 250 mm dia piles Metre --- 51.00 --- ---

(c) 300 mm dia piles Metre --- 82.00 --- ---

(d) 400 mm dia piles Metre --- 114.00 --- ---

(e) 450 mm dia piles Metre --- 137.00 --- ---

(f) 500 mm dia piles Metre --- 156.00 --- ---

Note:- Rates of item No. 10.52 to 10.55 are based on September 2008.

Extra for using Bentonite slury with Bentonite

pump in case of unstable bore.


(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

(viii)

(ix)

(x)

(xi) (a) In case of basement, the masonry for basement floor, above the floor of basement, shall be

payable at the rates of the items of super-structure. For its foundation portion, allow Rs. 8.00

and Rs. 8.80 per cum. for plains and sub-mountainous area, respectively extra in the

foundation rates, for every additional depth of 4 metres or part there of.

Unless otherwise stated, the labour rates include the cost of rehandling of materials within 100

metres.

The rates for brick work done upto 1.5 metres height above the top of foundation concrete in case

of compound walls and in other Engineering works, is the same as for brick work in foundation and

plinth. In case of foundations of bridges, for those with ordinary open foundations, masonry above

top of foundation concrete and in case of well foundations, above top of well cap, for a height of 1.5

metres shall be paid for at the rate, appearing in schedule for masonry, in foundation and plinth.

Deleted

The Labour rate given in this chapter include the cost of water, tools and plants, scaffolding

(Labour & Materials) and cost of good earth for mud mortar and mud plaster, where ever required.

CHAPTER NO. 11

BRICK WORK

Notes :-

These rates are meant for small engineering works where the total quantity of Brick work does not

exceed 15 cu.m. and for all building works and boundry walls. The labour rates for large

engineering works except building works and boundry walls involving more than 15 cu.m. of brick

work shall be reduced by ten per cent and the through rates shall be reduced correspondingly.

Through rate for brick work with 2nd class Bricks will be reduced by Rs. 30/- per cu.m, than the

rates with first class Bricks for that item of work.

The labour rates as well as through rates include the cost of water. In case water is supplied free by

the department, rates will be reduced accordingly.

To the extent the plinth area of an inter floor called mezzanine remains within and upto 40 per cent

of the plinth area for the main storey of the building immediately below the said inter floor such an

inter floor should be regarded as mezzanine and if plinth area of the inter floor exceeds this limiting

figure of 40 per cent than the inter floor should be regarded for purpose of item No. 11.29 of this

chapter, as a regular storey. A mezzanine floor is not to be regarded as a separate additional storey

in the structure for purpose of allowing extra rate for brick work under item No. 11.29. In the case of

a building storey having such a mezzanine, therefore the storey shall be considered for the full

height as if ignoring the existence of the mezzanine inter floor.

The through rates, for the requisite mix of the mortar for item No. 11.73 and 11.74 can be arrived at

by adding Rs. 10.50 and Rs. 12.50 respectively for plains zone and Rs. 12.00 and Rs. 14.00

respectively for sub-montainous Zone to be the through rates of brick work in foundation and plinth,

of that mix.

Deleted


(b)

(xii)

(xiii)

(xiv)

(xv)

Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

11.1

Cum. 49.50 352.00 54.00 357.00

11.2

Cum. 70.00 372.00 77.00 379.00

11.3

Cum. 49.50 362.00 54.00 367.00

11.4

Cum. 70.00 382.00 77.00 389.00

11.5

Cum. 49.50 374.00 54.00 379.00

11.6

Cum. 70.00 394.00 77.00 401.00

11.7

Cum. 49.50 388.00 54.00 393.00

11.8

Cum. 70.00 409.00 77.00 416.00

11.9

Cum. 49.50 420.00 54.00 425.00

11.10

Cum. 70.00 440.00 77.00 447.00

The depth of foundation shall be deemed upto 1.5 metres below ground level. If the depth of

foundation where no basement is to be provided is more than 1.5 metres add Rs. 8/- and

Rs. 8.80/- per cu.m. for plains and submountainous area, respectively, in the rates of items

of foundation, for every additional depth of 4 metres or part there of.

2

First class burnt brick work laid in cement sand

mortar 1:5 in first storey upto 4 metres above

plinth level.


mortar 1:4 in foundation and plinth.





plinth level.


mortor 1:4 in first storey upto 4 metres above

plinth level.





plinth level.





plinth level.



Sr. No. Sub-MountionusDescription

For brick work under water, the pumping out of water shall be carried out departmentally.

Unit Plains

Regarding the payment of extra rate, for subsequent storey above ground level, the structure above

plinth level, on natural ground level, will be considered as first storey.

The work of brick masonry, in stone-dust (from crusher) shall only be done, with prior approval of

the competent authority and the rate of brick work in cement sand mortar increased by Rs. 5/- cum

correspondingly.

Ground hydrated lime shall be used in all items of brick work in lime mortar.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72

Sr. No. Sub-MountionusDescription Unit Plains

11.11

Cum. 70.00 491.00 77.00 498.00

11.12

Cum. 49.50 418.00 54.00 423.00

11.13

Cum. 70.00 439.00 77.00 446.00

11.14

Cum. 49.50 401.00 54.00 406.00

11.15

Cum. 70.00 421.00 77.00 428.00

11.16

Cum. 49.50 390.00 54.00 395.00

11.17

Cum. 70.00 411.00 77.00 418.00

11.18

Cum. 49.50 381.00 54.00 386.00

11.19

Cum. 70.00 401.00 77.00 408.00

11.20

Cum. 49.50 377.00 54.00 382.00

11.21

Cum. 70.00 397.00 77.00 404.00

First class burnt brick work laid in cement lime,

sand mortar 1:2:9 (One cement, two lime and

nine sand) in foundation and plinth.

First class burnt brick work laid in cement lime,

sand, mortar 1:2:9 (One cement, two lime and

Nine sand) in first storey upto 4 metres above

plinth level.

First class burnt brick work laid in lime surkhi,

mortar 1:2 ( One lime and two surkhi) in first

storey upto 4 metres above plinth level.


sand mortar 1:1:1 (One lime One surkhi, one

sand) in foundation and plinth.

First class burnt brick work laid in cement,

lime, sand mortar 1:1:6 (One cement, One

lime, and six sand) in first storey upto 4

metres above plinth level.


lime, sand, mortar 1:3:12 (One cement, three

lime and twelve sand) in foundation and

plinth.


lime, sand mortar 1:3:12 (One cement, three

lime and twelve sand) in first storey upto 4

metres above plinth level


lime, sand mortar 1:1:6 (One cement, One

lime, six sand) in foundation and plinth.



plinth level.


mortar 1:2 ( One lime and two surkhi)in

foundation and plinth.


sand mortar 1:1:1 (One lime, One surkhi one

sand) in first storey upto 4 metres above plinth

level.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


11.22

Sqm. 12.00 51.00 13.00 52.00

11.23

Cum. 44.00 289.00 48.50 294.00

11.24

Cum. 57.00 302.00 63.00 308.00

11.25

Cum. 64.00 327.00 71.00 333.00

11.26

Cum. 49.00 132.00 54.00 142.00

11.27

Cum. 57.00 223.00 63.00 229.00

11.28

Cum. 65.00 244.00 71.00 251.00

11.29 (a) Extra for additional storey upto 4

metres above the top of structural roof

of lower storey. Cum. 8.00 8.00 8.80 8.80

(b) Extra for brick work done above 4

meters (where any single storey

exceeds 4 metres in height) for every

additional height of 2 metres or part

thereof. Cum. 8.00 8.00 8.80 8.80

(c) Extra for 115mm thick brick walls for

additional storey upto 4 meters above

the top of structural roof of lower storey.

Sqm. 1.00 1.00 1.10 1.10

(d) Extra for 115mm thick brick work of

walls done above 4 meters (where any

single storey exceeds 4 meters in

height) for every additional height of 2

meters or parts thereof. Sqm. 1.00 1.00 1.10 1.10

11.30 (a) Extra for profile walls. Cum. 4.95 4.95 - -

Note : Deleted

First class burnt brick work laid in mud mortar

in foundation and plinth.


in first storey upto 4 metres above plinth level.


with Jibi face (Outer 5 cm.) laid in cement,

sand mortar 1:5 including striking of joints in

first storey upto 4 metres above plinth level.

Sundried brick work laid in mud mortar in first


Gilafi work with burnt bricks in the face and

sundried bricks in the interior, laid in mud

mortar including supply of mud mortar in first


Gilafi work as per item No. 11.27 with Jibi face

(outer 5cm laid in cement, sand mortar 1:5)

including striking joints.

115mm thick brick wall laid in cement, lime,

sand mortar 1:1:6 ( One Cement, one lime, six

sand) in superstructure upto 4 metres above

plinth level.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


(b) Extra for flared out walls of syphons,

super-passages, falls etc. Cum. 8.00 8.00 - -

11.31

Cum. 13.00 13.00 14.50 14.50

11.32

Cum. 65.00 137.00 72.00 144.00

11.33

(a) Upto 1.5 metres span Cum. 29.50 48.00 32.50 51.00

(b) more than 1.5 metres but upto 3 metres

span. Cum. 59.00 87.00 65.00 93.00

(c) more than 3 metres but upto 6 metres

span. Cum. 69.00 105.00 76.00 112.00

11.34

Sqm. 13.00 57.00 14.50 58.00

11.35

Sqm. 9.30 48.50 10.00 49.00

11.36

Sqm. 12.00 51.00 13.00 52.00

11.37

Sqm. 13.00 45.00 14.00 46.50

11.38

Sqm. 12.00 39.00 14.00 41.00

11.39

Sqm. 20.50 77.00 24.00 80.00

11.40

Metre 5.20 11.00 5.70 11.50

11.41

Metre 7.80 17.00 8.60 17.50

Providing first class burnt brick on edge drip

course at the junction of roof and walls in

cement sand mortar 1:4 including dressing of

bricks.

First class 115mm thick honey-comb burnt

brick work laid in cement sand mortar 1:4

First class 225mm thick honey-comb burnt

brick work laid in cement sand mortar 1:4

75 mm thick brick wall laid in cement sand

mortar 1:4 with every alternate course

reinforced with hoop iron in superstructure.

Extra for burnt brick work in square or

rectangular pillars in building.

Extra for burnt brick work in circular pillars

constructed with dressed bricks including cost

of dressing bricks

Providing 75mm first class burnt brick drip

course at junction of roof and walls laid in

cement sand mortar 1:4 including dressing of

bricks.

Extra for burnt brick work in arches including

cost of shuttering :-

115 mm thick brick wall with every fourth

course reinforced with hoop iron laid in 1 :4

cement sand mortar in super structure.

115 mm thick brick wall laid in cement mortar

1:4 without reinforcement in foundation and

plinth.

115 mm thick brick wall laid in cement sand

mortar 1:4 without reinforcement in super

structure.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


11.42

Cum. 138.00 856.00 152.00 869.00

11.43

Cum. 102.00 522.00 112.00 532.00

11.44

Cum. 112.00 788.00 123.00 800.00

11.45

Cum. 102.00 495.00 112.00 506.00

11.46

Cum. 112.00 742.00 123.00 754.00

11.47

Cum. 10.50 10.50 11.50 11.50

11.48

Cum. 18.50 18.50 20.00 20.00

11.49

Sqm. 19.00 51.00 20.50 53.00

11.50

Sqm. 19.00 53.00 20.50 55.00

11.51

Sqm. 17.00 49.50 19.00 51.00

Reinforced brick work in lintels 1:3 (50 kg.

cement 0.1 cum Course sand) including

shuttering and reinforcement upto 64kg per

cum.

First class brick tile masonary with 30.48

cm.x15.24cmx5.08cm tiles in cement sand


plinth level.

Note :- Deleted

Extra for brick tile masonry in square or

rectangular pillars.

Tile facing with 22.86 cmx11.43cmx3.81cm tile

laid in cement sand mortar 1:4 in first story

upto 4 metres above plinth level without steel

reinforcement.

Tile facing with 22.86 cmx11.43cmx3.81cm

tiles laid in cement sand mortar 1:4 in first

story upto 4 metres above plinth level with

steel reinforcement.

Brick and tile jali 11.43 cm x 15.24 cm thick

alternate layers laid in cement sand mortar 1:4

using 22 numbers bricks and 18 Nos. tile

30.48 cm x 15.24 cm x 5.08 cm.

Extra for brick tile masonry in additional storey

upto 4 metres above the top of structural roof

of lower storey.

First class brick tile masonry with 22.86cm. x

11.43cm x 3.81cm tiles in cement sand mortar

1:4 in first storey upto 4 metres above plinth

level.

First class brick tile masonary with

30.48cmx15.24cmx5.08cm tiles in cement

sand mortar 1:6 in first storey upto 4 metres

above plinth level.

First class brick tile masonry with 22.86cm. x

11.43cmx 3.81cm tiles in cement sand mortar

1:6 in first storey upto 4 metres above plinth

level.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


11.52

Sqm. 20.50 59.00 22.50 61.00

11.53

Sqm. 19.50 62.00 21.50 64.00

11.54

Sqm. 1.55 1.55 1.70 1.70

11.55

Sqm. 23.00 61.00 25.00 64.00

11.56

Sqm. 41.50 101.00 45.50 105.00

11.57

Sqm. 30.00 108.00 33.50 111.00

11.58

Sqm. 30.00 128.00 33.00 131.00

11.59

Sqm. 31.00 57.00 34.00 61.00

11.60

Metre 17.00 29.50 19.00 31.50

11.61

Metre 8.50 15.50 9.30 16.00

Tile on edge jali 5 cm thick laid in cement sand

mortar 1:4 reinforced with hoop iron 18 gauge

(1.25 mm) 25mm wide at every course using

19 numbers tiles 30.48cm x 15.24cm x

5.08cm.

Dressed or moulded three brick cornice laid in

cement sand mortar 1:4 including 12mm thick

cement plaster 1:4 or pointing as required.

Extra for tile facing in additional storey upto 4

metres above the top of structural roof of the

lower storey.

Brick jali with 22.86cm x 11.43cm thick


using 58 number bricks.

Brick and brick tile jali with 22.86cm x 11.43cm

thick alternate layers laid in cement sand

mortar 1:4 using 30 numbers bricks and 30

numbers brick tiles 22.86cm x 11.43cm x

3.81cm.

Tile jali 15.24cm thick laid in cement sand

mortar 1:4 using 46 numbers tiles 30.48cm x

15.24cm x 5.08cm.

V-shaped brick jali in 22.86 cm thick walls laid

in cement sand mortar 1:6 finished with 12mm

thick cement sand plaster 1:6 including making

straight edges with plaster.

Brick and tile jali with 22.86cm x 30.48cm thick


using 31 numbers bricks and 48 number tiles

30.48cm x 15.24cm x 5.08cm.

Tile jali with 22.86cm x 30.48cm thick


using 90 number tiles 22.86cm x 11.43cm x

3.81cm and 37 numbers tiles 30.48cm x

15.24cm x 5.08cm.

Dressed or moulded two brick cornice laid in




Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


11.62

Metre 4.15 6.80 4.55 7.20

11.63

Metre 3.90 9.40 4.30 9.80

11.64

Each 9.30 14.50 10.50 15.50

11.65 100

Nos

36.50 36.50 40.00 40.00

11.66 Each 0.90 1.60 0.95 1.70

11.67 Cum. 21.00 21.00 23.00 23.00

11.68

Cum. 27.00 27.00 29.50 29.50

11.69

Cum. 20.50 20.50 22.50 22.50

11.70

Sqm. 19.50 19.50 21.50 21.50

11.71

Cum. 123.00 5,509.00 135.00 5,522.00

11.72

Cum. 23.50 23.50 25.50 25.50

11.73

Cum. 60.00 --- 66.00 ---

11.74

Cum. 62.00 --- 68.00 ---

Dressing, chamfering of bricks to required

shape in masonry work.

Replacing kallar eaten bricks.

Labour for brick work laid dry in walls

Dressed or moulded one brick cornice laid in



Corbelling around almirah including 12mm

thick cement plaster 1:6

Maroo-corners making from first class burnt

bricks and fixing in position with cement sand

mortar 1:4

Extra for specially moulded radiated work in

arches of egg-shaped sewers circular barrels

and similar drainage works excluding cost of

centring and moulds.

Extra for specially moulded brick work in

circular work such as well shafts circular

sumps, pump chambers etc. in which specially

moulded or cut bricks have to be used but for

which no centring or supports are required

upto 4.5 metre internal diametre.

First class burnt brick masonry in well steining

of circular wells.

Chiselling sides of head regulator and others

brick works to increase gullet width.

Fire brick work in lining of fire-places, flues etc.

(excepting chimney -shafts)

Pise work (Mud walling) including the cost of

earth, water and laying the earth into shape,

pruning and scraping, complete in all respects.

First class burnt brick masonry in well steining

of square, rectangular or ploygonal wells.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


11.75

Metre 2.85 7.70 3.10 8.00

11.76

Sqm 12.10 41.50 13.30 42.70

11.77

(i) Cement Sand Mortar 1:7 Cum 49.50 352.00 54.00 357.00

(ii) Cement Sand Mortar 1:6 Cum 49.50 362.00 54.00 367.00

(iii) Cement Sand Mortar 1:5 Cum 49.50 374.00 54.00 379.00

(iv) Cement Sand Mortar 1:4 Cum 49.50 388.00 54.00 393.00

(v) Cement Sand Mortar 1:3 Cum 49.50 420.00 54.00 425.00

11.78

(i) Cement Sand Mortar 1:7 Cum 70.00 372.00 77.00 379.00

(ii) Cement Sand Mortar 1:6 Cum 70.00 382.00 77.00 389.00

(iii) Cement Sand Mortar 1:5 Cum 70.00 394.00 77.00 401.00

(iv) Cement Sand Mortar 1:4 Cum 70.00 409.00 77.00 416.00

(v) Cement Sand Mortar 1:3 Cum 70.00 440.00 77.00 447.00

(vi) Cement Sand Mortar 1:2 Cum 70.00 491.00 77.00 498.00

11.79

Sqm 13.00 57.00 14.50 58.00

11.80

Sqm 9.30 48.50 10.00 49.00

First Class burnt clay Fly Ash Brick work laid in

cement sand mortar in foundations and plinth

First Class brunt clay Fly Ash brick work laid in

cement sand mortar in first storey upto 4

metres) above plinth level.

115mm thick clay fly ash brick wall with every

fourth course reinforced with hoop iron laid in

cement sand mortar 1:4 in super structure.

115mm thick clay fly ash brick wall laid in

cement sand mortar 1:4 without reinforcement

in foundation and plinth.

Providing 5.55cm brick daily facing with brick

size 22.86cm x 5.55cm x 6.83cm to be

obtained after cutting from full brick size of

22.86cm x 11.11cm x 6.83cm laid in cement

sand mortar 1:3 on RCC lintels, beams, facia

etc.

76mm thick brick architrave to windows and

ventilators 115mm projected laid in cement

sand mortar 1:4 including 12mm thick cement

plaster 1:4


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


11.81

Sqm 12.00 51.00 13.00 52.00

11.82

Sqm 12.00 39.00 14.00 41.00

11.83

Sqm 20.50 77.00 24.00 80.00

115mm thick clay fly ash brick wall laid in

cement sand mortar 1:4 without rainforcement

in super structure.

First Class 115mm thick honey-comb burnt

clay fly ash brick work laid in cement sand

mortar 1:4.

First Class 225mm thick honey-comb burnt

clay fly ash brick work laid in cement sand

mortar 1:4.


(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

12.1

Cum. 1082.00 1227.00 1190.00 1325.00

12.2

Cum. 1082.00 1204.00 1190.00 1302.00

12.3

Cum. 744.00 923.00 818.00 988.00

12.4

Cum. 744.00 881.00 818.00 946.00

12.5

Cum. 714.00 893.00 786.00 956.00

12.6

Cum. 714.00 852.00 786.00 914.00

CHAPTER NO. 12

STONE MASONRY

Notes :-

Sr. No. Unit Plains

The labour as well as through rates for item nos. 12.11, 12.12, 12.13, 12.16 to 12.24, 12.28 to 12.33

are applicable when quarried stone is used. When work is built with small boulders or with stone

obtained by breaking large boulders, the above rates will be increased by Rs. 30.00 per cum on

account of extra labour involved in dressing.

The through rate of the stone masonry, include the cost of stone at the site of work irrespective of

the distance from the source, but stone masonry will normally be constructed in such area, where

stone is available locally, or in the vicinity of the site of the work. Variations in actual lead in such

cases will be taken care of, by premium/abatement over the schedule rates. Where, however stone

is not available near at hand but has to be brought from long distances, item of stone masonry

should not be specified, and if, some work has to be constructed in stone due to very special

reasons, extra provision for carriage of stone should be made in the estimates.

If pumping is required in wet stone masonry work, it will be done departmentally.

Description Sub-Mountionus

The labour rates include the cost of water, tools and plant, labour and materials for scaffolding and

centring and shuttering wherever required and cost of good earth for mud mortar where required.

Unless otherwise stated, the labour rates include the rehandling of materials within 100 metres.

The rates include the cost of water. Where the water is supplied free by the Department, rates shall

be decreased accordingly.

The labour rates including the cost of dressing stones according to the relevent PWD Specifications.

Rustic ashlar in cement mortar (1:6) upto 6


2

ASHLAR MASONRY

Fine ashlar in cement mortar (1:3) up to 6 metres

above plinth level.

Fine ashlar in cement mortar (1:6) up to 6 metres

above plinth level.

Rough tooled bastard ashlar in cement mortar

(1:3) up to 6 metres above plinth level.

Rough tooled or bastard ashlar in cement mortar

(1:6) up to 6 metres above plinth level.

Rustic ashlar in cement mortar (1:3) upto 6



Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

Sr. No. Unit Plains Description Sub-Mountionus

2

12.7

Cum. 18.00 18.00 19.00 19.00

12.8

Cum. 62.00 68.00 68.00 75.00

12.9

Cum. 1597.00 1742.00 1757.00 1892.00

12.10

Cum. 1597.00 1729.00 1757.00 1879.00

12.11Cum. 551.00 719.00 606.00 764.00

12.12

Cum. 551.00 702.00 606.00 748.00

12.13

Cum. 551.00 691.00 606.00 736.00

12.14

Cum. 13.00 13.00 14.50 14.50

12.15

Cum. 57.00 61.00 63.00 67.00

12.16

Cum. 157.00 342.00 172.00 349.00

12.17

Cum. 157.00 321.00 172.00 328.00

12.18

Cum. 157.00 308.00 172.00 314.00

12.19

Cum. 133.00 203.00 146.00 208.00

12.20

Cut stone work in cornices, string courses, etc. in

cement mortar 1:4.

Extra for above items for every additional storey of

height upto 4 metres above the top of structural

roof of lower storey.

Block in course upto 4 metres above plinth level in

cement mortar 1:4

Squared rubble masonry coursed (coursed rubble)

in foundations, plinth and superstructure laid dry.




Add extra for arch work including centring and

shuttering.

Squared or Rectangular Pillars of Rubble

Masonry


in foundations and plinth in cement mortar 1:4






in foundations and plinth in mud mortar

Extra for arch work including centring and

shuttering.

Cut stone work in cornices, string courses, etc. in

cement mortar 1:3.


cement mortar 1:5


cement mortar 1:6

Block in Course Rubble Masonry


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


2

(a) Where building stone is specially arranged

by the contractor. Cum. 96.00 167.00 106.00 152.00

(b) Where stone is available within 100 metres

from rock cutting already done. Cum. 97.00 - 106.00 -

(c) Where stone is available within 100 metres

from dismantled or failed structure.

Cum. 71.00 - 78.00 -

12.21

Cum. 174.00 359.00 191.00 367.00

12.22

Cum. 174.00 338.00 191.00 347.00

12.23

Cum. 174.00 324.00 191.00 333.00

12.24

Cum. 141.00 211.00 155.00 216.00

12.25

Cum. 27.00 27.00 29.50 29.50

12.26

Cum. 14.00 14.00 15.00 15.00

12.27

Cum. 62.00 66.00 68.00 73.00

12.28

Cum. 133.00 276.00 146.00 280.00

12.29

Cum. 133.00 285.00 146.00 290.00

12.30

Cum. 133.00 297.00 146.00 301.00

Squared rubble masonry uncoursed or built to

courses in foundations and plinth in cement

mortar 1:4 to a pattern if specified.




Random Rubble Masonry




Extra for arch work including centring and

shuttering.

Random rubble masonry or polygonal rubble

masonry (Kentish Rag) or random or polygonal

rubble built to courses in foundations and plinth in

cement mortar 1:8


masonry (Kentish Rag) or random or a polygonal


cement mortar 1:7

Add for work in super structure up to 4 metres

above plinth level.





courses in foundations and plinth in mud mortar

to a pattern if specified.




cement mortar 1:6.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


2

12.31

Cum. 86.00 157.00 95.00 156.00

12.32

(a) Where building stone is specially arranged

by the contractor. Cum. 89.00 159.00 97.00 159.00

(b) Where stone is available within 100 metres

from rock cutting already done. Cum. 54.00 59.00

(c) Where stone is available within100 metres

from dismantled or failed structure. Cum. 80.00 - 88.00 -

12.33

Cum. 133.00 320.00 146.00 314.00

12.34

Cum. 86.00 153.00 95.00 153.00

12.35

Cum. 27.00 27.00 30.00 30.00

12.36

Cum. 11.00 11.00 12.00 12.00

12.37

(a) Quartezite stone 2-3 faces cum. of

masonry

45.00 - 49.50 -

(b) Quartezite stone 4-5 faces cum. of

masonry73.00 - 81.00 -

(c) Sand stone 2-3 faces cum. of

masonry37.00 - 41.00 -

(d) Sand stone 4-5 faces cum. of

masonry59.00 - 65.00 -

12.38 sqm. of

face

area

14.00 - 15.50 -

12.39 sqm. of

dressed

area

61.00 - 67.00 -




Rough hammer dressing of boulders :-

Hammer dressing of stone for face work

Fine chisel dressing (three-line dressing) of

stones.




mud mortar



rubble built to courses in foundations and plinth

and superstructure laid dry.

Boulder masonry in cement mortar (1:6) in

foundations and plinth.

Boulder masonry in mud mortar in foundations

and plinth.

Add for work in super structure 4 metres above

plinth level.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


2

12.40 sqm. of

dressed

area

32.50 - 36.00 -

12.41 sqm. of

dressed

area

23.00 - 25.50 -

12.42

Cum. 33.50 - 37.00 -

12.43 Cum. 14.00 46.00 15.50 47.00

12.44

Sqm. - - 50.50 307.00

12.45

Sqm. - - 49.00 293.00

12.46

Sqm. - - - 31.40

12.47

Sqm. - - - 64.00

Deduct from rate of item no. 12.44 and 12.45 if

chil wood is used instead of deodar.

Walling 12.5cm thick deodar framing unwrought

with stone in cement mortar 1:6 with plaster and

white washing but including treatment of frame

work for plastering.

Walling 12.5cm thick deodar framing unwrought

with stone in mud mortar without plaster and

without white washing but including treatment of

frame work for plastering.

Deduct from rate of item no. 12.44 and 12.45 if

kail wood is used instead of deodar.

Stone filling behind retaining walls.

Ordinary chisel dressing (two-line dressing) of

stones.

Rough tooled dressing (one-line dressing) of

stones.

Dry stone masonry for work of purely temporary

nature (excluding dressing)

DHAJJI WALLING


(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

13.1 Cum. 70.00 70.00 77.00 77.00

13.2 Cum. 95.00 95.00 104.00 104.00

13.3 Cum. 56.00 56.00 62.00 62.00

13.4

Cum. 85.00 85.00 93.00 93.00

13.5Cum. 66.00 66.00 72.00 72.00

13.6

Cum. 42.00 42.00 46.50 46.50

13.7

Cum. 193.00 193.00 212.00 212.00

13.8 Qtl. 16.00 16.00 17.00 17.00

13.9

Qtl. 31.50 31.50 35.00 35.00

CHAPTER NO. 13

HOISTING AND ROOFING

Notes :-

Sr.

No.

Unit Plains Sub-Mountainous

Region

Description

Unless otherwise stated, the labour rates include handling of material within 100 metres.

The rates for hoisting are for heights upto 4 metres above plinth. For every additional 4 metres

height or part thereof, add 10 per cent on item Nos. 13.1 to 13.5 and add 20 per cent on item Nos.

13.6 to 13.9.

For item No. 13.9 for bridge girders having spans more than 15 metres, special rates will be

worked out and paid for on the merits of each case.

The rates for item Nos. 13.62 to 13.69 exclude the cost of beading and frame work for base which

is to be paid for separately.

The rates given are for single storey. For every additional storey of 4 mtr. or part add Rs. 0.30 per

sqm. for item No. 13.11, 13.13, 13.14 and 13.17.

Hoisting R.C.C battens and placing in position.

Hoisting R.C.C lintel and placing in position.

2

Hoisting wooden trusses and placing in

position.

Hoisting R.S joists and placing in position.

Hoisting steel roof trusses, plate girders of any

span for buildings and plate and trussed girders

for bridges up to 15 metres span.

The rates for hoisting are not to be paid over and above the rates for manufacture of beams

battens, etc., as given in other chapters as these rates already include hoisting charges.

The labour rates given in this chapter include the cost of water, tools and plant, scaffolding (Labour

and meterial) and cost of good earth for mud mortar and mud plaster wherever required.

Hoisting R.C.C shelves and placing in position.

Hoisting R.C.C bed plates and placing in

position.

Hoisting wooden battens and placing in

position.

Hoisting wooden beams and placing in position.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

Sr.

No.


Region

Description

2

13.10

Qtl. 60.00 60.00 66.00 66.00

13.11

Sqm. 25.50 65.00 28.00 68.00

13.12

Sqm. 9.90 21.00 11.00 22.00

13.13

Sqm. 18.00 51.00 19.50 53.00

13.14

Sqm. 23.00 63.00 25.50 65.00

13.15

Sqm. 5.30 38.00 5.90 38.50

13.16Sqm. 6.50 40.50 7.00 41.00

13.17

Sqm. 5.10 34.00 5.60 34.50

Terracing consisting of tiles 22.86 cm x 11.43

cm x 3.81 cm laid over 25mm mud plaster, 75

mm mud filling on another layer of 25 mm mud

plaster including two coats of bitumen laid hot

@ 1.65 Kg. per Sqm. on top of R.C.C slab

including grouting with cement sand mortar 1:4

and top surface to be left clean after wire

brushing etc.

Tile terracing laid dry over roof consisting of one

layer of tiles 22.86 cm x 11.43 cm x 3.81 cm

including grouting with cement sand mortar 1:4

top surface to be left clear after wire brushing.

Roofing consisting of 5cm thick precast cement

concrete 1:2:4 tiles laid in position with cement

sand mortar 1:3 over R.CC battens 0.6 metre

apart excluding cost of R.C.C battens but

including 4 cm thick screed of cement concrete

1:4:8 over tiles 2 coats of bitumen @ 2.34 kg.

per sqm., 25 mm mud plaster. 7.5cm mud,

another layer of 25mm mud plaster filling space

between battens over beams with cement

concrete (1:3:6) blocks in cement mortar 1:3 and

cement pointing 1:2 on the underside of tiles.

Thatching 15cm thick including bamboo frame

and matting excluding the cost of purlins.

Second class mud roofing consisiting of one layer of

tiles 30.48 cm x 15.24 cm x 5.08 cm laid in cement

mortar 1:3 including 6 mm thick cement plaster 1:4 on

top with two coats of bitumen painting @2.63kg. per

Sqm. covered with 10cm of mud and two layers of 25

mm mud plaster with Gobri leeping on top and cement

plaster 1:4 on parapet between tiles and drip course,

1:2 cement pointing under side of tiles and filling of

spaces between the battens.

Third class mud roofing consisting of two layers of

sirki and sarkanda covered with 12.5 cm mud and

mud plaster with gobri leeping on top.

Assembling at site and hoisting and placing in

position tubular trusses, complete with

accessories such as purlins, bracings,

longitudinal ties, truss shoes, purlin clips and

other truss components complete in all respects.

Roofing

Thatching 23cm thick including bamboo frame

and matting excluding the cost of purlins.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

Sr.

No.


Region

Description

2

13.18

Sqm. 4.80 127.00 5.30 128.00

13.19

Sqm. 6.60 80.00 7.30 80.00

13.20

Sqm. 6.60 85.00 7.30 86.00

13.21

Metre 10.50 56.00 11.50 57.00

13.22

Metre 10.50 60.00 11.50 61.00

13.23

Metre 2.85 69.50 3.15 70.00

13.24

Metre 3.65 76.00 4.00 76.50

13.25

Metre 3.45 48.50 3.80 49.00

13.26

Each 4.15 37.50 4.55 38.00

13.27

Each 4.15 37.50 4.55 38.00

Ridges and valleys 45 cm over all, in plain

G.I sheet, 22 S.W.G (0.80 mm) fixed with

galvanised iron J and L hooks 10 mm dia G.I

limpet and bitumen washer complete.

Providing and fixing asbestos cement semi -

corrugated sheet ridge, final in the ridge.

Corrugated asbestos sheet roofing 7mm

thick sheets fixed with G.I. hooks and bolts,

limpet and bitumen washers complete, fixed in

position, excluding the cost of purlins, rafters

and trusses.

Corrugated G.I. sheet roofing 22 SWG (0.80

mm) fixed with galvanised iron J or L hooks 10

mm dia G.I., limpet and bitumen washers

complete, excluding the cost of purlins, rafters

and trusses.

Semi-corrugated asbestos sheet roofing

7mm thick sheet fixed with G.I hooks and bolts

limpet and bitumen washers complete, fixed in

position excluding the cost of purlins, rafters and

trusses.

G.I sheet Gutters, 22 S.W.G (0.80 mm) semi-

circular 15cm diameter including fixing with

clamps and making connection with rain water

pipes.

Asbestos cement ridges fixed with galvanised

iron J and L hooks 100mm dia, G.I. plain and

bitumen washers complete.

Asbestos cement valley gutters 45cm x

12.5cm x 15cm size fixed with galvanised iron

J and L hooks 10mm dia, and flat iron clamps

25mm x 3mm size, G.I plain and bitumen

washers including asbestos rope and plastic

compound in joints complete.

Providing and fixing asbestos cement corrugated

ridge final in the ridge.


and semi corrugated apron-piece with crank

bolts in position etc. complete.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

Sr.

No.


Region

Description

2

13.28

Metre 2.60 32.50 2.85 33.00

13.29

Metre 2.60 32.50 2.85 33.00

13.30

Metre 2.10 7.00 2.30 7.30

13.31

Metre 2.60 99.50 2.85 100.00

13.32

Each 3.10 13.50 3.40 14.00

13.33

Pair 6.20 37.00 6.80 37.50

13.34

Metre 7.80 40.00 8.50 40.50

13.35

Metre 3.00 35.50 3.20 36.00

13.36

Each 3.65 27.00 4.00 27.50

13.37

Each 4.60 27.50 5.00 28.00

13.38

Each 6.50 39.50 7.20 40.50

13.39

Each 4.60 27.00 5.00 27.00

13.40

Each 6.70 25.50 7.30 26.00

Providing and fixing asbestos cement rain-

water pipes 100mm dia, with M.S holder

clamps fixed on wall face with cement mortar

1:4 complete.

Embedding asbestos cement 100mm dia, rain-

water pipes in cement mortar during masonry

work.

Providing and fixing asbestos cement plain bend

100mm dia in position with gutter etc.

Providing and fixing asbestos cement

expansion joints for semi-corrugated sheets

fixed with 16mm dia G.I bolts with bitumen and

G.I. washers etc., complete.

Providing and fixing asbestos cement semi-

corrugated and corrugated sheet North light

curves with asbestos sheet roofing and purlins

etc.


sheet eaves filler piece in position etc. complete.

Providing and fixing asbestos cement semi-

corrugated sheet eaves filler piece in position

etc. complete.

Providing and fixing asbestos cement expansion

joints for North light curves etc.,

Providing and fixing union clips in gutters of

asbestos cement sheet roofing etc. complete

Providing and fixing asbestos cement swan

neck 100mm dia in position with asbestos

cement pipe.

Providing and fixing asbestos cement expansion

joints for ridge, etc., complete.

Providing and fixing asbestos cement

hexagonal rain-water head 33cm x 24 cm for

asbestos cement pipe in position.

Providing and fixing asbestos cement shoe for

asbestos cement rain-water pipe in position.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

Sr.

No.


Region

Description

2

13.41

Metre 7.80 75.50 8.50 76.00

13.42

Each 3.50 37.00 3.85 37.00

13.43

Each 3.50 39.00 3.85 39.50

13.44

Metre 2.45 69.50 2.65 70.00

13.45

Each 2.90 10.00 3.20 10.50

13.46

Each 4.40 32.00 4.85 32.50

13.47

Each 4.40 26.00 4.85 26.50

13.48

Each 4.40 23.00 4.85 23.50

13.49

Each 19.00 30.50 21.00 32.50

13.50

Metre 5.25 10.50 5.80 10.50

Khurra on roof as per item 13.43 with G.I spouts

and fixing in position.

Providing and fixing cast iron 100mm dia,

rain water pipe with screw and wooden plugs

fixed on wall-face, including filling joints with

spun yarn and cement mortar 1:2 excluding

head and shoe etc.

Providing and fixing cast iron head for rain

water pipe on wooden plugs fixed on wall-face

including filling the joints with spun yarn and

cement mortar 1:2.

Providing and fixing cast iron shoe for rain

water pipe on wooden plugs fixed on wall face

including filling the joints with spun yarn and

cement mortar 1:2.

Khurra on roof as per item 13.43 with A.C

spouts and fixing in position.

Khurra on roof as per item 13.43 with C.I spouts

and fixing in position.

Khurra on roof as per item 13.43 with RCC 1:2:4

precast rain water spouts.

Embedding 100mm dia C.I. rain water non

pressure I.S.I. mark pipe in cement mortar

during masonry work.

Top khurra 0.6m x 0.6m for rain water pipe in

25mm thick cement concrete 1:2:4 over 50mm

thick cement concrete 1:8:16.

Reason : The cost of pipe has been taken as Rs.

267.93 including all material of fitting etc. and

total rate works out to Rs. 270.00 & Rs. 271.00

per Metre for plains and sub-mountinous Region

respectively but the rate of pipe including fitting

material is for 4 Metre length when it is divided

by 4 than rate works out to Rs. 66.98 per Metre

and by adding labour over all works out to be

Rs. 69.50 and Rs. 70.00 per Metre for both the

region respectively.

Khassi parnala 12.5 m.m. thick in cement

mortar 1:2 (35cm) out side width and up to 4.25

m.m. height.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

Sr.

No.


Region

Description

2

13.51

Each 12.00 61.00 13.00 62.00

13.52

Sqm. 12.00 12.50 13.00 13.50

13.53

Qtl. 59.00 381.00 65.00 387.00

13.54 Sqm. 0.38 2.70 0.42 2.70

13.55

Metre 2.60 5.60 2.80 5.80

13.56

Sqm. 2.80 38.50 3.10 39.00

13.57

Cum. 19.50 69.00 21.50 71.00

13.58

Metre 1.90 6.20 2.00 6.50

13.59

Metre 1.90 7.30 2.10 7.50

13.60

Metre 1.90 8.30 2.10 8.50

13.61

Sqm. 18.50 102.00 20.50 104.00

13.62

Sqm. 18.50 150.00 20.50 152.00

Cement concrete 1:2:4 gola 10 cm. x 10 cm.

quardrant along junction of roof with parapet

wall finished smooth, where specially specified.

Providing and laying four courses of water

proofing treatment with bitumen felt over roofs

consisting of first and third courses of blown

type bitumen grade 85/25 applied hot @1.20kg

per sqm. of area for each course, second course

on roofing felt type 3 grade-I (Hessian base self

finished bitumen felt) and fourth and final course

of stone grit 6m.m. and down size or pea-sized

grit spread at 0.006 cu.m. per sq.m. including

preparation of surface complete.

Supplying and filling cinder on roof (1st Storey)

including light ramming.

Deodar wood beading 50 m.m. x 12.5m.m.

including fixing in position etc. complete

CEILINGS

Bottom Khurra on ground 1.2m. x 0.6m.

consisting of brick on-edge laid in cement

mortar 1:3 over 75mm cement concrete 1:8:16

including 12.5m.m. thick cement plaster 1:3


including fixing in position etc. complete.


including fixing in position etc. complete.

Deodar wood plank ceiling 12.5m.m. thick

tongued and grooved planking.

Extra for bitumen painting @0.69 Kg. per Sqm.

Laying 10 cm. earth and two coats of 25m.m.

mud plaster with gobri leeping on top including

two coats of bitumen painting @1.65kg. Per

Sqm.

Applying bitumen on roofs including heating and

carriage to roof.

Deodar wood plank ceiling 20m.m. thick

tongued and grooved planking.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

Sr.

No.


Region

Description

2

13.63

Sqm. 18.50 132.00 20.50 134.00

13.64 Sqm. 4.00 22.50 4.40 23.00

13.65 Sqm. 4.00 12.80 4.40 13.20

13.66 Sqm. 3.15 57.00 3.50 58.00

13.67

Sqm. 4.70 58.50 5.10 59.00

13.68

Sqm. 3.40 102.00 3.80 103.00

13.69

Sqm. 84.00 235.00 92.00 244.00

Providing and fixing 5 m.m. thick asbestos sheet

ceiling.

Providing and fixing 12.5 m.m. thick insulation

perforated board (such as celetex, Treetex etc.)

ceiling.

Plaster of pairs ceiling 12.5m.m. thick

consisting of 12.5m.m. thick panels of plaster of

paris reinforced with hessian cloth fixed to under

side of deodar wood cradling of specified design,

solignum painted (two coats) including cost of

fixing in position all materials, etc.

Kail wood plank ceiling 20m.m. thick tongued

and grooved planking.

Providing and fixing Dasuty cloth ceiling.

Providing and fixing hessian cloth ceiling.

Providing and fixing plywood ceiling.


(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

(viii)

Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

14.1

Sqm. 4.30 27.00 4.75 27.00

14.2

Sqm. 1.65 3.80 1.80 4.00

14.3

Sqm. 7.90 18.00 8.70 19.00

14.4

Sqm. 7.90 24.00 8.70 25.00

14.5

Sqm. 7.90 28.00 8.70 29.00

14.6

Sqm. 12.00 45.00 13.50 46.00

Conglomerate floor 50mm thick cement concrete

topping 1:2:4.


1:2:4 on 100mm thick cement concrete 1:8:16

and 100mm sand or stone filling.

2

CHAPTER NO. 14

FLOORING AND DADOS

Notes :-

Coarse sand (fine aggregate) for 1:2:4 concrete in item of conglomerate, polished and terrazo

flooring shall be as per Punjab PWD Specifications No.3.30.

Unless otherwise stated, the labour rates include the handling charges of materials within 100

metres.

The rates include the cost of water. Where the water is supplied free by department, the rates shall

be decreased accordingly.

The rates given are for ground floor, for every additional storey add Rs. 0.30 per sqm.

The labour rates given in this chapter include the cost of water, tools and plants and cost of good

earth for mud mortar and mud plaster wherever required.

Sr. No. Unit Plains

For square and rectangular columns, enhance the labour rate for item No. 14.28 to 14.32 by 33.3 per

cent. For round and eliptical columns, enhance the labour rates for the item No. 14.28 to 14.32 by

100 per cent. The through rates are to be increased accordingly.

Risers of stair-case are to be paid as per skirting or dado rates while treads and landings are to be

paid as per flooring rates of similar specifications.

The rates for rubbing and polishing to granolithic finish are for rubbing & polishing to granolithic

grenite finish.

Sub-mountainous

Region

Description

Base course of floor consisting of 100mm thick

cement cocrete 1:8:16 and 100mm sand filling.

Floating coat of 1.5 mm thick neat cement laid in

one operation to the topping.


topping 1:2:4.


topping 1:2:4.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72

Sr. No. Unit Plains Sub-mountainous

Region

Description

14.7

Sqm. 12.00 51.00 13.50 52.00

14.8

Sqm. 12.00 55.00 13.50 56.00

14.9

Sqm. 2.55 12.00 2.80 12.50

14.10

Sqm. 2.55 10.00 2.80 10.50

14.11

14.12

Sqm. 13.00 49.00 14.00 50.00

14.13

Sqm. 21.00 36.00 23.00 38.00

14.14

Sqm. 21.00 41.50 23.50 44.00

14.15

Sqm. 19.00 34.00 21.00 36.00

14.16

Sqm. 2.60 21.50 2.85 22.00

14.17

Sqm. 4.60 35.00 5.05 35.50

14.18

Sqm. 4.05 38.50 4.45 38.50

14.19

Sqm. 12.00 61.00 13.00 62.00

Flat brick on tile flooring laid in cement sand

mortar 1:4 on 100mm thick cement concrete

1:8:16 and 100mm sand filling and cement

pointed 1:2 on top.

25mm thick conglomerate floor of cement

concrete 1:2:4 over flat brick laid dry with 25mm

open joints alround filled with cement concrete

1:2:4 simultaneously with topping over 100mm

sand filling.

25mm thick grey polished flooring cement

concrete 1:2:4 topping finished with 3mm thick

neat coat of cement rubbed and polished.

40mm thick grey polished flooring cement

concrete 1:2:4 topping finished with 3mm thick

neat coat of cement rubbed and polished.


1:2:4 on 100mm cement concrete 1:8:16 and

100mm sand or stone filling.

Conglomerate floor 50mm thick cement

concrete 1:2:4 on 100mm cement concrete

1:8:16 and 100mm sand or stone filling.

Screed of 50mm thick cement concrete 1:8:16 to

be laid below the topping.

Screed of 40mm thick cement concrete 1:8:16 to

be laid below the topping.

Deleted

20mm thick grey polished skirting or dado

consisting of bottom layer of 16mm thick cement

sand plaster 1:3 and finished 3mm thick topping

of neat cement, rubbed and polished including

rounding of junction with floors.

Flat brick paving dry over 25 mm thick mud

mortar grouted with sand.

Dry brick on edge paving sand grouted over

50mm thick earth and mud plaster.

Dry brick on edge paving sand grouted over

50mm thick rammed brick aggregate 40mm

gauge.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.20

Sqm. 15.00 72.00 16.50 73.00

14.21

Sqm. 5.00 27.00 5.50 27.50

14.22

Sqm. 31.00 59.00 34.00 62.00

14.22

(ii)

Sqm. 38.00 70.00 42.00 74.00

14.22

(iii)

Sqm 40.00 76.50 44.00 80.50

14.23

Sqm 31.00 76.00 34.00 79.00

14.23

(ii)

Sqm 38.00 87.00 42.00 91.00

Brick on edge flooring laid in cement sand

mortar 1:4 on 75mm thick cement concrete

1:8:16 and 100mm sand filling cement pointed

1:2 on top.

Flat brick or tile flooring laid dry over a bed

of 6mm thick cement sand mortar 1:6

grouted with cement sand mortar 1:4 and top

surface to be left clean after wire brushing

40mm thick grey terrazo topping rubbed and

polished to a granolithic finish under layer

34mm thick cement concrete 1:2:4 and top

layer 6 mm thick with 1mm to 4mm gauge

white marble makrana chipping from

indigenous marble laid in 1:11/2 (50 Kg. of

ordinary grey cement and 0.05 cum. of white

Makrana chippings).

40mm thick grey terrazzo topping rubbed and

polished to a granolithic finish under layers


layers 9mm thick with 4mm to 7mm gauge

white marble Makrana chippings from

indigenous marble laid in 1 : 1½ (50kg. of

ordinary grey cement and 0.05 Cum. of white

marble chippings)

40mm thick grey terrazzo topping rubbed and

polished to a granolithic finish under layer


layers12mm thick with 7mm to 10mm gauge


indigeneous marble laid in 1:1½ (50kg. of

ordinary grey cement and 0.05 Cum. of white

marble chippings).

40mm thick white terrazzo topping rubbed

and polished to a granolithic finish under layer


layer 6mm thick with 1mm to 4 mm gauge

white marble makrana chippings from

indigenous marble laid 3:1:6 (37.5 kg. of white

cement, 12.5 kg. marble powder and 0.05 Cum.

of white marble chippings)




layer 9mm thick with 4mm to 7mm gauge


indigenous marble laid in 3:1:6 (37.5 kg. of

white cement 12.5 kg. marble powder and 0.05

Cum. of white marble chippings).


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.23

(iii)

Sqm 40.00 99.00 44.00 103.00

14.24

Sqm. 32.00 73.00 35.00 76.00

14.24

(ii)

Sqm 39.00 91.00 43.00 95.00

14.24

(iii)

Sqm 41.00 105.00 45.00 109.00




layer 12mm thick with 7mm to 10mm gauge



white cement 12.5 kg. marble powder and 0.05

Cum. of white marble chippings).

40mm thick Black red or chocolate terrazo

topping rubbed and polished to a granolithic

finish under layer 34mm thick cement

concrete 1:2:4 and top layer 6mm thick with

1mm to 4mm gauge white marble Makrana

chipping from indigenous marble laid in 3:1:6

(37.50 kgs of ordinary grey cement 12.50kg

marble powder with admixture of black, red,

chocolate pigment to give to required back

ground and 0.05 cum of marble chippings)

40mm thick black, red or chocolate terrazzo




4mm to 7mm gauge white marble makrana

chippings from indigenous marble laid in 3:1:6

(37.5 kg. of ordinary cement 12.5 kg. of marble

powder with admixture of black, red or chocolate

pigment to give to required back ground and

0.05 Cum. of marble chippings)

40mm thick black, red or chocolate terrazo






(37.5 kg. of ordinary grey cement 12.5 kg.

marble powder with admixture of black, red or

chocolate pigment to give to required back

ground and 0.05 Cum. of marble chippings)


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.25

Sqm. 32.00 88.00 35.00 91.00

14.25

(ii)

Sqm 39.00 105.00 43.00 109.00

14.25

(iii)

Sqm 41.00 123.00 45.00 127.00

14.26

Sqm. 32.00 88.00 35.00 91.00

40mm thick orange, buff yellow or pink

terrazo topping rubbed and polished to

granolithic finish under layer of 34mm thick

cement concrete 1:2:4 and top layer 6mm

thick with 4mm to 7mm gauge white marble

Makrana chipping from indigenous marble laid

in 3:1:6 (37.50 kg. of white cement 12.50 kg of

marble powder with admixture of orange, buff,

yellow, or pink pigment to give the required back

ground and 0.05 cum white marble chippings.)

40mm thick orange, buff yellow, or pink

terrazo topping rubbed and polished to a

granolithic finish under layer of 31mm thick



makrana chippings from indigenous marble

laid in 3:1:6 (37.5 kg. of white cement 12.5 kg.

marble powder with admixture of orange buff,

yellow or pink pigment to give the required back

ground and 0.05 Cum. of marble chippings).

40mm thick orange, buff yellow, or pink

terrazo topping rubbed and polished to a

granolithic finish under layer 28mm thick




l aid in 3:1:6 (37.5 kg. of white cement, 12.5 kg.


yellow or pink pigment to give the required back

ground and 0.05 Cum. of marble chippings).

40mm thick blue or green terrazo topping

rubbed and polished to granolithic finish under

layer of 34mm thick cement concrete 1:2:4

and top layer 6mm thick with 1mm to 4mm

gauge white marble makrana chipping from


white cement, 12.50 kg marble powder with

admixture of blue or green colour to give the

required back ground and 0.05 cum of white

marble chippings.)


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.26

(ii)

Sqm 39.00 105.00 43.00 109.00

14.26

(iii)

Sqm 40.00 122.00 44.00 126.00

14.27

Sqm. 19.00 52.00 21.00 54.00

14.28

Sqm. 37.00 58.50 40.50 62.00

14.28

(ii)

Sqm. 45.50 71.00 50.00 75.50


rubbed and polished to a granolithic finish under

layer 31mm thick cement concrete 1:2:4 and

top layer 9mm thick with 4mm to 7mm gauge


indigenous marble makrana laid in 3:1:6 (37.5

kg. of white cement 12.5 kg.of marble powder

with admixture of blue or green colour to give the

required back ground and 0.05 Cum. of white

marble chippings).



layer of 28mm thick cement concrete 1:2:4


gauge white marble makrana chippings from


white cement, 12.5 kg. marble powder with

admixture of blue or green colour to give the

required back ground and 0.05 Cum. of white

marble chippings).

50mm thick ironite floor consisting of 40mm

thick cement concrete 1:2:4 base and top layer

10mm thick laid with one part of ironite and grey

cement mixed together in the ratio of 1:4 by

weight to two parts of granite chippings 6mm

gauge by volume finished smooth with hard

rubbing.

20mm thick gray terrazo skirting or dado

rubbed and polished granolithic finish under

layer 14mm thick cement sand plaster 1:3


gauge white marble Makrana chippings from

indigenous marble laid in 1:11/2 (50kg of

ordinary grey cement, 0.05 cum of white marble

chippings) including rounding of junctions.

20mm thick grey terrazo skirting or dado


11mm thick cement sand plaster 1:3 and top

layer 9mm thick with 4mm to 7mm guage


indegenous marble laid in 1:1½ (50kg of

ordinary grey cement and 0.05cum of white

marble chippings) including rounding of

junctions.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.28

(iii)

Sqm. 48.00 78.00 53.00 83.00

14.29

Sqm. 37.00 75.50 40.50 79.00

14.29

(ii)

Sqm 45.00 87.50 49.50 92.00

14.29

(iii)

Sqm 48.00 100.00 53.00 105.00

14.30

Sqm. 37.00 73.00 40.50 76.50


rubbed and polished to a granolithic finish,

under layer 11mm thick cement sand plaster

1:3 and top layer 9mm thick with 4mm to 7mm

gauge white marble makrana chippings , from

indigenous marble laid in 3:1:6 (37.5kg of white

cement,12.5kg. marble powder and 0.05 Cum.

of white marble chippings) including rounding of

junctions.

20mm thick white terrazo skirting or dado

rubbed and polished to a granolithic finish,


1:3 and top layer 12mm thick with 7mm to

10mm gauge white marble makrana

chippings , from indigenous marble laid in 3:1:6

(37.5kg of white cement,12.5kg. marble powder

and 0.05 Cum. of white marble chippings)

including rounding of junctions.


skirting or dado rubbed and polished to a


cement sand plaster 1:3 and 6mm thick with


chippings from indigenous marble laid in 1:1½

(50 kg. of ordinary grey cement with admixture

or black, red or chocolate pigment to give

required back ground and 0.05 cum of marble




layer 8mm thick cement sand plaster 1:3 and

top layer 12mm thick with 7mm to 10mm

guage white marble makrana chippings from

indegenous marble laid in 1:1½ (50kg of

ordinary grey cement and 0.05cum of white


junctions.

20mm thick white terrazo skirting or dado


layer of 14mm thick cement sand plaster 1:3



indegenous marble laid in 3:1:6 (37.50 kg. of

white cement, 12.50 kg marble powder and 0.05

Cum. Of white marble chippings) including

rounding of junctions.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.30

(ii)

Sqm 45.50 92.00 50.00 96.50

14.30

(iii)

Sqm 48.00 105.50 53.00 110.50

14.31

Sqm. 37.00 87.50 40.50 91.00

14.31

(ii)

Sqm 45.00 105.50 49.50 110.00



granoli thick finish under layer 8mm thick



chippings , from indigenous marble laid in 1:1½

(50kg of ordinary, grey cement with admixture of

black, red or chocolate pigment to give required

back ground and 0.05 Cum. of marble chipping)







chippings , from indigenous marble laid in 1:1½

(50kg of ordinary, grey cement with admixture of

black, red or chocolate pigment to give required

back ground and 0.05 Cum. of marble chipping)


20mm thick orange, buff, yellow or pink,

terrazo skirting or dado rubbed and polished to

a granolithic finish under layer of 14mm thick

cemet sand plaster 1:3 and top layer 6 m.m.


markrana chippings from indigenous marble

laid in 3:1:6 (37.50 kg. of white cement ,12.50

kg marble powder with admixture of orange,

buff, yellow or pink pigment to give required

back ground and 0.05 Cum. of white marble


20mm thick orange, buff, yellow, or pink

terrazo skirting or dado rubbed and polished

to a granolithic finish under layer 11mm thick

cement sand plaster 1:3 and top layer 9mm



laid in 3:1:6 (37.5 kg. of white cement, 12.5 kg.


yellow or pink pigment to give required back

ground and 0.05 Cum. of white marble

chippings) Including rounding of junctions.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.31

(iii)

sqm 48.00 124.00 53.00 129.00

14.32

Sqm. 37.00 87.50 40.50 91.00

14.32

(ii)

Sqm 45.00 105.50 49.50 110.00

14.32

(iii)

sqm 48.00 124.00 53.00 129.00

14.33

Sqm. -- 11.80 -- 11.80

20mm thick orange, buff, yellow, or pink

terrazo skirting or dado rubbed and polished

to a granolithic finish under layer 8mm thick

cement sand plaster 1:3 and top layer 12mm



laid in 3:1:6 (37.5 kg. of white cement 12.5 kg.


yellow or pink pigment to give required back

ground and 0.05 Cum. of white marble


20mm thick blue or green skirting or dado

rubbed and polished to a granolethic finish


1:3 and top layer 12mm thick with 7mm to

10mm gauge white marble makrana


(37.5 kg. of white cement, 12.5 kg. marble

powder with admixture of blue or green pigment

to give required back ground and 0.05 Cum. of

white marble chippings) including rounding of

junctions.







white cement, 12.50 kg marble powder with

admixture of blue or green pigment to give

required back ground and 0.05 cum of white


junctions.







white cement, 12.5 kg. marble powder with

admixture of blue or green pigment to give

required back ground and 0.05 cum. of white


junctions.

Extra over item No. 14.22 and 14.28 for plains if

33 percent white cement in 6mm thick top layer

is used.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.34

Metre 4.85 -- 5.30 --

14.34

(ii)

Metre 14.55 -- 16.00 --

14.34

(iii)

Metre 3.25 -- 3.55 --

14.34

(iv)

Metre 7.30 -- 8.00 --

14.34

(v)

Metre 4.85 -- 5.35 --

14.35

Metre 1.15 -- 1.25 --

14.36

Sqm. 25.00 75.00 27.00 78.00

14.37

Sqm. 9.90 58.00 11.00 59.00

14.37

(ii)

Sqm 10.00 61.00 11.00 62.00

Stamping or making grooves on top of steps in

stair case.

Extra labour for projected nosing in steps and

treads of red fine dressed sand stone including

rounding and giving an ornamental shape to the

nosing.

Extra labour for projected nosing in treads of

steps of kotah stone slab including rounding and

giving an ornamental shape to the required

nosing.

Precast chequered tiles of 20mm thickness

in ordinary grey cement without chips laid on

20mm thick bed of cement mortar 1:3 with

neat cement slurry between joints and over the

base in floors, treads of steps on landings.

Extra labour for projected nosing in steps and

treads of red rough dressed sand stone

including rounding and giving an ornamental

shape to the nosing.

Extra labour for projected nosing of stair case of

any shape and design.

Extra labour for projected nosing in marble stone

for treads including rounding and giving an

ornamental shape to the nosing

Precast P.C.C. tiles conforming to I.S. 1237-

1980, 20cm x 20cm x 2.5cm in ordinary grey

cement without chips laid on 20mm thick bed

of cement mortar 1:3 with neat cement slurry

between joints and over the base in floors treads

and steps on landings.

Precast terrazo tiles of 20mm minimum

thickness in ordinary cement with marble

chips of size and colour as required laid on

20mm thick bed of cement mortar 1:3 (1

cement 3 sand) with neat cement slurry between

joints and over the base for floors, treads of

steps and landing including rubbing and

polishing.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.37

(iii)

Sqm 10.00 65.50 11.00 66.50

14.37

(iv)

Sqm 10.00 69.00 11.00 70.00

14.38

Sqm. 25.00 80.00 27.00 83.00

14.39

Sqm. 25.00 86.00 27.00 89.00

14.40

Sqm. 25.00 83.00 27.00 85.00

14.41

Sqm. 25.00 90.00 27.00 92.00


thickness in white cement with marble chips

of size and colour as required laid on 20mm

thick bed of cement mortar 1:3 (1 Cement and

3 Sand) with neat cement slurry made of white

cement between joints and over the base for

floors, treads of steps, and landings including

rubbing and polishing.





between joints and over the base in floors,

treads and steps on landings.





between joints and over the base in floors,

treads and steps on landings.


thickness in white cement mixed with red,

buff, yellow or chocolate or orange pigment

to match the shade of tiles between joints and

over the base in floors, treads of steps and

landings including rubbing and polishing.


thickness in cement mixed with black

pigment with marble chips of size and colour

as required, laid in 20mm thick bed of cement

mortar 1:3 with neat cement slurry mixed with

pigment to match the shade of tiles between

joints and over the base in floors, treads of steps

and landing including rubbing and polishing.


thickness in white cement mixed with green

or blue pigment with marble chips of size and

colour as required, laid in 20mm thick bed of

cement mortar 1:3 with neat cement slurry

mixed with pigment to match the shade of the

tiles with joints and over the base in floors,

treads of steps and landing including rubbing

and polishing.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.42

Sqm. 32.00 88.00 35.00 91.00

14.43

Sqm. 32.00 86.00 35.00 89.00

14.44

Sqm. 32.00 87.00 35.00 90.00

14.45

Sqm. 32.00 86.00 35.00 89.00

14.46

Sqm. 32.00 88.00 35.00 91.00

14.47

Sqm. 30.00 203.00 33.00 206.00

14.48

White glazed tiles 10mm thick in flooring,

skirting, and dado in 12.5mm thick cement

plaster 1:3 in base and jointed with white

cement slurry in joints, including corners, angles

and beading.

Precast terrazo tiles of 12.5mm minimum

thickness in white cement with marble chips

of size and colour as required, laid on 10mm

thick cement plaster 1:3 and jointed with neat

white cement slurry in skirting and dado and

risers of steps including rubbing and polishing.


thickness in cement with marble chips of size

and colour as required, laid on 10mm thick

cement plaster 1:3 jointed with neat cement

slurry in skirting or dado and risers of steps

including rubbing and polishing.

Deleted


thickness in white cement mixed with red,

buff, yellow, chocolate or orange pigment

with marble chips of size and colour as

required, laid on 10mm thick cement plaster

1:3 and jointed with neat cement slurry with

pigment to match the shade of tiles in skirting,

dado and risers of steps including rubbing and

polishing.


thickness in ordinary cement mixed with

black pigment with marble chips of size and

colour as required, laid on 10mm thick cement

plaster 1:3 and jointed with neat cement slurry

mixed with pigment to match the shade of tiles

in skirting, dado and risers of steps including

rubbing and polishing.

Precast terrazo tiles 12.5mm minimum

thickness in white cement mixed with green

or blue pigment as required, laid on 10mm

thick cement plaster 1:3 and jointed with neat

cement slurry mixed with pigment to match the

shade of tiles in skirting dado and risers of

steps including rubbing and polishing.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.48

(i)

(a) Tile size 15cmx15cm to 28cmx28cm. Sqm 91.10 242.30 100.20 251.40

(b) Slab size 30cmx30cm to 45cmx60cm Sqm 91.10 334.20 100.20 343.30

(c) Slab size above 45cmx60cm Sqm 91.10 468.40 100.20 477.50

14.48

(ii)




14.48

(iii)




14.48

(iv)



Pink Marble tiles of Makrana and Adanga

flooring 15mm to 20mm thick of various sizes

over 12.5mm thick base of cement coarse

sand mortar 1:3 laid and jointed with white

cement slurry mixed with pigment to match the

shade of marble including rubbing and polishing.

Kumari grey without exide and cavaties tiles

flooring 15mm to 20mm thick of various sizes

over 12.5mm thick cement coarse sand,

mortar 1:3 laid & jointed with white cement

slurry mixed with pigment to match the shade of

marble including rubbing and polishing.

Black marble tiles of Kishangarh zebra,

Makrana, Dhabi or Doongri zebra flooring

15mm to 20mm thick of various sizes over

12.5mm thick base of cement, coarse sand

mortar 1:3 laid and jointed with white cement



White marble tiles with grey streacks

arranged from Makrana Doongri Addanga

veined and chack Doongri veined flooring

15mm to 20mm thick of various sizes over

12.5mm thick cement, coarse sand mortar

1:3 laid and jointed with white cement slurry

mixed with pigment to match the shade of

marble including rubbing and polishing :--


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description


14.49

14.49

(i)




14.49

(ii)

(a) Tiles sizes 15cmx15cm to 28cmx28cm. Sqm 73.20 207.20 80.50 214.50

(b) Slabs sizes 30cmx30cm to 45cmx60cm Sqm 73.20 291.70 80.50 299.00

(c) Slabs sizes above 45cmx60cm Sqm 73.20 377.90 80.50 385.20

14.49

(iii)

Black marble tiles of Kishangarh zebra,

Makrana, Dhabi or Doongri zebra of various

sizes of 15mm to 20mm thick in risers of

steps, skirting dado, Pillars and wall lining

including matching the grains of marbles slab in

any pattern as specified of various sizes laid on

12.5mm thick cement coarse sand mortar 1:3

jointed with neat cement slurry mixed with

pigment, to match the shade of marble including

the cost of cramps pins labour for fixing cramps

pins and dowels etc. including rubbing and

polishing complete in all respect.

Deleted

Kumari grey without exide and cavaties

marble tiles of 15mm to 20mm thick in risers

of steps skirting dado pillars and wall lining

including matching the grains of marble slab in

any pattern as specified l aid on 12.5mm thick

cement coarse sand mortar 1:3 and jointed

with neat cement slurry including the cost of

cramps pins and labour for fixing cramps pins

and dowels etc. including rubbing and polishing

complete in all respect.

White marble tiles with grey streacks from

Makrana Doongri Adanga veined and chack

Doongri veined of 15mm to 20mm thick in

risers of steps, skirting, dado, pillars and wall

lining including matching the grains of marble

slabs in any pattern as specified laid in 12.5mm

thick cement, coarse sand mortar 1:3 and

jointed with neat cement slurry including the cost

of cramps, pins labour for fixing cramps, pins

and dowels etc. including rubbing and polishing



Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description




14.49

(iv)




14.50

Sqm 46.50 245.00 51.00 250.00

14.50

(ii)

Sqm 46.70 211.80 51.40 216.50

14.50

(iii)

Sqm 46.70 225.30 51.40 230.00

14.50

(iv)

Sqm 46.70 197.70 51.40 202.40

White glazed tiles 20cm x 20cm x 5mm thick

in skirting and dado on 12mm thick cement

Plaster 1:3 in base and jointed with white

cement slurry in joints including bevelled corners.

Pink Marble tiles of Makrana and Adanga of

various size of 15mm to 20mm thick in risers

of steps, skirting, dado, Pillars and wall lining

including matching the grains of marble slab in

any pattern specified laid on 12.5mm thick

cement sand mortar 1:3 (1 cement 3 coarse

sand) and jointed with neat cement slurry mixed

with pigment to match the shade of marble

including the cost of cramps and pins and labour

for fixing cramps pins and dowels etc. including

rubbing and polishing complete in all respect.

White glazed tiles 10cm X 10cm and 6mm

thick in skirting and dado on 12mm thick

cement Plaster 1:3 in base and jointed with

white cement slurry in joints including bevelled

corners.

White glazed tiles 20cm x 10cm x 5mm thick

in skirting and dado on 12mm thick cement

Plaster 1:3 base and jointed with white cement

slurry in joints including bevelled corners.

Coloured glazed tile 15cm x 15cm x 5mm

thick in skirting & dado on 12mm thick

cement plaster 1:3 in base and jointed with

white cement slurry in joints containing pigments

to match the shade of tiles including bevelled

corners.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.50

(v)

Sqm 46.70 220.80 51.40 225.50

14.50

(vi)

Sqm 46.70 225.30 51.40 230.00

14.51

14.52

14.53

Sqm. 160.00 944.00 176.00 960.00

14.54

Sqm. 21.50 60.50 23.50 62.50

14.55

Sqm. 84.00 212.00 92.00 220.00

14.56

Sqm. 38.00 175.00 42.00 179.00

14.57

Sqm. 108.00 224.00 119.00 235.00

Coloured glazed tiles 20cm x 20cm x 5mm

thick in skirting & dado on 12mm thick



to match the shade including bevelled corners.

Kotah stone tiles 20mm thick in skirting,

riser of steps, dado walls and pillars laid in

12.5mm thick cement mortar 1:3 (1 Cement

and 3 Sand) and jointed with neat cement


stone including rubbing and polishing.

Kotah stone tile flooring 20mm to 30mm

thick over 12.5 mm thick base of cement

mortar 1:3 (1 cement; 3 sand) laid and jointed

with neat cement slurry mixed with pigment to

match the shade of stone including rubbing and

polishing.

Kotah stone rough dressed 40mm to 50mm

thick slabs set to pattern in pavements over

20mm thick base of cement mortar 1:3 (1

cement and 3 sand) laid and jointed with neat

cement slurry mixed with pigments to match the

shade of stone.

Deleted

Deleted

Chittor black marble tiles 15mm to 20mm

thick in risers of steps skirting, dado walls

and pillars laid in 12.5mm thick cement

mortar 1:3 and jointed with neat cement slurry

mixed with pigments to match the shade of


Rough red stone (from Agra) 40mm thick set in

cement mortar 1:5 (1 cement 5 sand)

Coloured glazed tiles 20cm x 10cm x 5mm

thick on skirting & dado on 12mm thick



to match the shade of tiles including bevelled

corners.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.57

(ii)

Sqm 108.00 1103.50 118.80 1114.30

14.57

(iii)

Sqm 108.00 1377.00 118.80 1387.80

14.58

Sqm. 79.00 119.00 87.00 127.00

14.59

Sqm. 79.00 121.00 87.00 129.00

14.60

Sqm. 25.50 296.00 28.00 299.00

14.61

Sqm. 25.50 456.00 28.00 459.00

14.62

Sqm. 90.00 411.00 99.00 420.00

14.63

Sqm. 21.50 64.00 23.50 66.00

14.64

Sqm. 21.50 61.00 23.50 63.00


cement sand mortar 1:3 including pointing with

cement mortar 1:2 with an admixture of pigment

to match the shade of stone


cement sand mortar 1:5 including pointing with


to match the shade of stone

Fine dressed red stone (from Agra) 40mm thick

set in cement mortar 1:3 including pointing with


to match the shade of stone.

Fine dressed red stone (from Agra) 40mm thick

set in cement mortar 1:5 including pointing with


to match the shade of stone.

Teak wood 25mm planking tongued and

grooved flooring including fixing with screws

complete.

Teak wood 40mm planking tongued and


complete.

Parquet flooring 40mm thick consisting of Ist

class well seasoned shisham wood of

standard pattern laid in flooring consisting of

bitumen applied hot @ 4.86 kgs per sqm. over

12.5mm thick cement sand plaster 1:4 top

surface rubbed smooth and wax polished to a

fine finish.

Coloured granite stone tiles 20mm thick in

skirting, risers of steps dado, walls and

pillars laid in 12.5mm thick cement mortar 1:3

(1 cement, 3 coarse sand) and jointed with

neat cement slurry mixed with pigment to match

the shade of stone, including rubbing and

polishing including labour for fixing dowels pins

and cramps.

Black Granite stone tiles 20mm thick in

skirting, risers of steps dado, walls and

pillars laid in 12.5mm thick cement mortar 1:3

(1 cement, 3 coarse sand) and jointed with

neat cement slurry mixed with pigment to match

the shade of stone including rubbing & polishing

including labour for fixing dowels, pins and

cramps.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.65

Sqm. 1.20 73.00 1.35 73.00

14.66Sqm. 7.00 7.00

14.67

Sqm. 21.50 261.00 23.50 263.00

14.68

Sqm. 21.50 225.00 23.50 227.00

14.69

(a) 40 mm wide Metre 0.90 3.05 1.00 3.10

(b) 32 mm wide Metre 0.90 2.90 1.00 3.00

(c) 25 mm wide Metre 0.90 2.60 1.00 2.70

14.70

(a) 50 mm wide Metre 0.90 4.55 1.00 4.65

(b) 40 mm wide Metre 0.90 3.35 1.00 3.40

(c) 32 mm wide Metre 0.90 3.05 1.00 3.10

(d) 25 mm wide Metre 0.90 2.75 1.00 2.80

14.71

Cum. 2.60 --- 2.85 ---

14.72

Metre 0.70 5.85 0.80 5.95

14.73

Sqm 73.30 165.10 80.60 172.40

Sand filling under floors and in wells of bridge

foundation including handling within 100 metres.

Providing and fixing glass strips 4mm thick in

floors :--

Providing and laying plain coloured 3.20 mm

gauge linoleum covering to floors laid dry.

Providing and fixing flat iron strips 40mm x 5mm

thick in flooring (instepping of floors) including

cutting straightening and fixing with nails etc.

complete fixed in position.

Dholpur stone tiles 25mm thick in wall facing

(lining) laid in any pattern as specified on

12.5mm thick cement sand plaster 1:3 and

jointed with neat cement slurry mixed with

pigment to match the shade of stone including

rubbing and polishing including labour for fixing

cramps, pins and dowels etc.

Add on item 14.65 if linoleum of exact size is

used.

Deodar wood 40mm thick planking tongued and


complete.

Kail wood 40mm thick planking tongued and


complete.

Providing and fixing glass strips 3mm thick in

floors :--


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

Description

14.74

Sqm 82.65 182.45 90.90 190.70

14.75

Sqm 55.35 133.70 60.90 139.35

14.76

Each 35.00 734.50 38.50 738.00

14.77

Sqm 148.00 841.00 163.00 856.00

14.78

Sqm 148.00 702.00 163.00 717.00

Providing and laying vitrified floor tiles 600mm x

600mm size premium quality with water

absorption less than 0.08% and conforming to

IS: 15622 of approved make in all colours and

shades, laid on either 20mm thick cement

mortar 1:4 (1 cement: 4 coarse sand) for new

flooring or laid with cement based high polymer

modified quick set tile adhesive of approved

make( water based) conforming to IS: 15477

marked using 5 Kg. adhesive per sqm of tile

area in average 3 mm thickness over existing

floor, including grouting the joints with white

cement and matching pigments etc.,complete.

Providing and laying Rectified Glazed ceramic

floor tiles 400mm x 400mm of premium quality

conforming to IS: 15622 of approved make in all

colours, laid on either 20mm thick bed of cement

mortar 1:4 (1 cement: 4 coarse sand) for new

flooring or laid with cement based high polymer

modified quick set tile adhesive of approved

make (water based) conforming to IS: 15477

marked using 5 Kg. adhesive per sqm of tile

area in average 3 mm thickness over existing

floor, including grouting the joints with white

cement and matching pigments etc.,complete.

Fine dressed and machine rubbed red sand

stone (from Agra) 25mm to 50mm thick lining

on wall, pillars, skirting, dado and risers of

steps laid in any pattern as specified on

12.5mm thick cement coarse sand mortar 1:3

with neat cement slurry admixture of pigment to

match the shade of stone including labour for

fixing cramps, dowels pins etc.

Butch work with rough dressed Dholpur stone

40mm to 50mm thick laid on 12.5mm thick

cement coarse sand mortar 1:3 including

dressing and cutting the stone to required shape

and size.

Note:- Rates of item No.14.77 and 14.78 are based on September, 2008.

Providing and fixing door floors, floors spring

double action of I.S.I specifications for Aluminum

doors/ steel doors.


(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

(viii)

Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

15.1 Sqm. 5.50 10.50 6.00 11.00

15.2 Sqm. 5.50 9.70 6.00 10.00

15.3 Sqm. 5.50 8.70 6.00 9.30

15.4 Sqm. 5.50 13.00 6.00 13.50

15.5 Sqm. 5.50 12.00 6.00 12.50

15.6 Sqm. 5.50 10.50 6.00 11.00

15.7 Sqm. 5.80 16.00 6.40 16.50

15.8 Sqm. 5.80 14.00 6.40 14.50

15.9 Sqm. 5.80 12.00 6.40 12.50


Region

Description

Work against items of filling i.e. on 15.66 and 15.67 shall be got done only after written approval of

the Engineer-in-charge.

The labour rates given in this chapter include the cost of water, tools and plant and scaffolding all

types of sundries etc. labour and materials.

CHAPTER NO. 15

PLASTERING, POINTING, WHITE WASHING AND DISTEMPERING

2

Notes :-

Unless otherwise stated the labour rates include the rehandling of materials within 100 metres.

The rates include the cost of water, where the water is supplied free by department, the rates shall

be reduced suitably.

The rates for plastering, pointing, white washing, distempering and decorative cement based paint

given below are for superstructure upto 4 metres height whether the first storey or the subsequent

storeys. In case any single storey exceeds 4 metres height (as in case of overhead-reservoir and

outer face of walls etc.) the labour as well as through rates of plaster and pointing shall be increased

by 0.20 per Sqm. for white washing and colour washing Rs. 0.05 per sqm and for distempering,

decorative cement based paints by Rs.0.10 per sqm for every additional height of 4 metres or part

thereof.

The labour rates for item no. 15.45 to 15.49 include the cost of Earth, Bhusa and Gobri etc.

Rates for distempering with dry and oil bound distemper have been provided in this chapter. These

rates have been based on superior quality distempers, manufactured by standard firms. The use of

inferior distempers and Country frisco shall not be permitted as they never give proper quality of

lasting surface.

The rates of lime plaster and pointing in this chapter have been worked out on the basis of lime

putty.

6mm thick cement plaster 1:2.




Sr. No.

12.5mm thick cement plaster 1:3.

12.5 mm thick cement plaster 1:4.



12.5mm. thick cement plaster 1:2.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


Region

Description

2

Sr. No.

15.10 Sqm. 5.80 11.00 6.40 11.50

15.11 Sqm. 5.80 10.00 6.40 10.50

15.12 per

metre

long &

per

cm.

wide

0.24 0.32 0.26 0.34

15.13 per

metre

long &

per

cm.

wide

0.24 0.30 0.26 0.33

15.14

Sqm. 8.40 23.50 9.20 24.50

15.15

Sqm. 8.40 21.00 9.20 21.50

15.16

Sqm. 8.40 18.00 9.20 19.00

15.17

Sqm. 8.40 16.00 9.20 17.00

15.18 per

metre

long &

per

cm.

wide

0.36 0.45 0.39 0.49

15.19 Sqm. 5.60 11.80 6.20 12.00

15.20 Sqm. 5.80 12.00 6.40 12.50

15.21 Sqm. 5.60 13.00 6.20 13.50

15.22

Sqm. 5.80 14.00 6.40 14.50

15.23

Sqm. 8.40 15.00 9.20 15.50

15.24

Sqm. 5.70 17.50 6.20 18.00

15.25 Sqm. - - 9.20 22.00

15.26

Sqm. 8.40 29.00 9.20 29.50


12.5mm thick cement lime plaster 1:1:6

12.5mm thick raised cement mortar band/drip

course in cement mortar 1:4

20mm thick cement plaster 1:2 in two coats

work.


work.


work.

20mm thick lime surkhi plaster 1:2 in two coats

work

25mm thick cement lime plaster 1:1:6


work.


12.5mm thick raised cement mortar band/drip


20 mm thick cement plaster 1:5 in two coats

work.

20 mm thick raised cement mortar band/drip


12.5mm thick lime surkhi sand plaster 1:1:1

12.5mm thick lime surkhi plaster 1:2

12.5mm thick lime surkhi plaster 2:3 ( 2 lime and

3 surkhi)


work.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


Region

Description

2

Sr. No.

15.27

Sqm. 8.40 25.00 9.20 26.00

15.28

Sqm. 8.40 21.00 9.20 22.00

15.29Sqm. 8.40 18.50 9.20 19.50

15.30Sqm. 8.40 17.00 9.20 18.00

15.31Sqm. 4.80 12.50 5.30 13.00

15.32Sqm. 4.80 11.00 5.30 11.50

15.33Sqm. 5.20 15.50 5.80 16.00

15.34Sqm. 5.20 13.50 5.80 14.00

15.35Sqm. 6.80 11.00 7.50 11.50

15.36Sqm. 6.80 10.00 7.50 10.50

15.37Sqm. 6.80 13.00 7.50 13.50

15.38Sqm. 6.80 11.50 7.50 12.50

15.39Sqm. 6.80 13.00 7.50 14.00

15.40

Sqm. 0.10 0.85 0.11 0.90

15.41Sqm. 2.95 4.20 3.25 4.45

15.42

(a) Vertical Sqm. 6.90 20.50 7.60 21.00


work.

Plastering on Floors

10mm thick cement plaster 1:2

6 mm thick cement plaster 1:3.

6 mm thick cement plaster 1:4



work.


work.


work.

10mm thick cement plaster 1:3

12.5mm thick cement plaster 1:2

12.5 mm thick cement plaster 1:3.

Plastering on underside of ceiling



Miscellaneous

Extra for mixing soap solution 1 per cent for

cement plastering.

Cement rendering on plaster 1mm thick.

12.5 mm thick cement plaster in damp proof

course 1:3 with two coats of bitumen @1.65 Kg.

per Sqm. laid hot and sanded.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


Region

Description

2

Sr. No.

(b) Horizontal Sqm. 5.20 19.00 5.70 19.50

15.43

(a) Vertical Sqm. 7.80 25.50 8.60 26.50

(b) Horizontal Sqm. 6.10 24.00 6.70 24.50

15.44

Sqm 14.50 42.50 16.00 44.00

15.44

(ii)

Sqm. 5.50 13.70 6.05 14.30

15.45

Sqm. 4.20 4.20 4.55 4.55

15.46

Sqm. 5.00 5.00 5.40 5.40

15.47

Sqm. 3.30 3.30 3.55 3.55

15.48

Sqm. 4.05 4.05 4.30 4.30

15.49Sqm. 0.48 0.48 0.50 0.50

15.50Sqm. 7.50 9.00 8.20 9.80

15.51Sqm. 7.50 9.70 8.20 10.50

15.52Sqm. 7.50 9.10 8.20 9.90

15.53Sqm. 5.00 6.40 5.50 6.90

Mud plaster 12.5mm thick with Gobri leeping

including all materials.

Mud plaster 25mm thick with Gobri leeping


20 mm thick cement plaster in damp proof

course 1:3 with two coats of bitumen @1.65 Kg.

per Sqm. laid hot and sanded.

Bearing plaster of 10mm thick cement mortar 1:3

cement sand finshed with a floating coat of neat

cement and thick coat of lime wash/POP on top

of walls when dry for bearing of R.C.C. slabs and

beams.

40mm thick cement plaster DPC 1:3 with

admixure of water proofing compound @ 1 kg /

bag of cement.

Lime pointing 2:3 weathered and struck.

Cement pointing 1:2 deep variety.

Cement pointing 1:3 deep variety.

Lime pointing 2:3 flush on brick walls.

Mud Plaster on Walls

Mud plaster 12.5mm thick with Gobri leeping


Mud plaster 25mm thick with Gobri leeping


Gobri leeping including materials.

Mud Plaster on Floors and Roofs

Pointing


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


Region

Description

2

Sr. No.

15.54Sqm. 6.50 9.80 7.10 10.50

15.55Sqm. 9.00 15.50 10.00 16.50

15.56Sqm. 4.30 4.30 4.75 4.75

15.57

Sqm. 5.00 7.20 5.50 7.70

15.58Sqm. 4.00 5.80 4.40 6.20

15.59

Sqm. 4.30 5.60 4.75 6.10

15.60

Sqm. 3.25 4.40 3.55 4.70

15.61Sqm. 0.34 0.55 0.37 0.60

15.62Sqm. 0.50 0.90 0.55 0.95

15.63 Sqm. 0.70 1.20 0.75 1.30

15.64

Sqm. 0.41 0.60 0.45 0.65

15.65 Sqm. 0.55 0.95 0.60 1.00

15.66

Sqm. 2.60 3.55 2.85 3.80

15.67

Sqm. 2.70 12.50 3.00 12.70

15.68

Sqm. 2.60 6.40 2.85 6.70

Cement pointing 1:2 flush on brick on edge-

flooring.

Distempering

Distempering with dry distemper (of approved

manufacture) two coats over one priming coat on

new work.

White Washing (First coat or subsequent coat).

White Washing (Two coats).

White Washing (Three Coats).

Cement pointing flush 1:2 on stone walls

Cement pointing 1:2 (Raised) on stone walls.

Striking joints in lime or cement on brick walls.

Cement pointing 1:2 flush on flat brick flooring.

Cement pointing flush 1:2 under side of roof with

brick tiles 30 cm x 15 cm.

Cement pointing on stone slab pavement with

cement mortar 1:2

Colour Washing (First coat or subsequent coat).

Colour Washing (Two coats).

Preparation of plastered surfaces for

distempering including sand papering the suface,

applying filling with approved quality filler,

consisting of plaster of paris and chalk mitti

including finishing the surface to the required

finish complete.

Preparation of plastered surfaces for oil bound

distemper including sand papering the suface,

applying one coat of linseed oil and filling with

approved quality filler, consisting of white lead,

linseed oil varnish and chalk mitti finishing the

surface to the required finish complete


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


Region

Description

2

Sr. No.

15.69

Sqm. 1.25 2.20 1.35 2.30

15.70

Sqm. 2.05 4.00 2.25 4.20

15.71

Sqm. 2.90 8.60 3.20 8.90

15.72

Sqm. 1.35 3.10 1.50 3.30

15.73

Sqm. 2.20 5.70 2.45 6.00

15.74

Sqm. 2.10 9.50 2.30 10.50

15.75

Sqm. 1.20 3.60 1.35 3.70

Finishing walls with exterior decorative cement

based paints such as snowcem, Robbiacem etc.

on old work one coat to give an even shade.

Finishing walls with exterior decorative cement

based paints such as snowcem, Robbiacem etc.

on new work two coats to give an even shade.

Distempering with washable oil bound distemper

(of approved manufacture ) one coat on old

distempered work.


(of approved manufacture) two coats on old

distempered work.


manufacture) one coat on old distempered work.


manufacture) two coats on old distempered

(When shade is change).


(of approved manufacture) two coats over one

coat Priming coat on new work.


(i)

(ii)

(iii)

(iv)

(v)

With

Special

quality

paints

With I.S.I

marked/

ordinary

quality

paints

With

Special

quality

paints

With I.S.I

marked/

ordinary

quality

paints

1 3 4 5 6 7 8 9

(A)

16.1

Sqm. 1.40 3.85 - 1.55 4.00 -

16.2

Sqm. 1.10 3.10 2.50 1.20 3.20 2.60

16.3

Sqm. 1.90 9.10 5.30 2.10 9.30 5.50

16.4

Sqm. 1.90 7.10 5.40 2.10 7.30 5.60

CHAPTER NO. 16

PAINTING AND VARNISHING

Notes :-

DescriptionSr. No. Plains Unit Sub-Mountainous Region

Labour

Rate

Labour

Rate

Preparation of plywood surface for

painting including sand papering the

surface and applying filling with

approved quality fills consisting of white

lead, linseed oil, Varnish, and Chalk Mitti

including finishing the surface to

required finish complete.

Unless otherwise stated, the labour rates include handling of all materials within 100 metres.

Deleted

The special quality paints will be first quality paints manufactured by reputed firms like Nerolac,

Asian, Berger, J&N, ICI or equivalent, approved by the Engineer-in-Charge.

The labour rates given in this chapter include the cost of tools and plant and scaffolding (labour and

material) wherever required.

The rates given in item No. 16.48, 16.49, 16.50, 16.51, 16.54, 16.55, 16.56 and 16.57 are inclusive

of printing.

2

Painting on Wooden surface etc.

Through Rate Through Rate

Applying pink primer or aluminium

priming coat on wood work including

preparation of surface knotting and

stopping etc.

Painting two coats excluding priming

coat with synthetic enamel paint in all

shades on new wood work metallic or

plastered or concrete surface to give an

even shade.


coat with readymixed paint in all shades

on new wood work.


With

Special

quality

paints

With I.S.I

marked/

ordinary

quality

paints

With

Special

quality

paints

With I.S.I

marked/

ordinary

quality

paints

1 3 4 5 6 7 8 9


Labour

Rate

Labour

Rate

2


16.5

Sqm. 2.10 8.00 4.90 2.30 8.20 5.10

16.6

Sqm. 2.10 6.30 4.90 2.30 6.50 5.10

16.7

Sqm. 1.20 4.40 2.75 1.35 4.55 2.85

16.8

Sqm. 1.20 3.50 2.75 1.35 3.65 2.85

(B)

16.9

Sqm. 0.90 2.50 2.00 1.00 2.60 2.15

16.10

Sqm. 0.95 5.10 4.00 1.05 5.20 4.10

16.11

Sqm. 1.95 7.20 5.40 2.15 7.40 5.60

16.12

Sqm. 2.05 6.30 4.85 2.25 6.50 5.10

16.13

Sqm. 1.20 3.55 2.75 1.35 3.65 2.90

Applying priming coat with metal primer

on new steel or iron work including

preparation of surface.

Applying priming coat on steel work

consisting of red lead mixed with linseed

oil and turpentine in equal proportions or

with genuine red lead.


coat with readymixed paint for metallic

surfaces in all shades on new steel or

iron work.

Painting two coats with synthetic enamel

paints in all shades on old wood work or

metallic or plastered or concrete surface

to give an even shade including rubbing

down old paint.

Painting two coats with readymixed paint

in all shades on old wood work to give

an even shade including rubbing down

old paint.

Painting one coat with synthetic enamel

paint in all shades on old wood work or

metallic or plastered or concrete

surfaces to give an even shade including

rubbing down old paint.

Painting one coat with readymixed paint

in all shades on old wood work to give

an even shade including rubbing down

old paint.

Painting on metallic surfaces etc.

Painting two coats with readymixed paint

for metallic surfaces in all shades on old

steel or iron work.

Painting one coat with readymixed paint

of metallic surfaces in all shades on old

steel or iron works.


With

Special

quality

paints

With I.S.I

marked/

ordinary

quality

paints

With

Special

quality

paints

With I.S.I

marked/

ordinary

quality

paints

1 3 4 5 6 7 8 9


Labour

Rate

Labour

Rate

2


16.14

Sqm. 2.25 6.30 4.90 2.50 6.50 5.20

16.15

Sqm. 1.40 3.90 3.05 1.50 4.05 3.20

16.16

Sqm. 2.25 8.70 6.60 2.50 8.90 6.80

16.17

Sqm. 1.35 5.40 4.05 1.50 5.60 4.20

16.18

Sqm. 2.10 6.40 5.10 2.35 6.60 5.30

16.19

Sqm. 1.30 3.35 2.70 1.45 3.50 2.85

16.20

Sqm. 2.00 4.75 3.80 2.20 4.95 4.00

16.21

Sqm. 1.25 2.60 2.15 1.35 2.75 2.25

16.22

Sqm. 2.15 5.30 - 2.40 5.50 -

16.23

Sqm. 1.35 2.90 - 1.45 3.00 -

(C)

Painting one coat with anticorrosive

odourless black bitumastic paint in side

old steel water tanks.

Painting on Plastered or concrete

surfaces etc.

Painting two coats on iron sheets with

roofing white, grey or green readymixed

paint on new work to give an even

shade.

Painting one coat on iron sheets with

roofing white, grey or green readymixed

paint on old work to give an even shade.

Painting two coats with aluminium paint

on new work to give an even shade

excluding priming coat.

Painting two coats on iron sheets with

roofing red readymixed paint on new

work to give an even shade.

Painting one coat on iron sheets with

roofing red readymixed paint on old


Painting one coat with aluminium paint

on old work to give an even shade.

Painting two coats with anticorrosive

bitumastic paint on new work to give an

even shade.

Painting one coat with anticorrosive

bitumastic paint on old work to give an

even shade.

Painting two coats with anticorrosive

odourless black bitumastic paint inside

new steel water tanks.


With

Special

quality

paints

With I.S.I

marked/

ordinary

quality

paints

With

Special

quality

paints

With I.S.I

marked/

ordinary

quality

paints

1 3 4 5 6 7 8 9


Labour

Rate

Labour

Rate

2


16.24

Sqm. 3.00 14.00 - 3.30 14.00 -

16.25

Sqm. 0.70 4.05 - 0.80 4.15 -

16.26

Sqm. 1.95 12.50 - 2.15 13.00 -

16.27

Sqm. 1.90 12.00 - 2.10 12.00 -

16.28

Sqm. 1.90 13.00 - 2.10 13.00 -

16.29

Sqm. 1.00 7.70 - 1.10 7.80 -

(D)

16.30 Sqm. 2.00 2.50 - 2.25 2.80 -

16.31

Sqm. 1.50 2.30 - 1.65 2.45 -

16.32

Sqm. 4.25 - - 4.70 -

16.33 Sqm. 0.65 - 1.30 0.70 - 1.40

16.34 Sqm. 0.95 - 2.20 1.05 - 2.25

16.35

Sqm. 2.45 9.10 6.00 2.70 9.30 6.20

Varnishing with copal varnish one coat

of sizing and two coats of varnishing on

new wood work including stopping.

Floor painting one coat with floor paint in

all shades on old work to give an even

shade.

Miscellaneous

Burning old paint with blow lamp.

Preparation of plastered or concrete

surface for painting, including sand

papering the suface, applying one coat

of linseed oil and filling with approved

quality filler, consisting of white lead

linseed oil, varnish and Chalk mitti

including finishing surface to the

required finish complete.

Applying priming coat with cement

primer in all shades on newly plastered

or concrete exterior surfaces.

Painting two coats with ready mixed

exterior paint in all shades on newly

plastered or concrete surface of walls.

Painting two coats with ready mixed

emulsion paint in all shades for interior

use on bricks plaster cement, fibre

board etc.

Floor painting two coats with floor paint

in all shades on new work to give an

even shade.

Removing old paint with caustic soda

solution and preparing surface.

Scraping, brushing to remove paint to

bare metal surface.

Painting one coat with solignum.

Painting two coat with solignum.


With

Special

quality

paints

With I.S.I

marked/

ordinary

quality

paints

With

Special

quality

paints

With I.S.I

marked/

ordinary

quality

paints

1 3 4 5 6 7 8 9


Labour

Rate

Labour

Rate

2


16.36

Sqm. 1.15 4.25 2.70 1.25 4.35 2.80

16.37 Sqm. 0.32 - 1.25 0.35 - 1.25

16.38

Sqm. 0.40 - 0.85 0.45 - 0.90

16.39 Sqm. 0.65 - 1.10 0.70 - 1.15

16.40 Sqm. 0.95 - 1.70 1.05 - 1.80

16.41 Sqm. 0.80 - 2.70 0.90 - 2.80

16.42 Sqm. 1.20 - 4.00 1.30 - 4.15

16.43 Sqm. 4.35 - 6.60 4.80 - 7.10

16.44 Sqm. 1.60 - 2.75 1.80 - 2.95

16.45

Sqm. 6.70 - 8.50 7.40 - 9.20

16.46 Sqm. 3.55 - 4.90 3.90 - 5.20

16.47 cm.

height

per

word

0.13 - 0.14 0.14 - 0.15

16.48 cm.

height

per

word

0.085 - 0.092 0.094 - 0.10

16.49

Sqm. 36.50 - 41.50 40.00 - 45.00

16.50

(a) One coat work. Metre 4.35 - 5.05 4.75 - 5.50

Painting sounding rods and other

gauges reading to centimetre with

synthetic enamel paint :-

Painting gauges 60 cm. wide reading to

centimetre with synthetic enamel paints

(Two coats work.)

Coal tarring two coats

Bee's wax polishing on new wood work.

Bee's wax polishing on old wood work.

Varnishing with copal varnish one coat

including rubbing of previous coat.

Oiling wood work with raw linseed oil.

Painting one coat with creosote.

Painting two coat with creosote.

Coal tarring one coat

Spirit polishing two coats including a

coat of wood filler on new work.

Spirit polishing one coat on old work.

Painting new letters and figures of black

synthetic enamel paint to give an even

shade.

Repainting letters and figures of black

synthetic enamel paint to give an even

shade.

Oiling wood work with raw linseed oil

and water.


With

Special

quality

paints

With I.S.I

marked/

ordinary

quality

paints

With

Special

quality

paints

With I.S.I

marked/

ordinary

quality

paints

1 3 4 5 6 7 8 9


Labour

Rate

Labour

Rate

2


(b) Two coats work. Metre 6.70 - 8.10 7.30 - 8.80

16.51

(a) One coat work. Metre 14.00 - 15.00 15.50 - 16.50

(b) Two coats work. Metre 21.00 - 22.00 23.00 - 24.50

16.52

(a) One coat work. Sqm. 0.60 - 1.45 0.65 - 1.50

(b) Two coats work. Sqm. 0.90 - 2.45 0.95 - 2.55

16.53

Sqm. 0.23 - - 0.25 - -

16.54

(a) One coat work.

(i) Main canal Each 2.05 - 2.65 2.25 - 2.85

(ii) Distributories Each 1.30 - 1.70 1.45 - 1.85

(b) Two coats work.

(i) Main canal Each 3.00 - 4.00 3.30 - 4.30

(ii) Distributories Each 1.80 - 2.50 2.00 - 2.70

16.55

(a) One coat work. Each 3.60 - 4.20 4.00 - 4.50

(b) Two coats work. Each 5.50 - 6.40 6.10 - 7.00

16.56

(a) One coat work.

(i) 5th Kilometre Stone. Each 40.50 - 45.50 44.50 - 49.50

(ii) Ordinary Kilometre Stone. Each 22.00 - 24.50 24.00 - 26.50

Painting kilometre stone with synthetic

enamel paint :-

Painting 200 metre stone with synthetic

enamel paint :-

Painting distance marks with synthetic

enamel paint :-

Painting levelling staves with synthetic

enamel paint :-

Extra over and above the rates in item

No. 16.52 where scaffolding is used.

Painting canal gates with Khanki mixture

applied hot :-


With

Special

quality

paints

With I.S.I

marked/

ordinary

quality

paints

With

Special

quality

paints

With I.S.I

marked/

ordinary

quality

paints

1 3 4 5 6 7 8 9


Labour

Rate

Labour

Rate

2


(iii) Kilometre Stone on village roads. Each 16.50 - 18.50 18.00 - 20.50

(b) Two coats work.

(i) 5th Kilometre Stone. Each 62.00 - 70.00 68.00 - 76.00

(ii) Ordinary Kilometre Stone. Each 33.50 - 37.50 36.50 - 41.00

(iii) Kilometre Stone on village roads. Each 25.00 - 28.50 28.00 - 31.00

16.57

(i) One coat work. Each 12.00 - 14.50 13.50 - 15.50

(ii) Two coats work. Each 18.50 - 22.50 20.50 - 24.50

16.58

Sqm. 1.95 - 5.10 2.15 - 5.30

Painting village boards with synthetic

enamel paint :-

Painting two coats with superior quality

black board paint on plastered or

concrete Wall or Iron sheet surface.


(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

(viii)

(ix)

(x)

Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7

17.1

Sqm. 2.70 -- 2.95 --

CHAPTER NO. 17

WOOD WORK

Notes :-

Unless otherwise stated, the labour rates include rehandling of materials within 100 metres.

Unless otherwise stated, the labour and through rates include all wastage of timber in sawing and

cutting and sawing charges including carriage to and from saw mills.

Through rates for items requiring use of wire gauge include the cost 140G gauge galvanised wire

gauge.

The labour rates given in this chapter include the cost of tools and plants and scaffolding (Labour

and material) wherever required.

The rate for item No. 17.4 to 17.9 apply to simple wood work not involving any jointing such as

beams battens etc. where jointing is involved as in case of roof trusses composite beams, etc.,

increase the labour and through rate by Rs. 300/- per cu.m. In case of built -in-fixtures involving

jointing increase the rates by Rs. 200/- per cum.

Ther rates for item No. 17.13,17.14,17.21, 17.23 exclude the cost of sliding bolts, Tower bolts,

handles but include the cost of labour for fixing them.

In case fixed glazing is continuous to openable shutter, the area of fixed glazing will be measured

up to central line of mullion, if the area of fixed glazing exceeds 25per cent of the openable area,

otherwise the whole area shall be measured as openable and paid for as such.

If frosted glass is used instead of ordinary glass, the through rate in item No. 17.34 and 17.35 shall

be increased by Rs. 8/- per sqm. If in case of item No. 17.19, 17.20, 17.27 and 17.28 frosted glass

is used, extra payment shall be made over and above the through rate of these items at Rs. 8.00

per sq.m. of actual area of glass panes.

The rates for aluminium fittings, as provided in this chapter, are only for the purposes of estimating

and not for purchasing of fittings through contractor. All aluminium fittings shall be arranged by the

department, and supplied to contractor free of cost for fitting.

The wood work in chowkats of doors and windows shall be done at site, strictly as per P.W.D

Specifications, Nothing extra shall be paid for wastage, or for dimensions, supplied beyond those

specified and for horns. The length of each piece shall be measured overall, so as to include the

projection for lenons. In case of mouldings, roundings circular rebates, circular and varying

sections, the sectional area of the piece shall be taken as the area of the least square or rectangle

from which such section can be cut, and nothing extra shall be paid for such moulding and

rebates.

Sr. No. Description Unit Plains Sub-Mountainous Region

2

Sawing of soft wood like deodar, kail

and chil etc., by hand saw including

carriage to and from hand saw mills.


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

17.2

Sqm. 5.50 -- 6.10 --

17.3

-- --

(i) Soft Wood Sqm. 6.50 -- 6.50 --

(ii) Hard Wood Sqm. 15.00 -- 15.00 --

17.4

Cum. 378.00 6858.00 415.00 6896.00

17.5

Cum. 378.00 5970.00 415.00 6008.00

17.6

Cum. 378.00 5060.00 415.00 5098.00

17.7

Cum. 525.00 4766.00 578.00 4819.00

17.8

Cum. 525.00 11255.00 578.00 11307.00

17.9

Cum. 525.00 8542.00 578.00 8593.00

17.10

(a) 50mm thick Sqm. 18.50 337.00 20.50 339.00

(b) 45mm thick Sqm. 18.50 305.00 20.50 307.00

(c) 40mm thickSqm. 18.50 273.00 20.50 275.00

(d) 30mm thick Sqm. 18.50 215.00 20.50 217.00

(e) 25mm thick Sqm. 18.50 179.00 20.50 181.00

(f) 20mm thick Sqm. 18.50 142.00 20.50 144.00

Sawing of hard wood like champ,

sal, Teak and hollock etc., by hand

saw including carriage to and from

saw mills.

Sawing timber at site of work by

manual labour :--

Deodar wood wrought, planed and

fixed in position.

Kail wood wrought, planed and fixed

in position.

Chil wood wrought, planed and fixed

in position.

Commercial hard wood such as

Hollock, Champ, Chikrassy and

Chaplash etc. (Non conferming

timber other than teak conferming to

I.S specification No. 1,003 kiln

seasoned) wrought, planed and fixed

in position.

Teak wood wrought, planed and fixed

in position.

Sal wood wrought, planed and fixed

in position.

Deodar wood planking planed on

both side rebated and fixed in

position including nails and screws

etc.


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

(g) 12.50mm thick Sqm. 18.50 98.00 20.50 100.00

17.11

(a) 50mm thick Sqm. 18.50 292.00 20.50 294.00

(b) 45mm thick Sqm. 18.50 263.00 20.50 265.00

(c) 40mm thick Sqm. 18.50 229.00 20.50 231.00

(d) 30mm thick Sqm. 18.50 188.00 20.50 189.00

(e) 25mm thick Sqm. 18.50 156.00 20.50 158.00

(f) 20mm thick Sqm. 18.50 125.00 20.50 127.00

(g) 12.50mm thickSqm. 18.50 87.00 20.50 89.00

17.12

(a) 50mm thick Sqm. 28.00 557.00 30.50 560.00

(b) 45mm thickSqm. 28.00 504.00 30.50 507.00

(c) 40mm thick Sqm. 28.00 451.00 30.50 453.00

(d) 30mm thick Sqm. 28.00 346.00 30.50 349.00

(e) 25mm thick Sqm. 28.00 293.00 30.50 296.00

(f) 20mm thick Sqm. 28.00 241.00 30.50 243.00

(g) 12.50mm thick Sqm. 28.00 162.00 30.50 163.00

17.13

(a) Panelled, glazed or glazed

and panelled.

Kail wood planking planed on both

sides rebated and fixed in position

including nails and screw etc.

Teak wood planking planed on both

sides rebated and fixed in position

including nails and screws etc.

Deodar wood doors windows

including chowkats, iron hold fast

corner straps, hinges, screws,

chocks, cleats, stops and cords etc.

complete fixed in position.


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

(i) 40mm thick Sqm. 64.00 355.00 70.00 361.00

(ii) 35mm thick Sqm. 64.00 335.00 70.00 341.00

(iii) 30mm thick Sqm. 64.00 301.00 70.00 307.00

(b) Battened and framed

(i) 50mm thick Sqm. 55.00 387.00 60.00 393.00

(ii) 45 thick Sqm. 55.00 375.00 60.00 381.00

(c) Battened and braced shutter

50mm thick complete. Sqm. 47.00 366.00 51.00 371.00

17.13

(ii)

(a) Phenol Bonded Ply Panel

(i) 40mm thick Sqm 62.00 305.50 68.00 311.50

(ii) 35mm thickSqm 62.00 295.50 68.00 301.50

(iii) 30mm thick Sqm 62.00 286.00 68.00 292.00

17.13

(iii)

(a) Panelled, glazed or glazed

and panelled (Double leaf)

(i) 40mm thick Sqm 67.50 274.50 74.00 281.00

(ii) 35mm thick Sqm 67.50 262.50 74.00 269.00

(iii) 30mm thick Sqm 67.50 243.00 74.00 250.00

(b) Battened and framed (Single

Leaf)

Deodar wood doors with 12mm thick

phenol Bonded BWP ply (Anchor,

kitply, National or any other I.S.I.

approved quality) including cost of

chowkhats iron hold fasts, corners,

straps, hinges screws, chocks

cleats, stops and cords etc.

complete fixed in position (Single

leaf).

Kiln seasoned Hollock wood doors,

windows including chowkhats iron

hold fasts, corner straps, hinges,

screws chocks, cleats stops cords

etc. complete fixed in position.


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

(i) 50mm thick Sqm 58.00 277.00 64.00 283.00

(ii) 45mm thick Sqm 58.00 269.00 64.00 275.00

(c) Battened and braced shutter

50mm thick complete (Single

Leaf)Sqm 51.00 263.00 56.00 263.50

17.13

(iv)

(a) Phenol Bonded B.W.P. ply

panel

(i) 40mm thickSqm 62.00 267.00 68.00 273.00

(ii) 35mm thickSqm 62.00 260.00 68.00 266.00

(iii) 30mm thickSqm 62.00 253.00 68.00 259.00

17.14

(a) 35mm thick Sqm. 36.00 206.00 39.50 209.00

(b) 30mm thickSqm. 36.00 185.00 40.00 189.00

17.14

(ii)

(a) 35mm thick (Double leaf)Sqm 38.00 165.00 42.00 169.00

(b) 30mm thick (Double leaf)Sqm 38.00 150.00 42.00 154.00

Kiln seasoned Hollock wood doors

with 12mm thick phenol Bonded

B.W.P. Ply I.S.I marked (Anchor,

kitply, Nova teak, National or

equivalents) including chowkats iron

hold fasts, corner, stops hinges,

screws, chooks, cleats stops and

cords etc. complete fixed in position

(Single leaf)

Wire gauge Deodar wood door

shutter without springs housed in

chowkat.

Wire gauge kiln Seasoned Hollock

wood door shutter without springs in

chowkat.


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

Note :-

17.15

(a) 30mm thickSqm. 55.00 232.00 60.00 238.00

(b) 25mm thickSqm. 55.00 226.00 60.00 232.00

17.15

(ii)

(a) 30mm thick Sqm 57.00 195.00 63.00 201.00

(b) 25mm thick Sqm 57.00 183.00 63.00 199.00

17.16

Sqm. 12.50 87.00 13.50 88.00

17.16

(ii)

Sqm 13.00 75.00 14.00 76.00

17.17

Sqm. 20.50 176.00 22.50 178.00

17.17

(ii)

Sqm 23.00 134.00 25.00 136.00

17.18

Sqm. 12.50 94.00 13.50 95.00

The unit measurement of item No.

17.14 is area of clear shutter

opening. In case wire gauge shutter

is fixed with additional mouldings on

existing chowkats, payment will be

made on overall measurement of

masonary openings.

Deodar wood cup board shutter

including chowkat with ply wood

panels or faced on one side fixed in

position (excluding the cost of

handles, bolts, hasp with staple but

including the labour for fixing them).

Klin Seasoned Hollock wood cup

board shutter including chowkat with

Ply wood panels or faced on one

side fixed in position (excluding the

cost of handles, bolts hasp with

staple but including the labour for

fixing them)

Wire gauge fixed on chowkat with

25mm thick deodar wood cover

moulding of full width.

Wire gauge fixed on chowkat with

25mm thick kiln seasoned Hollock

wood moulding etc.

Wire gauge fixed on clerestory

window including deodar wood

chowkat and moulding etc.

Wire gauge fixed on clearstorey

window including kiln seasoned

Hollock wood chowkat and moulding

etc.

Expanded metal fixed on chowkat

with 25mm deodar wood cover

moulding of full width.


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

17.18

(ii)

Sqm 13.00 82.00 14.00 83.00

17.19

(a) 2mm thick or 5.18Kg. Per

Sqm. Sqm. 47.00 258.00 52.00 263.00

(b) 3mm thick or 8.44Kg.per

Sqm. Sqm. 47.00 272.00 52.00 276.00

(c) 4mm thick or 10.75Kg.per

Sqm. Sqm. 47.00 288.00 52.00 293.00

(d) 5.5mm thick plate glass

(Indian) Sqm. 41.00 297.00 45.00 301.00

17.19

(ii)

(a) 2 mm thick or 5.35 kg per

Sqm. Sqm 50.00 200.00 55.00 205.00

(b) 3mm thick or 8.14 kg per

Sqm. Sqm 50.00 214.00 55.00 219.00

(c) 4mm thick or 10.75 kg. per

Sqm. Sqm 50.00 230.00 55.00 235.00


(Indian) Sqm 44.00 244.00 48.00 248.00

17.20

(a) 3mm thick or 8.44kg.per Sqm.

Sqm. 29.50 234.00 32.50 237.00

(b) 4mm thick or 10.75kg.per

Sqm. Sqm. 29.50 254.00 32.50 257.00

(c) 5.5mm thick plate glass

(Indian) taking area 1.2m x

1.3m = 1.56sqm Sqm. 24.50 278.00 27.00 281.00

Expanded metal fixed on chowkat

with 25mm thick kiln seasoned

Hollock wood cover moulding of full

width.

Fixed glazing with deodar wood

chowkat (with styles and rails) using

glass.

Fixed glazing with kiln seasoned

Hollock wood chowkat (with styles

and rails) using glass.

Fixed glazing with deodar wood

chowkat (without styles and rails)

using glass.


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

17.20

(ii)

(a) 3mm thick or 8.44 kg per

Sqm. Sqm 32.00 188.00 35.00 191.00

(b) 4mm thick or 10.75 kg. per

Sqm. Sqm 32.00 207.00 35.00 210.00


(Indian) takings area

1.2mx1.3m=1.56 Sqm Sqm 27.00 239.00 29.00 241.00

17.21

Sqm. 30.50 142.00 33.50 145.00

17.21

(ii)

Sqm. 30.50 101.00 33.50 104.00

17.21

(iii)

Sqm 30.50 82.00 33.50 85.00

17.22

Sqm. 32.00 100.00 35.00 104.00

Fixed glazing with kiln seasoned

Hollock wood chowkat (without

styles and rails) using glass.

Deodar wood chowkat including iron

hold fast, iron hinges, corner, straps,

cleats, stops wooden knobs or

handles fixed in position and labour

only for fixing the fittings and

shutters (excluding the cost of

shutter and any other door fittings

other than specified above).

Deodar wood cup board chowkats

including iron hold fast, iron hinges,

corner straps, wooden knobs, or


only for fixing the fittings and shutter

(excluding the cost of shutter and

only door fittings other than specified

above)

Kiln seasoned Hollock wood cup

board chowkat including iron hold

fasts, iron hinges, wooden knobs or




only door fitting other than specified

above)

Chowkat of commercial hard wood

such as hollock, champ, chikrassy

and chaples, confirming to I.S.

specification No. 1003 (Kiln

seasoned) of door and windows

including iron hold fast, corner

straps, cleats, stops bolts for hold

fasts etc. complete fixed in position.


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

17.23

(a) 40mm thick Sqm. 64.00 317.00 70.00 323.00

(b) 35mm thick Sqm. 64.00 300.00 70.00 306.00

17.24

(a) 35mm thick Sqm. 36.00 165.00 39.50 169.00

(b) 30mm thick Sqm. 36.00 150.00 40.00 154.00

Note :-

17.25

(a) 35mm thick Sqm. 92.00 495.00 101.00 504.00

(b) 30mm thick Sqm. 92.00 469.00 101.00 478.00

(c) 25mm thickSqm. 92.00 437.00 101.00 446.00

17.26

(a) 30mm thick Sqm. 55.00 281.00 61.00 286.00

(b) 25mm thickSqm. 55.00 253.00 61.00 258.00

17.27

Kail wood door and windows

panelled, glazed or glazed and

panelled includidng chowkats, Iron

hold fast, corners, straps, hinges,

screws chocks, cleats stops and

cords etc. complete fixed in position :-

-

Wire gauge door shutter with kail

wood without springs housed in

chowkats :--

The note under item No. 17.14 is

applicable to above item No. 17.24

as well.

Teak wood doors and windows,

panelled, glazed or panelled

including chowkats, iron hold fast,

corner, straps, iron hinges, screws

chocks, cleats, stops and cords etc.,

complete fixed in position (excluding

cost of Tower bolts and handles but

including labour for fitting the same).

Teak wood wire guage shutter

without spring.

Fixing Teak wood chowkat (with

styles and rails) using glass :--


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2


Sqm. 69.00 377.00 76.00 384.00

(b) 3mm thick or 8.44kg.per Sqm.

Sqm. 69.00 392.00 76.00 399.00

(c) 4mm thick or 10.75kg.per

Sqm. Sqm. 69.00 408.00 76.00 415.00


(Indian) Sqm. 60.00 423.00 66.00 429.00

17.28


Sqm. 50.00 330.00 55.00 335.00

(b) 4mm thick or 10.75kg.per

Sqm. Sqm. 50.00 351.00 55.00 356.00


(Indian) Sqm. 50.00 384.00 55.00 389.00

17.29

Sqm. 31.00 259.00 34.00 263.00

17.30

Sqm. 43.00 187.00 47.50 191.00

17.31

Each 11.00 - 12.00 -

17.32

(i) for single leaf shutter Sqm. - 16.00 - -

(ii) for double leaf shutterSqm. - 24.00 - -

Fixed glazing with teak wood

chowkhats (without style and rails)

using glass :--

Fixing wire gauge out side the

clerestory window including teak

wood chowkat and cover moulding.

Teak wood chowkat including iron

hold fast, corner straps iron hinges,

cleats, stops, wooden knobs or




every door fittings other than

specified above)

Fixing mortise or rim locks or latches

complete (Labour only)

Cost of Aluminium fittings ISI

marked complete for doors,

windows, such as tower bolts,

handles and screws etc. for these

fittings (excluding sliding bolts).


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

17.33

(a) Deodar wood Metre 9.90 16.00 11.00 17.00

(b) Teak wood Metre 13.50 23.50 14.50 25.00

17.34

Each 0.43 4.25 0.48 4.30

17.35

(a) 3mm thick or 8.44 kg/ Sqm.

taking 0.78 sqm. for window

of size 0.9m. x 1.3m. Sqm. 5.60 78.00 6.10 79.00

(b) 4mm thick or 10.78 kg/ Sqm.

taking 0.78 sqm. for window

of size 0.9m x 1.3m) Sqm. 5.60 104.00 6.10 104.00


(Indian) taking 0.78 Sqm. for

window of size (0.9m x 1.3m).

Sqm. 6.70 151.00 7.40 152.00

17.36

(a) Commercial with elm or

gurjan facing on both sides

with laminated core and

lipped edges :-

(i) 20 mm thickSqm. 43.00 385.00 47.50 389.00

(ii) 25 mm thick Sqm. 43.00 393.00 47.50 397.00

(iii) 30 mm thick Sqm. 43.00 401.00 47.50 405.00

Curtain rod 25mm dia with brackets

fixed in position including nails and

screws etc.

Fixed glass panes (2mm thick or

5.18 kg. per Sqm. glazing area up to

900 sq.cm. of each panes) with nails

and putty or wooden strip complete

in all respects.

Fixing glass panes (glazing area over

900 sq cm. of each pane) with nails

and putty or wooden strip complete

in all respects.

Factory manufactured solid flush

door fixed in position including cost

of teak wood chowkats iron hold fast,

corner straps iron hinges cleats and

stops etc. (excluding the cost of any

fittings other than specified above

but including labour for fixing the

same in position.)


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

(iv) 35 mm thick Sqm. 43.00 418.00 47.50 423.00

(b) Decorative with elm or gurjan

facing on one side teak facing

or the other side edge lipped

with teak, with laminated core.

(i) 20 mm thick Sqm. 43.00 414.00 47.50 419.00

(ii) 25 mm thickSqm. 43.00 432.00 47.50 436.00

(iii) 30 mm thick Sqm. 43.00 450.00 47.50 454.00

(iv) 35 mm thick Sqm. 43.00 462.00 47.50 466.00

(c) Decorative with teak facing on

both side edge lipped with

teak, with laminated core.

(i) 20 mm thick Sqm. 43.00 478.00 47.50 483.00

(ii) 25 mm thick Sqm. 43.00 491.00 47.50 496.00

(iii) 30 mm thick Sqm. 43.00 505.00 47.50 509.00

(iv) 35 mm thick Sqm. 43.00 518.00 47.50 523.00

17.37

each 0.70 0.95 0.75 1.00

17.38

(a) 20 mm thick Sqm. 17.00 137.00 19.00 138.00

(b) 12 mm thick Sqm. 17.00 90.00 19.00 92.00

17.39

Providing and fixing teak wood

50mm x 50mm x 50mm plugs

including cutting brick work and

fixing in cement mortar 1:3

Providing and fixing deodar wood

plain lining tongued and groved

including wooden plugs (Teak)

placed at 45cm to 60cm centre,

complete with necessary screws

(frame work shall be payable extra)

Providing and fixing kail wood plain

lining tongued and groved including

wooden plugs (Teak) placed at 45cm

to 60cm centres, complete with

necessary screws (Frame work will

be payable extra)


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

(a) 20 mm thick Sqm. 17.00 123.00 19.00 125.00

(b) 12 mm thick Sqm. 17.00 80.00 19.00 82.00

17.40

(a) 40 mm thick Sqm. 28.50 453.00 31.50 456.00

(b) 25 mm thick Sqm. 28.50 295.00 31.50 298.00

(c) 20 mm thick Sqm. 28.50 242.00 31.50 245.00

(d) 12 mm thick Sqm. 28.50 158.00 31.50 161.00

17.41

(a) 4mm thick 3 ply decorative ply

wood with teak faced on one

side. Sqm. 12.00 135.00 13.00 136.00

(b) 6mm thick decorative ply

wood teak faced on one side. Sqm. 12.00 153.00 13.00 155.00

(c) 9mm thick decorative ply


(d) 12mm thick decorative ply


(e) 4mm thick 3 ply commercial

ply wood. Sqm. 12.00 70.00 13.00 71.00

(f) 9mm thick commercial ply

wood. Sqm. 12.00 87.00 13.00 88.00

(g) 12mm thick commercial ply

wood. Sqm. 12.00 93.00 13.00 94.00

Providing and fixing teak wood plain

lining tongued and groved including

wooden plugs (Teak) placed at 45cm

to 60cm centres, complete with

necessary screws (frame work shall

be payable extra)

Providing and fixing ply wood, plain

lining but jointed including wooden

plugs (Teak) placed at 45cm to 60cm

centre complete with necessary nails

(Frame work shall be payable extra)


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

17.42

(a) 50 mm x 12 mm Metre 2.30 7.00 2.50 7.30

17.43

(a) 50 mm x 12 mm Metre 3.10 6.60 3.40 6.90

(b) 40mm x 12mm Metre 3.10 6.10 3.40 6.40

17.44

(a) 50 mm x 12 mm Metre 3.10 10.50 3.40 11.00

(b) 40mm x 12mm Metre 3.10 9.10 3.40 9.40

17.45

(a) Deodar wood Metre 5.80 32.00 6.40 32.50

(b) Kail wood Metre 5.80 28.00 6.40 28.50

(c) Commercial hard wood such

as Hollock, Champ,

Chikrassy and Chaplashek Metre 5.80 23.50 6.40 24.00

(d) Teak wood Metre 6.90 49.50 7.60 49.50

Providing and fixing deodar wood

Beading in door and window,

chowkats with iron screws fixed in

position, complete as per design and

shape required.

Providing and fixing beading to door

and window chowkat of commercial

hard wood such as hollock champ,

chukrassy and chaplash etc. (Non

coniferous timber other than teak

conforming to I.S.I specification No.

1003 kiln seasoned) with iron

screws, fixed in position complete as

per design and shape required.

Providing and fixing teak wood

beading to door windows chowkhat,

with iron screws fixed in position

complete as per design and shape

required.

Providing and fixing 12mm thick and

10mm wide palmets with 25mm

diametre wooden curtain rod and

brakets, including fixing with 25mm x

3mm M.S flat 10cm long and plugs

(Teak) etc. complete.


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

17.46

(a) Deodar woodMetre 6.80 37.00 7.50 37.50

(b) Kail wood Metre 6.80 33.00 7.50 33.50

(c) Commercial hard wood Metre 6.80 28.00 7.50 28.50

(d) Teak wood Metre 8.20 57.50 9.00 58.50

17.47

Metre - 7.80 - 7.80

17.48

Sqm. 5.10 41.00 5.60 41.50

17.49

Sqm. 6.80 125.00 7.50 125.00

17.50

(a) Brass helical spring Each 3.75 40.45 4.10 40.80

(b) Iron helical spring Each 3.75 11.90 4.10 12.25

17.51

(a) 100mm Each 3.75 22.00 4.10 22.35

(b) 125mm Each 3.75 29.70 4.10 30.05

Providing and fixing 12mm thick

150mm wide palmets with 25mm dia

wooden curtain rod and brackets,

including fixing with 25mm x 3mm

M.S flat 10cm long and plugs (Teak)

etc. complete.

Extra for Providing and fixing

aluminium curtain rail with rollers

stop ends and brackets in palmets,

instead of Teak wood curtain rod

25mm dia and brackets (Actual

length of rail to be measured).

Providing and fixing 4mm thick hard

board of approved quality in partition

including fixing to frames with screws

complete (Beading and frame work

to be paid separately).

Providing and fixing decorative ply

wood 4mm thick three ply Teak

faced on one side in partition

including fixing to frames with steel

screws complete (Beading and frame

work to be paid separately).

Providing and fixing helical door

spring 150mm (superior quality)

including necessary screws

complete.

Providing and fixing M.S double

action spring hinges with necessary

screws etc. complete.


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

(c) 150mm Each 3.75 33.60 4.10 33.95

17.52

(a) I.S.I Designation No. 1 (size

of door up to700mm) Each 8.50 241.00 9.40 242.00

(b) I.S.I Designation No. II (size

of door 701mm to 850mm)

Each 8.50 257.00 9.40 258.00

(c) I.S.I Designation No. III (size

of door 851mm to 1000mm)Each 8.50 307.00 9.40 308.00

17.53

Sqm. 11.50 196.00 12.50 197.00

17.54

(i) For fixed portion Kg. 9.08 235.36 9.99 236.27

Providing and fixing hydraulic door

closer I.S.I mark with necessary

screws etc. complete.

Providing and fixing 0.50mm thick

aluminium sheet including cost of

necessary fitting i.e. brass nails &

screws etc, complete.

Providing and fixing anodised

aluminium work for doors, windows,

ventilators and partitions with

extruded built up standard tubular

sections/ appropriate z sections and

other sections conforming to IS: 733

and IS : 1285 of Jindal, Hindalco,

Mahavir or equivalent make

approved by Engineer-in-charge

fixed with rawl plugs and screws or

with fixing clips, or with expansion

hold fasteners including necessary

filling up of gaps at junctions, at top,

bottom and sides with required

PVC/neoprene felt etc. Aluminium

sections shall be smooth, rust free,

straight, mitred and jointed

mechanically wherever required

including cleat angle, Aluminium

snap beading for glazing / panelling,

C.P.brass/ stainless steel screws, all

complete as per architectural

drawings and the directions of

Engineer-In-Charge. (Glazing and

panelling to be paid for separately).


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

(ii) For shutters of doors,

windows & ventilators

including providing and fixing

hinges/pivots and labour for

fixing of fittings wherever

required including the cost of

PVC/neoprene gasket

required in groove of meeting

style. Kg. 11.36 251.64 12.49 252.78

17.55

(i) Pre-laminated particle board

with decorative lamination on

one side and balancing

lamination on other side. Sqm. 52.38 815.33 57.61 820.57

(ii) Pre-laminated particle board

with decorative lamination on

both sides. Sqm. 52.38 849.98 57.61 855.22

17.56

(i) With float glass panes of 5.5

mm thickness. Sqm. 101.22 705.17 111.35 715.30

(ii) With float glass panes of 4

mm thickness. Sqm. 101.22 578.12 111.35 588.25

Providing and fixing 12mm thick

prelaminated particle board flat

pressed three layer or graded wood

particle board conforming to IS:

12823 Grade-l Type-ll, in panelling

fixed in aluminum doors, windows

shutters and partition frames with

C.P. brass / stainless steel screws

etc. complete as per architectural

drawings and directions of Engineer-

In-Charge.

Providing and fixing glazing in

aluminium door, window, ventilator

shutters and partitions etc. with PVC/

neoprene gasket etc. complete as

per the architectural drawings and

the directions of engineer-in-charge.

(Cost of aluminium snap beading

shall be paid in basic item).


Labour

Rate

Through

Rate

Labour Rate Through

Rate

1 3 4 5 6 7


2

17.57

Each 63.89 1653.32 70.28 1659.71

Note :- Rates of item No. 17.54, 17.55, 17.56 & 17.57 are based on September 2008.

Providing and fixing double action

hydraulic floor spring of approved

brand and manufacture IS : 6315

marked, for doors including cost of

cutting floors as required, embedding

in floors and cover plates with brass

pivot and single piece M.S. sheet

outer box with slide plate and with

stainless steel cover plate etc.

complete as per the direction of

Engineer-in-charge.


(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

(viii)

Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

18.1

(a) R.S. Joists Qtl. 51.50 595.00 56.50 600.00

(b) Flats Qtl. 54.00 610.00 59.00 616.00

(c) Tees, angles and channels. Qtl. 63.00 614.00 69.00 620.00

18.2

Qtl. 70.00 621.00 77.00 628.00

18.3

(a) For roof trusses, well curbs, plates and

trussed girders, etc. of any span for

buildings and bridges upto 15 metres

span. Qtl. 244.00 806.00 269.00 830.00

2

Steel work, fixed independently without

connecting plates, including cutting, hoisting

and fixing in position :-

Steel work in hip and jack rafters, common

rafters purlins etc. with angle iron cleats and

other connecting plates.

Structural steel work in angles, tees and

flats, rivetted or welded including cutting fixing

all gusset plates, bolts, nuts, rivets, welding

rod, etc. with hoisting and erecting in

position :-

The cost of all rivets, bolts and nuts is included in the through rates.

The labour rates given in this chapter include the cost of tools and plants, welding rods and

scaffolding (labour and material) where ever required. The labour rates also cover the electrical and

gas charges, where welding work is done.

The rates given in item No. 18.17 are also applicable for the item of "tie rod" provided in the well

steining. These rates also includes the cost of flat steel bond ring, threading and welding, whenever

done, complete in all respects. Only bottle nuts are payable as per item No. 18.16.

Deleted

Plains Sub-Mountainous

Region

Sr. No. UnitDescription

CHAPTER NO. 18

STEEL AND IRON WORK

Notes :-

The rates in this chapter are for both rivetted as well as welded work.

The labour and through rates for items Nos. 18.1,18.2,18.3,18.6 and 18.7 are for a height up to 4

metres above plinth. For additional slab of height of 4 metres, or part thereof, the rates for item Nos.

18.1, 18.2 are to be increased by Rs. 2.00 per quintal, and the rates for item Nos. 18.3,18.6,18.7 are

to be increased by Rs. 4.00 per quintal.

Rates for steel boundary gates shall be the same as for the steel roof trusses.

Unless otherwise stated, the labour rates include handling of materials with in 100 metres.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region


(b) For roof trusses, well curbs, plates and

trussed girders, etc. of any span for

buildings and bridges more than 15

metres upto 30 metres span. Qtl. 301.00 863.00 331.00 893.00

18.4

Qtl. 301.00 863.00 331.00 893.00

18.5

Qtl. 330.00 891.00 363.00 924.00

18.6

Qtl. 79.00 629.00 87.00 637.00

18.7

Qtl. 133.00 683.00 146.00 696.00

18.8

Sqm. 75.00 303.00 83.00 311.00

Structural steel work in compound built up

girders or stanchions built up from two or

more R.S. joists or chanel section or plates

and angles etc. rivetted or welded, including

cutting and fixing all lattices bars, stiffeners,

gusset, plates, bolts nuts, rivets, welding rods,

etc. complete with flange plates, heads sole

plates, angle connections, etc. with hoisting

and erecting in position.

Wrought iron and mild steel ladders,

framed grills, grating etc. with ends of bars,

rivetted or welded or forged, framed window

guards, barred iron doors, stair case, iron

railing including cost of bolts and nuts or

screws or welding rod, complete fixed in

position.

Providing & fixing G.I. sheet 0.80 mm thick

garage doors, with 40mm x 40mm x 6mm

angle frame with diagonal braces, 3.15 mm.

thick gusset plates at the junctions, hooks at

the top and 25mm dia pulleys and T-iron

50mm x 50mm x 6mm guides at bottom

including locking arrangement with handles,

and pintles, etc. complete.

Iron grated doors, including pintle hinges and

arrangements.

Structural steel work in built-up girders, or

stanchions, built up of one joist or channel

sections rivetted or welded, including cutting

and fixing all gusset plates, bolts, nuts, rivets,

welding rods, etc. complete with flange plates,

heads, sole plates angle connections, etc. with

hoisting and erecting in position.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region


18.9

Sqm. 95.00 390.00 104.00 399.00

18.10 (a) Supplying and fixing rolling shutters of

approved make, made of 80mm x

1.25mm M.S. Laths, interlocked

together through their entire length, and

jointed together, at the end by end

locks, mounted on specially designed

pipe shaft, with brackets, side guides

27.5 cm. long wire spring grade No. 2

and arrangement for inside and outside

locking, with push and pull operation

complete, including top cover 0.80mm

thick (payment is to be made for the

exact size of opening; where rolling

shutter is to be fixed). Sqm. 7.30 240.00 8.00 241.00

(b) Providing & fixing ball bearing, for push

and pull type rolling shutters, from 9.20

to 12 sqm. area. Sqm. - 134.00 - 134.00

18.11

Sqm. - 56.00 - 56.00

Note :-

18.12

Sqm. 8.50 228.50 9.40 229.40

18.13

Each 7.00 22.00 7.70 23.00

Extra for providing mechanical device, chain

and crank operation, for operating rolling

shutters, exceeding 11.20 Sqm. In area, of the

rolling shutter.

Payment to be made, for area of clear opening.

Providing & fixing G.I. sheet 0.80 mm thick

sliding shutters, with 40mm x 40mm x 6mm

angle iron frame with diagonal braces, 3.15

mm. gusset plates at the junctions, hooks at

the top and 23mm dia pulleys at the bottom

and 40mm x 40mm x 6mm angle iron top and

bottom guides including locking arrangements

with handles etc. complete.

Providing and fixing in position collapsible steel

shutters, with vertical channels 20mm x 10mm

x 2mm and braced with flat iron diagonals

20mm x 5mm size with top and bottom rails of

T-Iron 40mm x 40mm x 6mm with 38mm dia

steel pulleys, complete with bolts, nuts, locking

arrangements, stoppers, handles etc.

complete.

Supplying and fixing fan clamps with 50mm x

6mm flat iron, 50cm long and U-hooks of

16mm diameter M.S. bars, of approved size

with nuts including threading etc. complete.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region


18.14

Each 2.50 9.25 2.70 9.50

18.15

Kg 1.40 6.70 1.55 6.80

18.16

Kg - 14.00 - 14.00

18.17

(i) 20mm dia bars and below Qtl. 54.00 598.00 59.00 603.00

(ii) above 20mm dia bars Qtl. 48.00 592.00 53.00 596.00

18.18

Qtl. 49.00 684.00 54.00 689.00

18.19

18.19

(i)

(a) Upto One Sqm Area Per Kg. 2.50 10.90 2.70 11.10

(b) Above One Sqm Area Per Kg. 2.20 10.40 2.40 10.60

18.20

18.20

(i)

Per Kg. 2.50 10.40 2.80 10.70

Supplying & fixing fixed steel windows of

standard rolled steel sections joints mitred

and electrically flash welded including iron lugs

and glazing clips, labour for fixing during

masonary complete (excluding glazing) and

fixing with two coats of readymixed paint, red

lead non-setting primer.

Deleted

Deleted

Supplying and fixing openable steel

windows of standards rolled steel sections ,

joints mitred and electrically flash welded with

iron fittings, necessary iron handles, peg stay,

catchers bolts, iron lugs and pressed steel

projected hinges and glazing clips and labour

for fixing during masonary complete

(excluding glazing) and finished with two coats

of readymixed paint, red lead non-setting

primer

Providing and fixing M.S round, or square bars

at required spacing in wooden frames of

window and clerestory windows.

Bolts and nuts of all sizes and length required.

Mild steel reinforcement for R.CC work

where not included in the complete rate of

R.CC including bending, binding and

placing in position complete :-

Cold twisted deformed (ribbed/ tor steel) Bars,

for R.C.C. works, where not included in the

complete rate of R.C.C. including bending,

binding, and placing in position complete.

Providing and fixing 16mm dia metre fan hooks

80 cm long, of required shape and size.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region


18.21

Sqm. 10.00 - 11.00 -

18.22

Sqm. 13.50 - 14.50 -

18.23

18.23

(i)

(a) Doors and windows frame of size

118mm x 60mm with 40 mm wide single

rebate. Mtr. 13.00 48.00 14.50 49.50

(b) Doors and windows frame of size


rebate. Mtr. 13.00 47.50 14.50 49.00

(c) Doors and windows frame of size

161mm x 60mm with 40 mm wide

double rebate. Mtr. 13.50 56.50 15.00 58.00

(d) Doors and windows frame of size



Fixing steel windows in walls with lugs,

embedded in 15 cm x 12 cm x 7.5 cm

cement concrete blocks of 1:2:4 mix, excluding

fixing of glass panes and cost of cement

concrete.

Fixing steel windows in walls with lugs,

embedded in 15 cm x 12 cm x 7.5 cm of

cement concrete blocks of 1:2:4 mix, including

cost of cement concrete for lugs.

Deleted

Supply & Fixing of pressed steel frames

(Chowkats) consisting of 18 gauge

(1.25mm) thick steel sheet of the specified

section (standred design latest) including iron

lugs (hold fasts) iron hinges, confirming to

P.W.D. specifications including bolts for fixing

stops, lock-notch provision for receiving tower

bolts, Hydraulic spring and finished with one

priming coat of approved quality, fixed in

position, including the cost of cement

concrete 1:3:6 for filling in the frame and

cement concrete 1:2:4 for lugs complete.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region


18.23

(ii)

(a) Doors and windows frame of size


rebate. Mtr. 10.50 41.00 11.50 42.00

(b) Doors and windows frame of size


rebate. Mtr. 10.50 40.50 11.50 41.50

(c) Doors and windows frame of size



(d) Doors and windows frame of size



Note :- (i) The centre mullion in any door and

window frame will be counted and paid

1½ time of outer section, for its clear

length.

(ii) These rates have been prepared/

calculated adopting the unit as running

metre before recording the

measurements, it shall be ensured by

the sub divisional Engineer/Engineer-in-

charge that both gauge and weight of

steel chowkats shall be checked and the

actual weight shall not vary more than

5% from the theoratical calculated

weight.

Sr.

No.

Sectional size of steel chowkats.

1 118mm x 60mm with 40mm wide single

rebate

2 113mm x 60mm with 35mm wide single

rebate.

Supply of preseed steel sheet frames

(Chowkats) consisting of 18 guage (1.25mm)

thick steel sheet of specified section (standard

design latest) including iron lugs (hold fasts)

iron hinges, confirming to P.W.D. specifications

including bolts for fixing stops, lock-netch

provisions for receiving tower bolts, Hydraulic

spring and finished with one priming coat of

approved quality, fixed in position, (excluding

the cost of cement concrete 1:3:6 for filling in

the frame and cement concrete 1:2:4 for lugs)

complete.

Weight per metre

3.43 kg.

3.38 kg.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region


3 161mm x 60mm with 40mm wide

double rebate.

4 151mm x 60mm with 35mm wide

double retate.

Before making the payment the gauge,

the size and the section of steel chowkat

(whether for single rebate or for double

rebate including the sectional size ) and

the weight of steel chowkats shall be

recorded in the measurement book by

the Sub Divisional Engineer/Engineer-in-

Charge to ensure conformity with the

above stipulations regarding weight.

18.24

(a) Glass panes 3mm thick upto 0.40 sqm.

area Sqm. 5.60 98.00 6.20 98.00

(b) Glass panes 4mm thick, exceeding

0.40 sqm. area. Sqm. 5.60 121.00 6.20 121.00

18.25

Sqm. 28.00 80.00 31.00 83.00

18.26

Cm - 0.40 - 0.40

18.27

(a) For single rebate.Sqm. 14.30 78.00 15.70 79.00

(b) For double rebate.Sqm. 84.00 220.00 92.00 229.00

Welding by gas or by electric plant, including

carriage to and from workshop.

Providing & fixing M.S. angle iron 40mm x

40mm x 6mm chowkat including iron hold

fasts, butt hinges fixed in position, finished with

red lead non setting primer complete in all

respect.

4.05 kg.

3.95 kg.

Supplying and fixing glass panes including

special metal sash putty of approved make.

Wire gauge fixed on steel windows of standard

rolled steel section, with 3mm thick flat iron

cover moulding of 12.5mm width, fixed with

machine screws, complete in all respects.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region


18.28

Metre 16.60 92.00 18.30 94.00

18.29

Sqm 10.45 76.20 11.50 77.25

18.30

Each 2.00 5.35 2.20 5.55

18.31

Each 35.00 734.50 38.50 738.00

18.32

Per

Block 6.30 23.60 6.90 24.20

18.33

Qtl. 1.00 1.00 1.10 1.10

Extra for work done in each subsequent storey

above the first storey for item No.18.17 and

18.18.

Providing and fixing stair case railing made out

of M.S. square bars 20mm x 20mm as vertical

part 0.70 metre high fixed with M.S. base plate

of 40mm x 40mm x 6mm and flat iron 40mm x

6mm as hand rail complete in all respect.

Providing & Fixing of 10 guage welded mesh of

75mm x 25mm size fixed on steel glazing with

M.S. flat 20mm x 6mm beeding complete in all

respect including painting two coats with

Synthetic Enamel Paint and Priming coat.

Providing & Fixing of 12mm M.S. Rod in

cement concrete block of size 675mm x

150mm x 150mm including cost of block for

cycle stand as per design required complete in

all respect.

Providing & Fixing M.S. Flat 50mm x 6mm x

150mm long with 10mm M.S. bar ends 175mm

long hooks in R.C.C. slab for fixing false

ceiling.

Providing & Fixing door floor spring double

action of I.S.I specification for aluminum doors/

steel doors


(i)

(ii)

(iii)

(iv)

(a)

(b)

Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

19.1

Sqm. 0.60 0.60 0.60 0.60

19.2

Sqm. 0.95 0.95 0.95 0.95

19.3

(a) Up to 40 per cent Sqm. 0.90 0.90 0.90 0.90

(b) Above 40 per cent Sqm. 1.15 1.15 1.15 1.15

19.4

(a) Up to 40 per cent Sqm. 1.15 1.15 1.15 1.15

(b) Above 40 per cent Sqm. 1.50 1.50 1.50 1.50

19.5

Sqm. 1.70 1.70 1.70 1.70

19.6

Sqm. 1.95 1.95 1.95 1.95


Region

The rates for item Nos. 19.1 to 19.6 include the cost of fine dressing to exact level, watering and

preparing sub-grade. All basket earth work to be paid extra at the rates for lip cutting.

For concrete lining with machine-mixed concrete, rates shall be amended as follows :-

Description

CHAPTER NO. 19

LINING

Notes :-

Labour rates for lining items include handling of materials with in 100 metres.

2

If the machanical mixer is employed departmentally at Government expense, the labour as

well as through rates shall be decreased by Rs. 4.00 per cum.

The cost of water is not included in the following rates except items 19.24 and 19.25 and the water

shall be supplied by the department free of cost.

In case the mechanical mixer is employed at the contractor's expense, the labour as well as

through rates shall be increased by Rs. 6.00 per cum.

Sr. No. Unit

Dressing bed and preparation of sub grade

for lining in earth work with admixture of

shingle or kankar :-

Dressing side slops and preparation of sub

grade for lining in earth work with admixture

of shingle or kankar :-

Dressing bed and preparation of sub-grade

for lining in mixed gravel and conglomerate

reaches.

Dressing side slopes and preparation of sub

grade for lining in mixed gravel and

conglomerate reaches.

Dressing bed and preparation of sub grade

for lining.

Dressing side slopes and preparation of sub

grade for lining.

Page 143 CSR1987 [Re-print]

Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


Region

Description

2

Sr. No. Unit

19.7

-

(i) 10mm thick cement mortar 1:5 on sub-

grade. Sqm. - - - -

(ii) First layer of 5.08 cm. thick tiles 30.48

x 15.24 cm laid in 1:5 cement mortar

as mentioned above. Sqm. - - - -

(iii) Sand-wiched plaster 1:3 cement sand

mortar 16mm thick. - - - -

(iv) Second layer of tile 5.08 cm thick laid

in 1:3 cement mortar with 6mm thick

layer of mortar over sand-wiched

plaster :- - - - -

(I) In bed Sqm. 8.30 58.00 8.30 58.00

(II) On side slopes:-

(a) Upto 3.5 metres height above bed

level. Sqm. 10.00 60.00 10.00 60.00

(b) Above 3.5 metres but upto 5.5 metres

height Sqm. 11.00 61.00 11.00 61.00

(c) Above 5.5 metres but upto 7.5 metres

height Sqm. 11.50 61.00 11.50 61.00

Note :-

19.8

(i) 10mm thick cement mortar 1:5 on sub-

grade Sqm. 6.70 36.50 6.70 36.50

(ii) Single layer of 5.08 cm thick tiles

30.48 x 15.24x5.08cm. laid in 1:5

cement mortar mentioned above. Sqm. 6.70 36.50 6.70 36.50

(iii) 20mm thick cement plaster 1:3

properly rendered and finished. Sqm. 6.70 36.50 6.70 36.50

19.9

(a) hand mixed concrete lining in bed. Cum. 46.50 358.00 51.00 362.00

Double layers tile lining for irrigation

channals consisting of :-

The height is to be measured vertically.

Single layer tile lining in bed only

consisting of :-

Cement concrete lining 15cm. thick or

less for irrigation channels, using cement

concrete 1:3:6 :-


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


Region

Description

2

Sr. No. Unit

(b) hand mixed concrete lining on side

slopes for vertical height up to 3.5m. Cum. 50.00 362.00 55.00 366.00

(c) hand mixed concrete lining on side

slopes for vertical height above 3.5m

but upto 5.5m. Cum. 57.00 368.00 62.00 373.00

(d) hand mixed concrete lining on side

slopes for vertical height above 5.5m

but upto 7.5m. Cum. 63.00 375.00 68.00 379.00

19.10

Cum. 54.50 54.50 54.50 54.50

19.11

Metre 1.80 1.80 1.80 1.80

19.12

Sqm. 0.23 4.20 0.23 4.20

19.13

(a) In bed Sqm. 0.35 0.60 0.35 0.60

(b) On side slopes. Sqm. 1.25 1.90 1.25 1.90

19.14 sq m of

curved

surface 0.08 0.55 0.08 0.55

19.15

(a) In bed Cum. 6.90 16.00 6.90 16.00

(b) On side slopes. Cum. 8.30 17.50 8.30 17.50

19.16

sq m 0.06 1.00 0.07 1.05

Note :-

19.17 Per mtr.

per cm.

depth. 0.09 0.36 0.09 0.36

19.18

Each 3.80 44.50 4.20 45.00

Making dry brick drains behind lining 7.5cm

brick alround.

Putting 1:3 cement sand slurry 6mm thick

on prepared bed and side slopes before

laying concrete on bed and side slopes.

Curing lining for 28 days :-

Filling expansion joints with special

impervious hot pour 12.5mm wide.

Bending and fixing iron rungs on lined

slopes.

Excavating conglomerate for drains and bed

sleepers under the lining.

Extra allowance for providing templates in

curved portion of lining.

Extra allowance for form work in concrete

lining :-

Extra allowance for scaffolding in tile and

concrete lining for side slopes only.

The rates for item No. 19.16 are payable on

area of side slopes only.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


Region

Description

2

Sr. No. Unit

19.19

Metre 0.70 6.70 0.70 6.70

Note :-

19.20

Metre 0.39 - 0.39 -

19.21 Cum.

Same rates

as for

carriage of

materials

over short

lead plus

Rs. 1.20

per cum. for

collecting

the

scattered

material. -

Same rates

as for

carriage of

materials

over short

lead plus

Rs. 1.20 per

cum. for

collecting

the

scattered

material. -

Note :-

19.22

(a) In bed Sqm. 2.65 4.05 2.65 4.05


Note :-

19.23

(a) 0 to 1.5 metre depth Cum. 7.50 7.50 7.50 7.50

(b) depth exceeding 1.5 metres but upto

3.0 metres. Cum. 8.00 8.00 8.00 8.00

Making temporary perforated french drain

on top of coping of lining for curing,

consisting of two tiles laid on edge in 1:7

cement mortar on each side of the drain.

The rates for item Nos. 19.19 and 19.20 are

included in the rate of item No. 19.13 for

curing and are not payable in addition. These

rates are payable only when curing is done

departmentally and the work of french drain is

got done through contractor.

Cement pointing 1:2 on tile lining.

Earth work for lip cutting for lining of

irrigation channels inclusive of all allowances,

lead and dressing :-

The work of item No. 19.22 is to be done and

paid for only when specially permitted by the

Superintending Engineer.

Dismantling perforated french drain on top of

lining.

Collecting kattals and brick bats from bed

including stacking of collected material out

side the canal.

In item No. 19.21, lift shall be converted into

horizontal lead as laid down in note (i) of

chapter No. 6.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


Region

Description

2

Sr. No. Unit

(c) depth exceeding 3.0 metres but upto

4.5 metres. Cum. 8.70 8.70 8.70 8.70

(d) depth exceeding 4.5 metres but upto

6.0 metres. Cum. 9.70 9.70 9.70 9.70

(e) depth exceeding 6.0 metres but upto

7.5 metres. Cum. 10.50 10.50 10.50 10.50

Note :- (i) The height in item No. 19.23 is to be

measured vertically.

(ii) The rates for lip cutting are payable for

the entire depth including the bottom

curve.

19.24

(a) In bed Sqm. 13.50 63.00 13.50 63.00


19.25

(a) In bed Sqm. 8.60 41.50 9.40 42.50


19.26

(a) First layer 12.5mm thick cement

plaster 1:5 on sub grade and finished. - - - -

(b) Second layer of 10mm thick cement

plaster 1:3 properly rendered and

finished. - - - -

(c) 75mm thick bricks laid in 1:3 cement

sand mortar over second layer. Sqm. 14.00 14.00 15.00 15.00

Double layer tile lining for water storage

tanks as per specifications of item no. 19.7

but including cost of dressing of sub grade,

providing scaffolding and curing etc.


Lining of water storage tanks with 5 cm.

thick cement concrete 1:3:6 laid over 7.5 cm

thick layer of cement concrete 1:6:12

including dressing of sub grade, curing of

work and scaffolding etc., complete in all

respects :-

Single layer brick lining for irrigation

channels (Distributaries and minors) or

section for all depths consisting of :-


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


Region

Description

2

Sr. No. Unit

19.27 (a) Brick lining 7.5cm thick in 1:3

cement sand mortar over low density

polyethylene over dressed sub-grade

with 12.5 mm thick sand cushion in

curved bed portion only including

laying, trenching and jointing L.D.P.E Sqm. 10.50 10.50 11.50 11.50

(b) Brick lining 7.5cm thick in 1:3 cement

sand mortar over 12.5 mm thick base

plaster 1:6 over dressed sub-grade

including laying, trenching and jointing

of low density polyethylene.

Sqm. 14.50 14.50 16.00 16.00

19.28

Sqm. 4.75 5.50 4.75 5.50

Note:- If the work pertains to flat brick lining instead

of Tile lining the labour rates as well as the

through rates will be increased by 33%.

Raking, cleaning and filling of Hollow joints in

cement sand mortar 1:3 on side slopes of tile

lined channels.


(i)

(ii)

Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

20.1

(a)

(i) Channel discharge upto 1.5 cum. Per

second. Job 27.00 - 27.00 -

(ii) Channel discharge exceeding 1.5 cum./s.

but upto 3 cum./s. Job 43.00 - 43.00 -

(iii) Channel discharge exceeding 3 cum./s.

but upto 6 cum./s. Job 67.00 - 67.00 -

(iv) Channel discharge exceeding 6 cum./s.

but upto10 cum./s. Job 107.00 - 107.00 -

Note :-

(b)

(i) With 'H' upto 0.5m Job 27.00 - 27.00 -

(ii) With 'H' more than 0.5m but upto 0.9m Job 67.00 - 67.00 -

(iii) With 'H' more than 0.9m but upto 1.10m

Job 107.00 - 107.00 -

(c)

(i) With 'H' upto 0.5m Job 7.80 - 7.80 -


Earth work involved in dismantling open flume

A.P.M. or O.S.M. type out lets (including

excavation, refilling, consolidation and dressing)

Earth work involved in dismantling gullet

walls of outlets for adjusting 'Y' of A.P.M. or 'B'

of open flume out lets :--

CHAPTER NO. 20

OUT LETS

Notes :-

The term "discharge" wherever used in this Chapter means designed full supply discharge of the

parent channel opposite the oulet.

The labour rates include the rehandling of materials within 100 metres.

DescriptionSr. No. Unit Plains

2

Sub-Mountainous

Region

Earth work for outlets :-

Channels with discharge over 10 cum/s are

classified as branches and therefore their

payments should be made based on actual

measurements.

Earth work for dismantling or construction of new

pipe or barrel type out lets (including excavation

refilling, consolidation and dressing) :-


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


2

Sub-Mountainous

Region


Job 39.00 - 39.00 -

(d)

(i) With 'H' upto 0.5m Job 78.00 - 78.00 -



Job 224.00 - 224.00 -

Note :- (i) Out lets with 'H' more than 1.10m will

usually be located in main canal and

branches, payment for these should be

based on actual measurements.

(ii) In case of dismantling, all earth work

borrowed from outside for making up the

deficiency in banks, if any, will be paid for

separately in addition to above rates.

(iii) The job rates given above include all

operations for excavation, refilling and

watering in layers, consolidation and

dressing.

20.2

(a) Pipe or barrel type outlets.

(i) Channel discharge upto 1.5 Cum./s Each 24.50 - 24.50 -

(ii) Channel discharge above 1.5 Cum./s but

upto 3 Cum./s Each 32.50 - 32.50 -

(iii) Channel discharge above 3 Cum./s but

upto 6 Cum./s Each 36.50 - 36.50 -

(iv) Channel discharge above 6 Cum./s but

upto 10 Cum./s Each 39.00 - 39.00 -

(b) Dismantling O.F., A.P.M. or O.S.M. type

outlets consisting of total dismentling i.e.,

concrete R.C. slab and cement masonry.

(i) With 'H' upto 0.5m Job 136.00 - 136.00 -


Dismantling outlests including removal of

dismentled material involving lead upto 100

metres.

Earth work involved in constructing new O.F.,

A.P.M. or O.S.M. type out lets :--


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


2

Sub-Mountainous

Region


Job 389.00 - 389.00 -

© Dismantling O.F., A.P.M. or O.S.M. type

outlets involving dismentling cement

masonry and removing of precast R.C.

Slab :--

(i) With 'H' upto 0.5m Job 97.00 - 97.00 -



Job 321.00 - 321.00 -

(d) Dismantling tail cluster bifurcation :--

(i) Complete dismantling including concrete

and masonry. Job 233.00 - 233.00 -

(ii) Cement masonry only. Job 170.00 - 170.00 -

(e) Dismantling tail cluster trifurcation :--

(i) Complete dismantling concrete as well as

masonry. Job 326.00 - 326.00 -


(f) Dismantling tail cluster quadrifurcation :-

(i) Complete dismantling concrete as well as

masonry. Job 423.00 - 423.00 -


20.3

(a) In case of new out lets where no

dismantling and reconstructing of gullet

walls is involved. Job 20.50 41.00 20.50 41.00

(b) Extra for dismantling and reconstructing

gullet walls where temporary A.P.M. block

is to be fixed on existing outlet, without

change in width of gullet i.e. 'B'

(i) With 'H' upto 0.5m Job 27.00 82.00 27.00 82.00

(ii) With 'H' more than 0.5m but upto 0.9m Job 42.00 136.00 42.00 136.00

Making temporary A.P.M. block and fixing at

site :--


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


2

Sub-Mountainous

Region


Job 58.00 179.00 58.00 179.00

(c) Extra over item No. 20.3 (a) in case of old

outlets where dismantling and

reconstructing of gullet walls is involved

including change in width of gullet i.e., 'B'

of the outlet upto 30 m.m

(i) H' upto 0.5m Job 38.00 126.00 38.00 126.00

(ii) H' more than 0.5m but upto 0.9m Job 68.00 241.00 68.00 241.00

(iii) H' more than 0.9m but upto 1.10m Job 100.00 352.00 100.00 352.00

20.4

(a) In case of new outlets where no


walls is involved. Job 8.00 - 8.00 -

(b) Extra over item No. 20.4 (a) in case of

outlets where dismantling and


without change in width of gullet i.e., 'B'

of the outlet Job

(c) Extra over item No. 20.4 (a) in case of

old outlets where dismantling and


including change in width of gullet i.e., 'B'

of the outlet upto 30 m.m Job

20.5

(a) In case of new outlets where no


walls is involved. Job 8.00 - 8.00

(b) Extra over item No. 20.5 (a) in case of

old outlets where dismantling and


without change in width of gullet walls

i.e., 'B' of the outlet Job

(c) Extra over item No. 20.5 (a) in case of

existing outlets where dismantling and

reconstructing side walls is involved

including change of 'B' upto 30 m.m

Same rate as per

item no. 20.3 (b)

Same rate as per

item no. 20.3 (b)

Adjusting check plates of open flume outlet

to correct 'B' and fixing at site flush with the

gullet walls :--

Adjusting A.P.M to the correct 'Y' and fixing

in position.

Same rate as per

item no. 20.3 (c)

Same rate as per

item no. 20.3 (c)

Same rate as per

item no. 20.3 (b)

Same rate as per

item no. 20.3 (b)


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


2

Sub-Mountainous

Region

(i) H' upto 0.5m Job 43.00 137.00 43.00 137.00

(ii) H' more than 0.5m but upto 0.9m Job 85.00 296.00 85.00 296.00

(iii) H' more than 0.9m but upto 1.10m Job 120.00 432.00 120.00 432.00

Note :- (i) In case change in 'B' is more than 30mm

curved approach shall have to be

dismantled considerably and therefore

payment may be made on the basis of the

actual measurements.

(ii) Rates for adjusting 'B' of an open flume

outlet without check plates will be the

same as per item Nos. 20.5 (c-i) to 20.5 (c-

iii) as the case may be.

20.6

(a) H' upto 0.5m Job 22.50 29.50 22.50 29.50

(b) H' more than 0.5m but upto 0.9m Job 34.00 44.00 34.00 44.00

(c) H' more than 0.9m but upto 1.10m Job 45.50 58.00 45.50 58.00

20.7

(a) H' upto 0.5m Job 17.00 23.50 17.00 23.50

(b) H' more than 0.5m but upto 0.9m Job 22.50 32.50 22.50 32.50

(c) H' more than 0.9m but upto 1.10m Job 34.00 47.00 34.00 47.00

20.8

(a) For adjusting 'B' 'Y' or crest level of the

O.F. and A.P.M. types for plains and for

dismantling or constructing pipe or barrel

type outlets for sub mountainous region :--

(i) For channels with designed F.S. depth up

to 0.5m Job 55.00 115.00 60.00 120.00

(ii) For channels with designed F.S. depth

above 0.5m but upto 0.9m Job 97.00 212.00 106.00 222.00

Extra over item No. 20.3, 20.4 and 20.5 as the

case may be, for adjusting of crest levels of O.F.

and A.P.M. out lets with 1:2:4 cement concrete

when lowering of crest level is involved :--

Constructing, watching and removing bund in

running water for out lets :--

Extra over item No. 20.3, 20.4 and 20.5 as the

case may be for adjusting crest level of O.F. and

A.P.M. outlets with 1:2:4 cement concrete when

raising of the crest level is involved.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


2

Sub-Mountainous

Region

(iii) For channels with designed F.S. depth


(b) For constructing complete O.F. or A.P.M.

type outlets in running water :--


to 0.5m Job 111.00 255.00 111.00 255.00





(c) For dismentling or constructing pipe

outlets :--


to 0.5m Job 55.00 115.00 55.00 115.00





20.9 Per

outlet 23.00 64.00 23.00 64.00

20.10

(i) H' upto 0.5m Per

outlet 48.00 - 48.00 -

(ii) H' more than 0.5m but upto 0.9m Per

outlet 96.00 - 96.00 -

(iii) H' more than 0.9m but upto 1.10m Per

outlet 152.00 - 152.00 -

20.11 Per

outlet 22.50 27.50 25.00 30.00

20.12

Metre 2.60 - 2.85 -

20.13

Laying iron pipes for outlets upto 150 mm

diameter.

Laying re-inforced cement concrete pipes for

outlets and culverts including joining ends and

fixing collar with cement mortar 1:2 :--

Repairing damaged reducing collar of hume pipe

outlets.

Extra labour for dressing bricks on O.F. and

A.P.M. type outlets :-

Adjusting 'B' of tail cluster by dismantling and

rebuilding throat walls .


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


2

Sub-Mountainous

Region

(a) upto 150 mm inside diameter. Metre 2.65 3.80 2.90 4.05

(b) above 150 mm but upto 300 mm inside

dia. Metre 6.20 8.50 6.80 9.10

(c) above 300 mm but upto 600 mm inside

dia. Metre 15.50 22.00 17.00 23.50

(d) above 600 mm but upto 900 mm inside

dia. Metre 31.00 42.00 34.00 45.00

Note :-

20.14 Per

outlet or

culvert 16.00 - 17.50 -

The through rates for item No. 20.13 are

applicable when the joints are plugged with

coment mortar 1:2.

Hoisting and placing precast R.C. Slab or

stones in position on outlets or W.C culverts.


Sr. No. Unit Labour

Rate

1 3 4

21.1 Tonne 5.90

21.2

Qtl. 14.50

21.3 Qtl. 20.50

21.4 Each 1.10

21.5

(a) 4.5 metres and under sqm of

effective

area

6.50

(b) exceeding 4.5 metres but upto 7.5 metres. sqm of

effective

area

8.90

(c) exceeding 7.5 metres but upto 9 metres. sqm of

effective

area

9.40

21.6

Each 5.20

21.7 Each 1180.00

21.8 Each 1180.00

21.9 Metre 384.00

21.10 Metre 3.90

21.11

(a) 90O Job 118.00

(b) 135O Job 142.00

CHAPTER NO. 21

PILE DRIVING

Notes :-

The rates given in this chapter are for estimating purposes only. The works of sheet piling should be

done departmentaly as far as possible. No firm rate can be provided for sheet piling in view of the

special nature of the job, the rates for which may vary considerably according to site conditions.

Description

Cutting, Ransome, or Larson steel piles by hack

saw.

Cutting universal pipes by hack saw.

2

Loading or unloading steel sheet piles from Trucks.

Drilling holes in steel sheet piles by ratchet.

Drilling sheet piles :--

Setting up steel sheet piles in place ready for drilling

and fixing dolly.

Erecting piling machine

Dismantling piling machine

Raising and lowering piling machine

Carriage of piling machine under difficult conditions

Turning Machine :--


Sr. No. Unit Labour

Rate

1 3 4

Description

2

(c) 180O Job 177.00

21.12 Job 94.00

21.13

(a) upto 9m length Metre 19.50

(b) exceeding 9m but upto 12m Metre 24.00

(c) exceeding 12m but upto 15m. Metre 29.00

Driving precast R.C.C. piles including lifting,

handling, un-loading at canvenient places at site of

work, lifting and placing in correct position and

driving including cost of all machinery and plant, but

excluding cost of piles :--

Travelling machine light


Remarks

5

To be done by hand,

crane or ramps

including cost of rope.

CHAPTER NO. 21

PILE DRIVING

Notes :-

The rates given in this chapter are for estimating purposes only. The works of sheet piling should be

done departmentaly as far as possible. No firm rate can be provided for sheet piling in view of the

special nature of the job, the rates for which may vary considerably according to site conditions.

Rates include laying and

removing of track and

carriage of piles to

machine with average

distance of 100 metre.

The rates are for the

tackle gangs only

supplied by contractors.

Mechanical labour will be

supplied by the

department T-piles and

adjustable junction piles

will be counted as two

piles.


Remarks

5


(i)

(ii)

(iii)

(iv)

(v)


plains

1 3 4

22.1

(a) From N.S. Level to 1.5 metres depth. 100 cum 622.00

(b) Exceeding 1.5 metres, but up to 4.5 metres depth. 100 cum 758.00

(c) Exceeding 4.5 metres, but up to 7.5 metres depth. 100 cum 953.00

(d) Exceeding 7.5 metres but upto 12 metres depth. 100 cum 1244.00

22.2

100 cum 228.00

22.3

Quintal 13.00

22.4

(a) From 4.5 metres to 7.5 metres below ground level. 100 cum 3586.00

(b) Exceeding 7.5 metres but up to 10.5 metres, below

ground level. 100 cum 4759.00

CHAPTER NO. 22

WELL SINKING

Notes :-

Unless otherwise specified, the rates cover the cost of all tools, plants, steam hoist, dredger,

pulsometer, gentry and Kentledge etc. as well as loading, unloading of Kentledge and bailing or

pumping of water, where required including removing the excavated soil to a distance of 60 metres.

Description

In case of running streams or rivers, the spring level will be taken as the low water level in the stream

or river.

The rates given below do not cover the cost of false masonry and is payable extra at the rates

provided for well-steining in Chapter No.(11)-"Brick Work", if applicable or as per actual work done

and nothing is payable extra on this account.

The rates of items No. 22.6 to 22.10 are applicable, when the spring level is upto 7.5 metres below

ground level. In case depth of spring level is more than 7.5 metres, but upto 15 metres below ground

level, increase the rates of item No. 22.6 to 22.10, by 50%. If depth of spring level is more than 15

metres, but upto 30 metres, below ground level, increase the rates of item No. 22.6 to 22.10 by 100

per cent.

Where due to presence of boulders, the well sinking is likely to be more difficult and costly, special

rates will be framed by the Superintending Engineer, keeping in view the results of trial bores.

Earth work for digging well in dry excavation from ground level

up to the level where well kerb is placed including depositing

spoil with in 60 metres radius, and filling space, outside the

well, after completion :--

2

Extra over item No. 22.1 where excavation is done by picks

(such as in soils having admixture of shingle, gravel, moorum,

kanker etc.)

Lowering steel well in the pit and assembling in position when

depth is more than 4.5 metres from ground level.

Dry sinking of wells in alluvial soils, having admixture of clay

less than 20 percent :--



plains

1 3 4

Description

2

(c) Exceeding 10.5 metres but up to 13.5 metres, below


(d) Add for every additional 3 metres depth, or part thereof. 100 cum 1150.00

22.5

(a) From 4.5 metres to 7.5 metres below ground level. 100 cum 4244.00

(b) Exceeding 7.5 metres but up to 10.5 metres, below


(c) Exceeding 10.5 metres but up to 13.5 metres, below


(d) Add for every additional 3 metres depth, or part thereof. 100 cum 1378.00

22.6

(a) From spring level to 1.5 metres below spring level. 100 cum 7953.00

(b) Exceeding 1.5 metres, but up to 3 metres below spring

level. 100 cum 9334.00

(c) Exceeding 3.0 metres, but up to 6 metres below spring

level. 100 cum 10854.00

(d) Exceeding 6 metres, but up to 9 metres below spring

level. 100 cum 16916.00

(e) Exceeding 9 metres, but up to 12 metres below spring

level. 100 cum 20837.00

(f) Exceeding 12 metres, but up to 15 metres below spring

level. 100 cum 26022.00

(g) Exceeding 15 metres, but up to 18 metres below spring

level. 100 cum 31098.00

22.7

Dry sinking of wells in alluvial soil with admixture of clay more

than 20 percent or admixture of kankar up to 15 percent :-

Wet sinking of wells in soil with admixture of kankar/shingle, up

to 15 percent or of clay up to 33 percent or of both clay and

kankar/ shingle, up to 33 percent (Percentage of kaknkar/

shingle not exceeding 15) :-

Wet sinking of wells in soil containing admixture of

kankar/shingle exceeding 15 percent and upto 45 percent or of

clay exceeding 33 percent but upto 50 percent or of both clay

and kankar/shingle exceeding 33 percent but upto 50 percent

(Percentage of kankar/ shingle not exceeding 45) :-



plains

1 3 4

Description

2



level. 100 cum 12458.00


level. 100 cum 13580.00


level. 100 cum 22149.00


level. 100 cum 31506.00


level. 100 cum 39983.00


level. 100 cum 47408.00

22.8



level. 100 cum 15576.00


level. 100 cum 18493.00


level. 100 cum 26441.00


level. 100 cum 36153.00


level. 100 cum 43676.00


level. 100 cum 52117.00

22.9



kankar/shingle exceeding 65 percent, but less than 100

percent, or of clay exceeding 70 percent but less than 100

percent or of both clay and kankar/shingle, exceeding 70

percent but less than 100 percent :-


kankar/shingle exceeding 45 percent but upto 65 percent or of

clay exceeding 50 percent but upto 70 percent or of both clay

and kankar/shingle exceeding 50 percent but upto 70 percent

(percentage of kankar/ shingle not exceeding 65) :-



plains

1 3 4

Description

2


level. 100 cum 18122.00


level. 100 cum 22760.00


level. 100 cum 31348.00


level. 100 cum 41197.00


level. 100 cum 49394.00


level. 100 cum 58348.00

22.10



level. 100 cum 21405.00


level. 100 cum 25378.00


level. 100 cum 36256.00


level. 100 cum 44240.00


level. 100 cum 52581.00


level. 100 cum 63054.00

22.11

Per cum of

the volume

cleared

inside the

well

223.00

22.12

(a) From spring level to 3 metres below spring level. 100 cum --

For Sub Mountainous Areas only

Well sinking in general including all pumping shoring etc.

Cleaning of silt from wells with bed level upto 15 metres below

ground level including bailing out water and dredging.


kankar/shingle or and clay 100 percent :-



plains

1 3 4

Description

2

(b) Exceeding 3 metres, but up to 6 metres below spring

level. 100 cum --

(c) Exceeding 6 metres, but up to 9 metres below spring

level. 100 cum --


level. 100 cum --


level. 100 cum --


level. 100 cum --


Rates in Sub-

Mountainous

Area

5

684.00

834.00

1048.00

1369.00

---

14.50

---

---

CHAPTER NO. 22

WELL SINKING

Unless otherwise specified, the rates cover the cost of all tools, plants, steam hoist, dredger,

pulsometer, gentry and Kentledge etc. as well as loading, unloading of Kentledge and bailing or

pumping of water, where required including removing the excavated soil to a distance of 60 metres.

In case of running streams or rivers, the spring level will be taken as the low water level in the stream

or river.

The rates given below do not cover the cost of false masonry and is payable extra at the rates

provided for well-steining in Chapter No.(11)-"Brick Work", if applicable or as per actual work done

and nothing is payable extra on this account.

The rates of items No. 22.6 to 22.10 are applicable, when the spring level is upto 7.5 metres below

ground level. In case depth of spring level is more than 7.5 metres, but upto 15 metres below ground

level, increase the rates of item No. 22.6 to 22.10, by 50%. If depth of spring level is more than 15

metres, but upto 30 metres, below ground level, increase the rates of item No. 22.6 to 22.10 by 100

per cent.

Where due to presence of boulders, the well sinking is likely to be more difficult and costly, special

rates will be framed by the Superintending Engineer, keeping in view the results of trial bores.


Rates in Sub-

Mountainous

Area

5

---

---

---

---

---

---

--

--

--

--

--

--

--


Rates in Sub-

Mountainous

Area

5

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--


Rates in Sub-

Mountainous

Area

5

--

--

--

--

--

--

--

--

--

--

--

--

--

--

23344.00


Rates in Sub-

Mountainous

Area

5

28035.00

33734.00

36845.00

40384.00

48282.00


Labour Rate Through

Rate

1 3 4 5

23.1

(a) Loose Cum. 5.60 --

(b) Compacted in rolls of required diameter and length. Cum. 23.00 --

23.2


(b) Compacted in rolls. Cum. 2.80 --

23.3

(a) Loose :-

(i) One K.M. Cum. 3.50 --

(ii) Two K.M. Cum. 6.50 --

(iii) Three K.M. Cum. 8.75 --

(iv) Four K.M. Cum. 10.60 --

(v) Five K.M. Cum. 12.25 --

(vi) Subsequent K.M. per K.M. Cum. 1.25 --

(b) Compacted :-

(i) One K.M. Cum. 8.50 --

(ii) Two K.M. Cum. 15.70 --

(iii) Three K.M. Cum. 20.95 --

(iv) Four K.M. Cum. 25.60 --

(v) Five K.M. Cum. 30.48 --

(vi) Subsequent K.M. per K.M. Cum. 3.25 --

23.4

CHAPTER NO. 23

RIVER AND CANAL PROTECTION WORKS

Rate for "Plains "as well

as "Sub-Mountainous

Region"


2

Cutting pilchi, farash and sarkanda and carriage to work lead

two K.M. including loading and unloading :--

Loading pilchi, farash and sarkanda in boats within 15 metres :-

-

Carriage of pilchi, farash and sarkanda by boats including

loading and unloading :--

Unloading Pilchi, farash and sarkanda from boats and carriage

to yard upto one K.M. :--


Labour Rate Through

Rate

1 3 4 5


as "Sub-Mountainous

Region"


2


(b) Compacted Cum. 6.90 --

23.5

(a) 20 cm. or 23cm. dia. and 9m long Each 4.85 --

(b) 15cm. dia. and 9 m long Each 3.25 --

(c) 15cm, dia. and 1.5 m long Each 0.39 --

Note :-

23.6

Each 22.00 --

23.7 Each 15.50 --

23.8

Sqm. 20.00 --

Note :-

23.9

(a) 3rd K.M. sq m of

pitching

surface --

4.00

(b) Subsequent K.M. per K.M. sq m of

pitching

surface --

2.50

23.10

sq m of

pitching

surface

80 percent

of rate of

item No.

23.8 & 23.9 --

23.11 Sqm. 9.50 --

23.12 Sqm. 6.50 --

For above items, pitching shall be of 15cm. dia. Layers of

pilchi laid as header and 1.5. metres in length alternating with

15 cm. covering of earth for consolidation including pegs and

tying with wire (to be supplied by the department free of cost.)

Extra for carriage beyond 2 Km. of pilchi rolls 15cm, dia. 1.5m

long (vide item No. 23.8)

Making Pilchi, farash and sarkanda rolls excluding supply of

materials :--

The payment under item No. 23.5 is not to be made in addition

to those of item No. 23.1(b), 23.8, 23.9 and 23.10.

Making 0.75m. dia. and 5.5m. long pilchi rolls for permeable

spurs.

Pilchi revetment including carriage upto 2 K.M.

Surface protection with pilchi mattress lead upto 2.K.M

Launching the above and placing in position.

Pilchi, farash or sarkanda pitching on slope with rolls 15cm,

dia. and 1.5m, long including supply of pilchi involving carriage

with in 2 K.M. and labour for making rolls.

Pilchi, farash or sarkanda pitching one metre depth.


Labour Rate Through

Rate

1 3 4 5


as "Sub-Mountainous

Region"


2

23.13 Sqm. 4.35 --

23.14

(a) area of mattress upto 200 Sqm. Sqm. 1.80 --

(b) area of mattress exceeding 200 Sqm. but upto 250

sqm. Sqm. 2.45 --

(c) area of mattress above 250 sqm. Sqm. 2.60 --

23.15 Sqm. 5.80 --

23.16 Sqm. 12.00 --

23.17

Sqm. 5.80 --

23.18

Sqm. 5.60 --

23.19

(a) upto F.S. depth 0.5m. Each 0.25 --

(b) F.S. depth exceeding 0.5m.but upto 1.0m Each 0.50 --

(c) F.S. depth exceeding 1.0.m.but upto 1.25m Each 0.80 --

(d) above 1.25 m F.S. depth. Each 1.00 --

23.20

(a)(i) Pegs 1.0m. long 5 cm. dia 100 Nos 19.00 --

(ii) Driving pegs 1.0m. long 5 cm. dia 100 Nos 9.70 --

(iii) Wattling brush wood between stakes and intertwinning. Metre of

one row. 0.26 --

(b)(i) Pegs 1.25m. long 7.5 cm. dia. sharpened at one end. 100 Nos 22.00 --

(ii) Driving pegs 1.25m. long 7.5 cm. dia. 100 Nos 13.00 --


one row. 0.26 --

(c)(i) Pegs 1.5m. long 7.5 cm. dia. sharpened at one end.

100 Nos 23.00 --

Gachi pitching (done with silt clearance and berm dressing)

with thickness of 30cm. (joints to be broken)

Weaving mattresses of pilchi 30cm. thick.

Laying kahi mattress lead upto 2 K.M.

Special kahi revetment double lead upto 2 K.M.

Gachi pitching with average thickness of 30cm (joints to be

broken)

Rolling pilchi mattress to river edge and floating after unrolling

:-

Fixing floating spurs in channels with material from canal

plantation with in 2 K.M. :--

Stacking and bushing with canal plantation within 1.0K.m.


Labour Rate Through

Rate

1 3 4 5


as "Sub-Mountainous

Region"


2

(ii) Driving pegs 1.5m. long 7.5 cm. dia. 100 Nos 14.00 --


one row. 0.32 --

(d)(i) Pegs 2m long 7.5 cm dia. sharpened at one end. 100 Nos 33.00 --

(ii) Driving pegs 2m long 7.5 cm dia 100 Nos 17.50 --

(iii) Wattling brush wood between stakes and

intertwinning.

Metre of

one row. 0.43 --

23.21 cum 1.55 --

23.22

100 Nos 23.00 --

23.23

100 Nos 26.00 --

23.24

(a) Ist chain of 30 metres. 100 Nos 4.00 --

(b) 2nd to 4th chain per chain of 30 metres. 100 Nos 2.40 --

(c) 5th and subsequent chains per chain of 30 metres. 100 Nos 1.60 --

23.25

(a) Placing in dry. 100 Nos 24.50 --

(b) Placing in water. 100 Nos 48.50 --

23.26

100 Nos 46.00 --

23.27

100 Nos 75.00 --

23.28100 Nos 16.50 --

23.29

Sqm. 3.65 --

23.30 Cum. 4.55 --

23.31 Cum. 8.60 --

23.32 Cum. 12.00 --

Filling brick bats in crates and hand packing.

Filling bricks in crates and hand packing.

Filling stones or spalls into crates and hand packing.

Sewing empty cement bags in to sheets.

Weaving wire netting for wire crates including binding sides

and partitions to make crate of 15 cm x 15 cm or 25cm x 7.5

cm mesh.

Filling cement bags with sand sewing and laying in position

within 30 metres in dry, including cost of strings.

Filling cement bags with sand sewing and laying in position

within 30 metres in water, including cost of strings.

Carriage of sand filled in bags by boats :--

Unloading from boats, bags filled with sand and :--

Filling brush wood only.

Filling cement bags with sand or earth and sewing including

cost of strings.

Loading cement bags filled with sand or earth into trucks or

boats within 100 metres.


Labour Rate Through

Rate

1 3 4 5


as "Sub-Mountainous

Region"


2

23.33 Cum. 8.60 --

23.34 Sqm. 1.25 --

23.35

Cum. 11.00 --

23.36

Cum. 23.50 --

23.37

Sqm. 2.85 --

23.38

(a) 4 mm dia. G.I. wire 25 cm x 7.5 cm mesh Cum. 30.50 --

(b) 4 mm dia. G.I. wire 15 cm x 15 cm mesh (diagonal

wise) Cum. 30.50 --

(c) 4.75 mm dia. G.I. wire 25 cm x 7.5 cm mesh (diagonal

wise) Cum. 30.50 --

(d) 4.75 mm dia. G.I. wire 15 cm x 15 cm mesh (diagonal

wise) Cum. 30.50 --

(e) 3.25 mm dia. G.I. wire 25 cm x 7.5 cm mesh (diagonal

wise) Cum. 30.50 --

(f) 3.25 mm dia. G.I. wire 15 cm x 15 cm mesh (diagonal

wise) Cum. 30.50 --

23.39 Cum. 6.50 --

23.40 Cum. 2.00 --

23.41 Cum. 17.50 --

23.42

(a) Horizontal Cum. 21.50 --

(b) on slopes of guide banks and protection works. Cum. 28.00 --

23.43 Cum. 44.00 --

23.44

(a) On level Cum. 6.50 --

Tipping wire crates including equipment.

Dumping stone.

Filling stone or spall :--

Opening out old wire crates and remaking after filling.

Labour for dismantling existing portion of old protection work

including cutting old trangger and stacking old stones for re-

use.

Filling spaces and foundations with old stones obtained from

dismantling including labour for dismantling.

Spreading wire crates over pitching connecting with side

protective walls inclusive of wire etc.

Wire crates of specified dimensions from all directions of G.I.

wire filled with boulders with square cut faces against the wire.

Stone or kankar block pitching :--

Extra for anchoring boat for dumping in position.

Dismentling brush wood boulder bund.

Stone pitching top coping only.


Labour Rate Through

Rate

1 3 4 5


as "Sub-Mountainous

Region"


2

(b) On side slopes behind pitching Cum. 6.90 --

23.45

(a) With bajri or shingle Sqm. 2.80 --

(b) With mortar Sqm. 5.40 --

23.46

(a) When stones are upto 23cm square Sqm. 2.50 --

(b) When stones are more than 23cm square but under

45cm square Sqm. 1.60 --

23.47 Sqm. 0.80 --

Note :- The Chief Engineer in-charge of works concerned, may allow

on works of temporary nature, the use of black annealed M.S.

Wire number 6 or 8 S.W.G. (4.75 mm, or 4.00 mm)

conforming to the relevant I.S.I. specifications, in lieu of G.I.

Wire.

Grouting stone filling or pitching :--

Grouting masonry joints of floors including finishing :--

Sand grouting stone apron with high pressure hose.


(i)

(ii)

(iii)

Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

24.1

100 sqm. 78.00 -- 79.00 --

24.2

100 sqm. 32.00 -- 32.00 --

24.3

cum 18.50 -- 19.50 --

24.4

cum 20.00 -- 21.00 --


The rates include the cost of water, where water is supplied free by the Department, the rates shall

be reduced suitably.

2

Preparation of Sub Grade including

trenching, rought dressing of spoil, final

dressing of earth to give level and camber,

watering, rolling with a road roller and

compacting the bed.

CHAPTER NO. 24

ROAD WORK

Notes :-

The labour rates, given below include the cost of working of road machinery including Washouts,

cost of fuel, lubricants, stores, establishment, depreciation and interest charges. In case the

machinery is provided by the Department, the working cost, as mentioned above shall be recovered

from the contractor at the rates fixed by the Department.

Sr. No. Description Unit Plains Sub-Mountainous

Region

Laying and consolidation of lime treated

stabilized soil sub base, with admixture of

any percentage of lime, by weight, of soil,

including digging earth, pulverization,

levelling and watering of soil stacks & wet

mixing, manually or by tractor, with disc

harrow, including pouring of soil mixture,

and spreading to camber, including rolling

and curing, complete with all other

allowances, but excluding the cost of lime.

Consolidation of Sub grade with road roller

including making good the undulation etc.

with earth or quarry spoils etc. and rerolling

the sub grade.

Laying and consolidation of stabilized soil

sub base or wearing course, with admixture

of any per centage of lime, by weight

including 30 to 50 percent brick ballast,

including digging of earth, stacking of soil,

pulverization, dry mixing, levelling and

watering, wet mixing of soil, lime and brick

ballast, manually or by tractor, with disc

harrow, including pouring of mixture, and

bringing to camber, including sprinkling of

water on the sub base, wearing course, and

rolling, including curing with water,

complete, all operations, but excluding the

cost of brick ballast and lime.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

24.5

cum 23.00 -- 24.00 --

24.6

cum 18.50 -- 19.50 --

24.7

cum 17.40 -- 18.60 --

(a) Labour for laying flat brick soling

(6.83cm thick) cum 17.25 -- 18.40 --

cum 18.55 -- 19.95 --

or Metre 0.29 -- 0.31 --

24.8

24.9

Metre 0.17 2.35 0.19 2.57

24.10

Metre 0.43 8.40 0.47 8.43

Deleted

Laying and consolidation of granular sub

base as per specifications including making

side dowels, carrying the material from

stacks and spreading to templates and

consolidating the Sub-base to proper camber

with road roller, excluding the cost of

templates, barriers and lighting

arrangements and Chowkidars etc.

(b) Labour for laying brick on end edging

(6.83cm wide)

Providing brick end edging in full brick width

(11.11cm wide) and half brick deep including

excavation refilling and disposal of surplus

earth lead upto 50 metres.

Spreading 25mm thick course of inverted

choke comprising of 10mm gauge crushed

bajri on the prepared sub grade.

Laying Flat brick soling (6.83cm thick) to an

approved bond, with brick-on-end edging

(6.83cm wide) on approved sub grade, filling

joints with sand & earth, spreading 25mm

thick layer of earth, over brick soling,

watering and rolling the same, with road

roller, but excluding the cost of preparing

sub grade.

Break up of item No.24.7

Providing brick edging (6.83cm wide) laid

length-wise (22.86cm long) with half brick

deep including excavation refilling and

disposal of surplus earth lead upto 50

metres.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

24.11

cum 30.00 -- 31.50 --

24.12

cum 20.50 -- 21.50 --

24.13

cum 24.50 -- 25.50 --

24.14

cum 22.50 -- 23.50 --

Laying and consolidation of Kankar or brick

ballast to water bound specifications in

soling or wearing coat, making side dowels

carrying the metal from stacks and

spreading, binding the surface with fine stuff

and consolidating the same to proper

camber with road roller and curing the road

for one week excluding the cost of templates,

barriers and lighting arrangements and

Chowkidars.

Laying and consolidation of over gauge

stone metal soling coat (90 mm to 40 mm

gauge grading No. 1 as per MORT&H, Road

Wing specifications No. 404.25) to water

bound macadam specifications, including

making side dowels, carrying the stone

metal from stacks, and spreading to

templates, screening and spreading the

binding material and consolidation the stone

metal and binding material to proper

camber, with road roller, excluding the cost

of templates, barriers and lighting

arrangements and Chowkidars.

Laying and consolidation of stone metal

wearing coat to water bound macadam

specifications including making side dowels,

carrying the metal from stacks and

spreading to templates, screening and

spreading the binding material and

consolidating the stone metal and binding

material to proper camber with road roller

and curing the road for one week, excluding

the cost of templates, barrier and lighting

arrangements and Chowkidars.

Laying and consolidation of soling coat of pit

graval with 5 to 15 percent good earth, with

admixture of any percentage of lime, by

weight, including digging of earth, stacking

of soil, including dry mixing manually or by

the tractor, with disc-harrow and pouring and

bringing to camber, rolling with road roller

including curing with water, complete, all

operations, but excluding the cost of pit

gravel and lime.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

24.15

cum 36.50 -- 38.50 --

24.16

Per Km.

per metre

width or

part thereof

for every

100 metres

lead in

excess of

800 metres 18.50 -- 20.50 --

24.17

Per Km.

per metre

width or

part thereof

for every

100 metres

lead in

excess of

800 metres 55.00 -- 61.00 --

24.18

100 sqm. 148.00 -- 152.00 --

24.19

100 sqm. 111.00 -- 114.00 --

24.20

100 sqm. 102.00 -- 105.00 --

24.21

100 sqm. 146.00 -- 150.00 --

Laying and consolidation of stone metal

wearing coat, to built up spray grout

specification, including making side dowels,

carrying the metals from stacks and

spreading to templates in the first layer and

consolidating the same, with road roller, to

proper camber, giving first spray of binder,

and again, laying second coat of stone

metal, including consolidation with road

roller, to proper camber, and second spray

of binder including spreading the key

aggregates, and rolling with road roller,

excluding the cost of templates, barriers and

lighting arrangements and Chowkidars, and

also the cost of tack coat.

Water allowance for item No. 24.11 & 24.12

payable in kilometres, where water is not

available with in 800 metres of the nearest

point of the kilometre.

Painting road surface with bitumen first coat.

Painting road surface with bitumen second

coat.

Painting road surface with bitumen and

precoated stone chippings.

Water allowance for item No. 24.8, payable

in kilometres, where water is not available

with in 800 metres, of the nearest point of

the kilometre.

Painting road surface with bitumen and

stone chippings subsequent coat/seal coat.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

24.22

(i) 20 mm thick 100 sqm. 376.00 -- 381.00 --

(ii) 25 mm thick 100 sqm. 434.00 -- 441.00 --

24.23

100 sqm. 38.50 -- 40.00 --

24.24

100 sqm. 76.00 -- 79.00 --

24.25

(a) with lead upto 1 Km. cum 148.00 -- 151.00 --

(b) for every one km. additional lead from

2 km. to 16 km. cum 5.00 -- 5.50 --

24.26

(a) with lead upto 1 Km. cum 151.00 -- 154.00 --

(b) for every 1 km. additional lead, from

2 km. to 16 km. cum 5.00 -- 5.50 --

Laying tack coat on existing black top

surface.

Laying asphaltics concrete, on road,

including mixing bajri and bitumen, with

mechanical mixer, carriage of premixed

material, from plant site, to site of work, and

laying the same, with paver, and rolling it,

with road roller, including the cost of

establishment and setting up field laboratory,

for quality control, lighting arrangements,

sign-board and chowkidar, but excluding the

cost of tack coat and seal coat.

Laying tack coat on new water bound

macadam surface.

Laying premix carpet using bitumen, as

binder, for all operations, including

spreading filler, if required, with mechanical

mixer, including cost of lighting

arrangements, sign boards, and night watch,

but excluding the cost of laying tack coat and

seal coat.

Laying bituminous macadam, on road, with

coarse aggregate and bitumen, premix with

a mechanical mixer, carriage of premixed

material, from plant to site of work, and

laying the same, with paver, and rolling it,


establishment, and setting up field

laboratory, for quality control, lighting

arrangements, sign boards and chowkidar,

but excluding the cost of tack coat and seal

coat.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

24.27

100 sqm. 185.00 -- 188.00 --

24.28

M.T. 99.00 -- 100.00 --

24.29

100 sqm. 198.00 -- 214.00 --

24.30

100 sqm. 222.00 -- 231.00 --

24.31

100 sqm. 132.00 -- 143.00 --

24.32

100 sqm. 110.00 -- 115.00 --

24.33

100 sqm. 426.00 -- 458.00 --

24.34

100 sqm. 1,377.00 4,829.00 1,424.00 4,876.00

Restoring the road cut in level with the

existing road surface, including preparation

of sub grade laying and relaying of soling

and laying and consolidation of wearing coat

to water bound macadam specifications, and

laying 20 mm thick premixed carpet, on top,

including cost of tack and seal coats


Scarifying old kankar metalled crust up to

150mm thick with road roller, including

picking up scarified material, screening and

stacking old useful metal.

Dismantling of road, including soling and

wearing coat, screening and stacking of old

serviceable material complete in all respects.

Laying seal coat mix seal surfacing over

bitumnous macadam on road with coarse

aggregate and bitumen premixed with

mechanical mixer, carriage of the premixed

material from plant site, to the site of work

and laying the same, with paver and rolling it


establishment and setting up field laboratory

for quality control, lighting arrangement, sign-

boards, chowkidar, to be laid simultaneously

over the premixed carpet.

(Mix seal coat type B)

Scrifying Kankar metalled crust up to

150mm thick, with pick axes, including

picking up scarified meterial, screening and

stacking old useful metal.

Scarifying stone metal 50mm to 100mm

thick by pick axes, alongwith the tarred /

bituminous crust, including picking up

scarified material, screening and stacking

old useful metal and bajri.

Scarifying stone metal, 50mm to 100mm

thick, by road roller, alongwith tarred /

bituminous crust, including picking up

scarified material, screening and stacking

old useful metal and bajri.

Laying seal coat on premix carpet with

bitumen and fine aggregates.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

24.35

(i) 5th kilometre stone Each 27.00 141.00 29.00 143.00

(ii) Ordinary kilometre stone Each 18.00 89.00 20.00 91.00

(iii) kilometre stone on village roads Each 16.00 81.00 18.00 83.00

24.36

Each 12.50 61.00 14.00 62.00

24.37

Each 20.00 76.00 22.00 78.00

24.38

cum 61.00 465.00 67.00 472.00

24.39

Per metre

per cm.

depth 0.086 0.36 0.094 0.37

24.40

Per metre

per cm.

depth 0.043 1.35 0.047 1.40

24.41

cum 3.15 -- 3.50 --

24.42

cum 1.75 -- 1.95 --

24.43

metre 6.00 32.50 6.60 33.00

24.44

metre 2.85 15.00 3.15 15.00

Supplying laying and fixing precast plain

cement concrete channel (1:2:4)

Stacking stones, brick ballast, stone metal,

bajri and kankar.

Supplying laying and fixing kerb of plain

precast cement concrete (1:2:4)

Screening brick ballast, stone metal, bajri

shingle and kankar.

Making and filling expansion joints with

bituminous filler (Bitumen 40 percent)

asbestos 5 percent and sand 55 percent)

12.5 mm wide.

Providing and fixing premoulded bituminous

joint filler for expansion joints including the

cost of sealing compound and primer coat

12.5 mm wide.

R.C.C. (1:2:4) village board of standard

design fixed in position including finishing,

but excluding painting.

R.C.C. (1:2:4) boundary pillars of standard

design fixed in position including finishing,


Cement concrete (1:2:4) in pavements,

roads, taxi tracks and runways, laid to

required slope and camber including

consolidation, finishing and tamping

complete.

R.C.C. (1:2:4) kilometre stones of standard

design fixed in position including finishing



Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 72


Region

24.45

metre 0.65 4.20 0.70 4.25

24.46

100 sqm. 126.50 -- 130.00 --

Painting Road surface with bitumen light

coat.

1.2 metres high fencing with 1.65 metres

post, placed at every 2.5 metres to 3 metres

apart, embeded in cement concrete blocks,

and every tenth post to be strutted provided

with 4 horizontal lines of G.I Barbed wire,

weighing 9.34 Kg. per 100 metres

(minimum) and fixed with G.I. staples tied to

6mm bar nib, with binding wire or by

providing cut, including drilling holes in the

post complete (excluding the cost of posts,

strutted earth work and concrete which is

payable extra).


Sr. No. Unit Labour Rate

(Rs.)

Through

Rate

(Rs.)

1 3 4 5

25.1

(a) Tables

(i) Ordinary Sq m of top

area -- 13.00

(ii) Pedestal Type Sq m of top

area -- 19.50

(iii) Teapoy Each -- 6.00

(iv) Peg table Each -- 3.00

(v) Centre table Each -- 6.00

(vi) Side Board. Sq m of

front

elevational

area -- 19.50

(b) Chairs

(i) Office with caned back Each -- 7.20

(ii) Office with wooden back Each -- 7.50

(iii) Dining with caned back Each -- 6.00

(iv) Dining with wooden back Each -- 6.60

(v) Easy chair Each -- 9.00

(vi) Sofa with wooden Arms Each -- 9.00

(vii) Sofa chair with wooden Arms Each -- 9.00

(viii) Cane sofa Each -- 15.00

(ix) Cane sofa chair Each -- 9.60

(c) Almirah or chest of drawers Sq m of

front

elevational

area -- 16.00

(d) Hat and coat stand Sq m of

front

elevational

area -- 4.50

CHAPTER NO. 25

MAINTENANCE OF FURNITURE

Spirit or Wax polishing .

Description

2



(Rs.)

Through

Rate

(Rs.)

1 3 4 5

Description

2

(e) Office side rack Each -- 6.00

(f) Book case of almirah with glazed shutters Sq m of

front

elevational

area -- 9.60

(g) Commode Each -- 4.50

(h) Towel stand Each -- 1.50

(i) Bed-steads Each -- 9.00

(j) Hat-pegs Per set -- 1.50

(k) Pelmets of doors/windows Sqm. 7.00 14.00

25.2

(a) Wooden patras for bath room. Sq m of top

area 6.00 15.00

(b) Towel stand Each 6.00 15.00

(c) Pelmets of doors and windows Each 10% to be added

on labour charges

of painting Chapter

No.16 --

25.3

(a) Easy chairs back and seat (Single variety) Each -- 60.00

(b) Office chair back and seat (Single variety) Each -- 51.00

(c) Office chair seat only (Single variety) Each -- 30.00

(d) Office chair back (Double variety) Each 10.00 22.00

(e) Office chair seat (Double variety) Each 10.00 22.00

25.4

(a) Durries Sqm. -- 1.50

(b) Niwar of beds Each bed -- 12.00

(c) Linen 100 Pieces -- 48.00

(d) Bed sheet single Each 1.00 --

(e) Bed sheet double Each 2.00 --

(f) Pillow cover Each 0.50 --

Painting one coat of I.S.I marked quality paint.

Recaning of chairs with artificial (Plastic cane)

Washing



(Rs.)

Through

Rate

(Rs.)

1 3 4 5

Description

2

(g) Towel Each 0.75 --

(h) Napkin Each 0.30 --

(i) Quilt cover Each 2.00 --

(j) Apron Each 1.00 --

(k) Safe cover

Set of three

pieces 5.00 --

(l) Door curtain above 2.75 Mtr. Each 5.00 --

(m) Door curtain upto 2.75 Mtr. Each 4.00 --

(n) Window curtains Each 2.50 --

Note :-

25.5

(a) Restuffing easy or sofa chair Each 30.00 42.00

(b) Restuffing sofa Each 60.00 84.00

(c) Recovering easy or sofa chair with cloth Each 30.00 --

(d) Recovering sofa with cloth Each 60.00 --

(e) Recovering and restuffing easy or sofa chairs Each 45.00 --

(f) Restuffing and recovering sofa Each 90.00 --

Note :-

25.6

(a) String (San ban) Each 15.00 84.00

(b) Munj Each 12.00 48.00

25.7

(a) Woolen blanket Each 12.00 --

(b) Woolen carpet Sq m 6.00 --

(c) Door curtains Per piece 6.00 --

(d) Window curtains Per piece 6.00 --

(e) Bed cover single Per piece 6.00 --

Dry Cleaning.

Cloth for above item is to be purchased and supplied

departmentally.

Upholstering

Cloth for above item is to be purchased and supplied

departmentally.

Weaving charpoys (String or munj including dowens)



(Rs.)

Through

Rate

(Rs.)

1 3 4 5

Description

2

(f) Bed cover double Per piece 9.00 --

25.8

(a) Sofa set One set of

five seat 50.00 --

(b) Woolen carpet Sqm. 6.00 --

(c) Dewan Cushioned Each 30.00 --

25.9Sqm. (To be

measured on

one side only) 1.00 --

25.10 Sqm. (To be

measured on

both sides) 0.50 --

25.11 Each 0.10 --

25.12 Each 0.40 --

25.13Core (20

pieces)

Rs. 40.00

to

Rs. 60.00 --

25.14

Sqm. 10.00 15.00

25.15

Piece (1.12

m width) 8.00 --

25.16

(a) 'C' type Metre 40.00 --

(b) 'I' type Metre 35.00 --

Metre 20.00 --

25.18

100 Nos. 40.00 --

25.19

100 Nos. 30.00 --

Cleaning of switch Boards.

Cleaning and polishing brass fittings with brasso.

Tinning of utensils.

Providing and fixing steel rings chrome-plated 3.80 cm.

dia. for curtains.

Shampooing with Machine.

Cleaning of glass panes both sides .

Cleaning of joinery with surf, soda and application of oil

there after.

Providing and fixing plastic rings 3.80cm. dia. With hooks

for curtains.

Cleaning of terrazo floors with tartric acid and polishing

with wax including machine charges.

Tailoring of curtains.

Providing and fixing railing for curtains.

Providing and fixing curtain rail 1.90cm chrome-plated

with end bracket. including sockets and

brackets.

25.17


(i)

(ii)

Sr. No. Unit Rate

(Rs.)

1 3 4

26.1 Metre 1.60

26.2 Metre 5.20

Note :-

26.3 Each 240.00

26.4 Metre 0.80

26.5

(a) Upto 300 mm depth. Cut 8.00

(b) Above 300mm to 450mm depth. Cut 15.20

26.6 Each 1.00

26.7 (a) Cutting of copper sheets 15mm, thick flashing. Metre 8.00

(b) Fixing copper flashing into position. Metre 3.20

26.8 Metre 1.20

26.9 Metre 8.00

26.10

(a) Upto 75mm dia bore.

(i) From 0 to 15 metres. Metre 10.40

(ii) Exceeding 15 metres but upto 30 metres. Metre 26.40

(iii) Exceeding 30 metres. Metre 39.20

(b) Above 75mm dia bore but not exceeding 100mm.




Laying linking and packing tramway tracks.

Linking B.G track including packing, straightening and levelling.

Carriage of tramway track will be paid according to rates in chapter

No. 5.

Linking points and crossing complete with level fastening.

The rates given below are labour rates unless otherwise stated.

Unless otherwise stated, the labour rates include rehandling of materials with in 100 metres.

Description

2

CHAPTER NO. 26

MISCELLANEOUS

Notes :-

Bending and straightening B.G rails with jim-crow.

Cutting Girders with Hack-saw.

Drilling holes in girders.

Assembling 40 mm. pressure pipes.

Boring and fixing 40 mm pressure pipes.

Boring for hand-pump in clay fitting strainer and pipe.


Sr. No. Unit Rate

(Rs.)

1 3 4

Description

2

26.11

(a) Upto 75mm dia bore.




(b) Above 75mm dia. but not exceeding 100mm dia. bores




26.12

(a) Pulling out pipe and filters. Metre 3.20

(b) Lowering pipe in the hole up to 40mm dia. Metre 3.20

(c) fixing head including clamps and handle. Each 16.00

26.13 Metre 13.20

26.14 Each 4.00

26.15

(a) girth up to 60 cm Each 20.00

(b) girth more than 60 cm. but up to 120 cm. Each 36.00

(c) girth more than 120 cm. but up to 180 cm. Each 72.00

(d) girth more than 180 cm. but up to 250 cm. Each 120.00

Note :- (i) The girth is to be measured 1.25 metres above ground level.

(ii) When stumps are grubbed up in addition, take rates as double

the above rates for trees cut and grubbed. payment for

grubbing will only be made when specially ordered by the Sub-

Divisional officer in cases where it is essential to remove the

stumps.

(iii) Trees requiring to be cut will normally be sold as they stand,

the purchase price including the purchasers liability to cut or

grub and remove the tree from Govt. Land.

(iv) Where these have not been sold, the trees cut and removed

will be the property of the Govt.

Boring hand-pump in soil with admixture of shingle.

Cutting down trees, filling holes and levelling of ground, lopping

branches trimming, removal not exceeding 100 metres stacking

clearing site.

Hand pumps

Fixing handles to iron rammers including cost of handles.

Fixing F.I gauges flush with masonry including cost of hooks.


Sr. No. Unit Rate

(Rs.)

1 3 4

Description

2

26.16 Qtl. 5.20

26.17 Qtl. 8.40

26.18 Per Qtl. of

charcoal 21.60

26.19

Each 8.00

26.20

100 Nos. 20.00

26.21

100 Nos. 80.00

26.22

Each 20.00

26.23 (a) Supplying flags 40 cm. square for Jhandies. Each 4.00

(b) Shoes for Jhandies including fixing. Each 2.40

26.24

Each 36.00

26.25 Each 4.00

26.26 Metre 5.20

26.27 Each 20.00

26.28

Each 5.60

26.29

Each 320.00

26.30

(a) for concrete, brick masonry in lime or cement mortar :-

(i) Where lead involved is 800 metres to 1.6Km. Cum. 2.80

(ii) Where lead involved is above 1.6Km. to 2.4 Km. Cum. 5.60

(b) For plastering in lime or cement mortar, pointing, flooring :-

(i) Where lead involved is 800 metres to 1.6Km. Sqm. 0.40

(ii) Where lead involved is above 1.6Km. to 2.4 Km. Sqm. 0.80

Felling trees, cutting and stacking fuel wood from plantation.

supply of wooden bumping posts including labour for cutting from

canal or road plantation making and fixing at site.

Supply of wooden pegs for levelling work from canal or road plantation

40 mm to 50mm dia and 15cm to 23 cm long.

Splitting fuel wood.

Burning charcoal including loading and unloading and repairs to kiln.

Water allowance.

Fixing glass pieces on top of walls.

Making a chulah in cooking range (Indian style)

Supplying and fixing clerestory window cord cotton up to 6 metres

height.

Making Sirki Sarkanda Temporary Godown, 3mx3m with walls 2.5m

height 1½ brick thick burnt bricks laid dry, excluding the cost of bricks,

but including the cost of other materials.

Supply of bamboo jhandies 3 metres to 3.5 metres including iron

shoes and flags 40 cm . Square painted black and white.

Supply of wooden pegs for alignment work, 40 cm long 75mm dia

from canal or road plantation.

Supplying tripod with flages including iron shoes and flag 40 cm.

square and bamboo painted black and white.

Sweeping chimney flues.


Sr. No. Unit Rate

(Rs.)

1 3 4

Description

2

Note :-

26.31 Each 80.00

26.32 Each 2.00

26.33 Cum. 50.80

26.34 Hectare 356.00

26.35 Each 1.60

26.36

Hectare

80.00 to

393.00

Notes :- (i) The rates are applicable to areas acquired for new canals, and

drains, extension of channels and for construction of roads

and Buildings.

(ii) The rate is to be decided by the Executive Engineer according

to density of jungle to be cleared.

(iii) The rates of item Nos. 26.36 to 26.38 are for estimating

purposes only. The work will be got done departmentally.

26.37

(a) Discharge upto 1.5 Cum./s

Kilo Metre

104.00 to

160.00

(b) Discharge exceeding 1.5 Cum./s but upto 4.5 Cum./s.

Kilo Metre

160.00 to

208.00

(c) Discharge exceeding 4.5 Cum./s.

Kilo Metre

208.00 to

264.00

26.38

(i) Light Kilo Metre 640.00

(ii) Medium Kilo Metre 800.00

(iii) Heavy Kilo Metre 1600.00

26.39

Bag 0.40

26.40

Cum. 11.60

Jungle clearance on running canals and branches, and drains with

discharge more than 9 Cum./s.

Filling loose cement bags in empty cement bags weighing, sewing and

stacking with in 30metres.

Filling cement bags with steam coal or kankar lime, sewing including

cost of string.

The above rates are payable only where water is not available locally

and where fixing of hand pump is neither feasible nor practically

possible due to small amount of work and where water is actually

carried by carts or by mechanical transport.

Making temporary culverts.

Digging pits and fixing distance marks or boundary stones.

Ordinary jungle clearance of both banks of running distributaries,

minors and drains with discharge upto 9cum/s including boundary

road :-

Supplying manure or compost, including carriage of 100 metres.

Ploughing two times.

Filling 200 litres drums with diesel oil (not payable to diesel dealer)

Jungle clearance.


Sr. No. Unit Rate

(Rs.)

1 3 4

Description

2

26.41 100 Nos. 4.80

26.42 Each 2.00

26.43

100 Nos. 10.00

Stencilling (Height of stencil not less than 7.5cm) of bitumen and other

drums.

Stencilling and bundling empty cement bags.

Tempering of Kassies, Belchas, Khurpas and pick axes.


Cement (Bags) Fine

aggregates

(Cum)

Coarse

aggregate

s (Cum)

1 3 4 5 6

27.1

(i) 1:11/2 :3 cum 8.25 0.43 0.85

(ii) 1:2:4 cum 6.50 0.45 0.90

(iii) 1 : 2 1/2 : 5 cum 5.30 0.46 0.91

(iv) 1:3:6 cum 4.50 0.47 0.94

(v) 1:4:8 cum 3.50 0.48 0.96

(vi) 1:5:10 cum 2.80 0.49 0.98

(vii) 1:6:12 cum 2.35 0.495 0.99

(viii) 1:8:16 cum 1.80 0.50 1.00

Lime

(Cum)

Surkhi

(Cum)

Ballast

(Cum)

27.2

(i) 1:2:8 (Brick ballast 40mm

gauge) cum

0.13

(76 kg.) 0.26 1.00

(ii) 16:24:100 (Brick ballast

30mm gauge) cum

0.16

(93.54 kg.) 0.24 1.00

(iii) 16:24:100 (Brick ballast

20mm gauge) cum

0.16

(93.54 kg.) 0.24 1.00

Cement (Bags) Sand

(Cum)

Bricks

(Nos.)

27.3 (a) Brick work in cement sand

mortar with bricks of size

22.86 cm. x 11.11cm x

6.83cm :-

(i) 1:2 cum 3.45 0.24 480

(ii) 1:3 cum 2.40 0.25 480

2

Cement concrete :-

Lime concrete

Quantities

Note :-

One cement bag weighs 50 kg. and measures 0.03472 cum.

CHAPTER NO. 27

QUANTITIES OF MATERIALS

Sr. No. Description Unit


QuantitiesSr. No. Description Unit

(iii) 1:4 cum 1.75 0.25 480Cement (Bags) Sand

(Cum)

Bricks

(Nos.)

(iv) 1:5 cum 1.45 0.25 480

(v) 1:6 cum 1.20 0.25 480

(vi) 1:7 cum 1.00 0.25 480

Lime

Qtl.

Surkhi

(cu m)

Bricks

(Nos.)

Sand

(cu m)

(b) Brick work laid in lime surkhi

mortar 1:2 with bricks of size

22.86cm x 11.11cm x 6.83cm

:-

(i) 1:2 cum 0.70 0.24 480 -

(c) Brick work laid in lime, surkhi,

sand mortar 1:1:1 with bricks

of size 22.86cm x 11.11cm x

6.83cm cum 0.84 0.12 480 0.12

Cement (Bags) Lime

Qtl.

Sand

(cum)

Bricks

(Nos.)

(d) Brick work laid in cement,

lime, sand mortar with bricks

of size 22.86cm x 11.11cm x

6.83cm

(i) 1:1:6 cum 1.20 0.29 0.25 480

(ii) 1:2:9 cum 0.80 0.39 0.25 480

(iii) 1:3:12 cum 0.61 0.44 0.25 480

(e) 115mm thick brick wall laid in

cement, lime, sand mortar

1:1:6 with bricks size of

22.86cm x 11.11cm x 6.83cm.

(i) 1:1:6 sqm 0.137 0.032 0.0286 55

Cement (Bags) Sand

(cum)

Tiles

(Nos)

27.4 (a) Brick work in cement sand

mortar with tiles size 22.86 cm

X 11.43cm x 3.81 cm

(i) 1:4 cum 2.85 0.40 780

(ii) 1:5 cum 2.30 0.40 780



(iii) 1:6 cum 1.90 0.40 780

Cement (Bags) Sand

(cum)

Tiles

(Nos)

(b) Brick work in cement sand

mortar with tiles size 30.48cm

X 15.24cm x 5.08 cm :-

(i) 1:4 Cum 1.75 0.25 425

(ii) 1:6 Cum 1.20 0.25 425

Pucca Sundried

27.5

Cum 0.25 0.044 0.002 240 250

27.6

Cum 0.32 0.054 - 480 -

Cement (Bags) Sand

(Cum)

Stone

(Cum)

27.7

(i) Fine ashlar 1:3 cum 0.96 0.10 1.33

(ii) Fine ashlar 1:6 cum 0.48 0.10 1.33

(iii) Rough-tooled ashlar 1:3 cum 1.72 0.18 1.25

(iv) Rough-tooled ashlar 1:6 cum 0.86 0.18 1.25

(v) Block in course 1:4 cum 1.72 0.24 1.20

(vi) Block in course 1:5 cum 1.38 0.24 1.20

(vii) Block in course 1:6 cum 1.15 0.24 1.20

(viii) Squared rubble masonry. 1:4

cum 2.15 0.30 1.10

(ix) Squared rubble masonry. 1:5

cum 1.72 0.30 1.10

(x) Squared rubble masonry. 1:6

cum 1.44 0.30 1.10

(xi) Random or polygonal rubble

1:6 cum 1.67 0.35 1.10

(xii) Boulder masonry 1:6 cum 1.90 0.40 1.10

(xiii) Random or polygonal rubble

1:7 cum 1.44 0.35 1.10

Bricks (Nos.)Cement (Bags) Sand

(Cum)

lime

(Cum)

Gilafi masonry with jibi face (1:5

mortar)

Brick work laid in mud-mortar with

jibi face (1:5 mortar)

Stone Masonry :



(xiv) Random or polygonal rubble

1:8 cum 1.24 0.35 1.10

Cement (Bags) Sand

(Cum)

27.8 (a) Cement plaster 6mm thick :-

(i) 1:2 Sqm 0.10 0.008

(ii) 1:3 Sqm 0.08 0.008

(iii) 1:4 Sqm 0.06 0.008

(b) Cement plaster 10mm thick :-

(i) 1:2 Sqm 0.15 0.01

(ii) 1:3 Sqm 0.12 0.012

(iii) 1:4 Sqm 0.09 0.012

(c) Cement plaster 12.50mm

thick :-

(i) 1:2 Sqm 0.20 0.014

(ii) 1:3 Sqm 0.16 0.016

(iii) 1:4 Sqm 0.12 0.016

(iv) 1:5 Sqm 0.094 0.016

(v) 1:6 Sqm 0.078 0.016

(d) Cement plaster 20mm thick :-

(i) 1:2 Sqm 0.30 0.021

(ii) 1:3 Sqm 0.24 0.024

(iii) 1:4 Sqm 0.18 0.024

(iv) 1:5 Sqm 0.14 0.024

(v) 1:6 Sqm 0.117 0.024

(e) Cement plaster 25mm thick :-

(i) 1:2 Sqm 0.40 0.028

(ii) 1:3 Sqm 0.32 0.032

(iii) 1:4 Sqm 0.24 0.032



(iv) 1:5 Sqm 0.188 0.032

(v) 1:6 Sqm 0.156 0.032

Cement (Bags) Sand

(Cum)

Lime

(Kg.)

27.9 (i) Cement lime plaster 12.5mm

thick 1:1:6 mortar. Sqm 0.08 0.016 1.55

(ii) Cement lime plaster 25mm

thick 1:1:6 mortar. Sqm 0.16 0.032 3.10

lime

(Kg.)

Surkhi

(Cum)

27.10 (a) Lime plaster 12.5mm thick 2

lime 3 surkhi. Sqm 4.95 0.0128

Cement (Bags) Sand

(Cum)

Bitumen

(kg)

(b)(i) 12.5 mm thick cement plaster

damp proof course 1:3 with

two coats of bitumen laid hot

and sanded. Sqm 0.16 0.016 1.65

(ii) 20mm thick cement plaster

damp proof course 1:3 with

two coats of bitumen laid hot

and sanded. Sqm 0.24 0.024 1.65

Good Earth

(Cum)

Old Bhusa

(Kg.)

Cow Dung

(c)(i) Mud plaster 12.50mm thick

with gobri leeping. Sqm 0.35 23 L.S.

(ii) Mud plaster 25mm thick with

gobri leeping. Sqm 0.70 45 L.S.

Cement (Bags) Sand

(Cum)

27.11

(i) 1:2 Sqm 0.044 0.003

(ii) 1:3 Sqm 0.033 0.003

27.12

(i) 1:2 Sqm 0.035 0.0024

27.13

Flush cement pointing on flat brick

flooring :-

Flush cement pointing on underside

of roof tiles :-

Flush or deep cement pointing on

brick walls or brick on edge flooring :-



Sqm 0.026 0.0018

Lime

(Cum)

Surkhi

(Cum)

27.14Sqm

0.0013

(0.90 kg) 0.0023

Cement (Bags) Sand

(Cum)

27.15

(i) Flush Sqm 0.065 0.0046

(ii) Raised Sqm 0.130 0.009

(iii) On stone slab pavement Sqm 0.022 0.0015

27.16Sqm 0.025 -

Lime (kg)

27.17

(i) One coat Sqm 0.15

(ii) Two coats Sqm 0.25

(iii) Three coats Sqm 0.35

27.18

(i) One coat Sqm 0.10

(ii) Two coats Sqm 0.20

Cement (Bags) Sand

(Cum)

Tiles

(Nos)

27.19

(i) When space between battens

is filled with concrete blocks.

Sqm 0.24 0.027 22

(ii) When space between battens

is filled with wooden pieces.

Sqm 0.23 0.026 22

Lime pointing 2:3 flush or weathered

and struck.

Second class mud roofing (Tile size

30.48 cm x 15.24cm x 5.08cm) :-

White washing :-

(30.48cm x 15.24cm x 5.08cm)

1:2 mortar

Colour washing :-

Cement rendering on plaster 1mm

thick.

Cement pointing 1:2 on stone walls :-

Aggregates

(Cum)

0.0026

-



27.20

Sqm 0.035 0.0049 37

Paints( I.S.I

mark)

(Litres)

27.21

(i) Two coats of synthetic enamel

paint on new wood or steel

work. Sqm 0.145

(ii) Two coats of ready, mixed

paint on new wood or steel

work. Sqm 0.122

(iii) Two coats of synthetic enamel

paint on old wood or steel

work. Sqm 0.118

(iv) Two coats of ready, mixed


work. Sqm 0.098

(v) One coat of synthetic enamel


work. Sqm 0.065

(vi) One coat of ready mixed paint

on old wood or steel work.

Sqm 0.054

(vii) Priming coat on wood work. Sqm 0.061

(viii) Priming coat on new steel

work. Sqm 0.054

Red lead

Genuine

(Kg)

Turpentine

Oil

(Litre)

Linseed

Oil

(Litre)

(ix) Priming coat consisting of red

lead mixed with linseed oil and

turpentine oil in equal

proportion or with genuine red

lead on steel work. Sqm 0.085 0.0306 0.0306

(x) Two coats on iron sheets with

roofing red, ready mixed paint

on new work to give an even

shade. Sqm 0.093 - -

-

Painting :-

Tile terracing on roof (Tile size 22.86

cm x 11.43 cm x 3.81 cm)



Red lead

Genuine

(Kg)

Turpentine

Oil

(Litre)

Linseed

Oil

(Litre)

(xi) One coat on iron sheet with

roofing red, ready mixed paint

on old work to give an even

shade. Sqm 0.059 - -

Paints( I.S.I

mark)

(Litres)

(xii) Two coats on iron sheets with

roofing white, grey or green

ready mixed paint on new


Sqm 0.15 - -

(xiii) One coat on iron sheets with

roofing white, grey or green

ready mixed paint on new

work to give an even shade. Sqm 0.0947 - -

(xiv) Two coats with aluminium

paint on new work to give an

even shade. Sqm 0.093 - -

(xv) One coat with aluminium paint

on new work to give an even

shade . Sqm 0.0445 - -

(xvi) Two coats with anti-corrosive

bitumastic paint on new work

to give an even shade (with

black enamel paint). Sqm 0.1086 - -

(xvii) One coat with anti-corrosive

bitumastic paints on old work

to give an even shade (with

black enamel paint) Sqm 0.0543 - -

27.22

(i) Two coats Sqm 0.069

(ii) One coat Sqm 0.039

27.23

(i) Two coats on new work. Sqm 0.171

(ii) One coat on old work. Sqm 0.073

(iii) Two coats on old work. Sqm 0.146

Distempering (dry or oil-bound)

Solignum or creosote paint :-



Deodar Teak Kail

27.24

(i) (40mm) thick Sqm 0.049 -- 0.049

(ii) (35mm) thick Sqm 0.045 0.038 0.045

(iii) (30mm) thick Sqm 0.0418 0.0360 --

(iv) (25mm) thick Sqm -- 0.0325 --

27.25

Sqm 0.0565 -- --

27.26

-- --

(i) (50mm) Thick Sqm 0.060 -- --

(ii) (45mm) Thick Sqm 0.057 -- --

27.27

(i) (35mm) thick Sqm 0.0259 -- 0.0259

(ii) (30mm) thick Sqm 0.0224 0.0214 0.0224

(iii) (25mm) thick Sqm -- 0.0172 --

Cement (bags) Sand

(Cum)

27.28

Sqm 0.355 0.049

27.29 Sqm 0.273 0.040

Note :-

Stone

(Cum)

27.30

Cum 1.00

Wire gauge door shutters with out

springs :-

Tiles (30.48cm x 15.24cm x

5.08cm.) (Nos)

Battened and framed doors

(including chowkat) :-

3.3kg per sqm of wire netting 15cm

mesh.

Materials for curing-drains seepage

drains, bed sleepers and rungs to be

extra in case of item Nos. 27.28 and

27.29.

Double layer tile lining (13.36 cm

thick)

20

40

Filling stone in wire-crates (hand

packed)

G.I. Wire No. 6 S.W.G

(4.75 mm)

Single layer tile lining

Battened and braced doors (50mm)

thick including chowkat.

Timber (Cum)

Door panelled, glazed or glazed and

panelled (including chowkat)



Note :-

Stone

(Cum)

27.31 Cum1.00

Shingle or

stone

aggregates

(10mm) ring

27.32 Cum 0.20

Cement Mortar

(cum)

27.33

(i) 7.5cm thick floor Sqm 0.019

(ii) 11.50 cm thick floor Sqm 0.029

Note :-

Cement (bags) Sand

(Cum)

27.34

(i) 1:2:4 Cum 1.45 0.10

(ii) 1:3:6 Cum 0.96 0.10

Note :-

Cement (bags) Sand

(Cum)

15 percent

extra sand

for

wastage

(Cum)

Total

Sand

(Cum)

27.35

(i) 1:2 Cum 13.63 0.96 0.14 1.10

(ii) 1:3 Cum 9.60 1.00 0.15 1.15

Cement mortar dry brick pitching or

flooring :-

0.20

0.20

For other gauge of G.I. wire No. 6

S.W.G (4.75mm) used in item No.

27.30 weight per sqm of netting

(15cm) mesh will vary accordingly.

Stone pitching.

Dry grouting dry stone pitching.

Cement Sand mortar :-

Shingle or Aggregate

(Cum)

Quantities of cement for any mortar

ratio may be worked out

accordingly.

Cement grouting stone ptiching :-

For grouting with cement mortar

only use 0.36cum of sand per cum

of the contents and work out the

quantity of cement according to the

mix used.



(iii) 1:4 Cum 6.89 1.00 0.15 1.15

Cement (bags) Sand

(Cum)

15 percent

extra sand

for

wastage

(Cum)

Total

Sand

(Cum)

(iv) 1:5 Cum 5.75 1.00 0.15 1.15

(v) 1:6 Cum 4.80 1.00 0.15 1.15

No. of bricks

of size

22.86cm x

11.11cm x

6.83cm

(Nos)

Cement in

bags of

50 kg.

(Bags)

Sand

(cum)

Lime

(quintal)

Surkhi

(cum)

27.36

10

Sqm 364 -- 0.075 -- --

27.37

10

Sqm 575 -- 0.15 -- --

27.38

10

Sqm 364 -- 0.075 -- --

27.39

10

Sqm 575 -- 0.15 -- --

27.40

(i) In & on lime mortar 10

Sqm 383 -- -- 0.74 0.125

(ii) In & on cement sand mortar

1:6

10

Sqm 383 0.599 0.144 -- --

(iii) In & on cement sand mortar

1:5

10

Sqm 383 0.718 0.144 -- --

(iv) In & on cement sand mortar

1:4

10

Sqm 383 0.860 0.144 -- --

27.41

First class dry flat brick flooring

templates over rammed and dressed

foundations and to correct

longitudinal and cross slopes.

Dry brick on edge paving sand

grouted over 50mm thick earth and

mud plaster.

First class brick on edge paving or

flooring laid over and in lime

mortar/in cement sand mortar 1:4,

1:5 or 1:6 etc.

First class dry brick on edge flooring

as described in item no. 27.38

First class flat brick paving or


mortar/in cement sand mortar 1:5 or

1:6 etc.

Flat brick paving laid dry over 25mm

thick mud mortar grouted with sand.



(i) In & on lime mortar 10

Sqm 617 -- -- 0.87 0.149

No. of bricks

of size

22.86cm x

11.11cm x

6.83cm

(Nos)

Cement in

bags of

50 kg.

(Bags)

Sand

(cum)

Lime

(quintal)

Surkhi

(cum)

(ii) In & on cement sand mortar

1:6

10

Sqm 617 0.714 0.171 -- --

(iii) In & on cement sand mortar

1:5

10

Sqm 617 0.856 0.171 -- --

(iv) In & on cement sand mortar

1:4

10

Sqm 617 1.025 0.171 -- --

No. of bricks

of size

22.86cm x

11.11cm x

6.83cm

(Nos)

Cement in

bags of

50 kg.

(Bags)

Sand

(cum)

27.42

10

Sqm 575 -- 0.15

27.43

10

Sqm 383 3.01 0.668

27.44

10

Sqm 617 2.725 1.570

27.45

10

Sqm 383 0.70 0.13

27.46 10

Sqm 383 -- --

27.47 10

Sqm 617 -- --

Laying brick on edge soling in road

work.

Dry brick on edge paving sand

grouted over 50mm thick rammed

brick aggregate 40mm gauge.

Flat brick or tile flooring laid in

cement sand mortar 1:4 on 100mm

thick cement concrete 1:8:16 and

100mm sand filling and cement

pointing 1:2 on top.

Brick on edge flooring laid in cement

sand mortar 1:4 in 75mm thick

cement concrete 1:8:16 and cement

pointing 1:2 on top.

Flat brick or tile flooring laid dry over

bed of 6mm thick cement sand

mortar 1:6 grouted with cement

sand mortar 1:4 and top surface to

be cleaned with wire brushes.

Laying flat brick soling in road work.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

28.1

(a)

(i) All classes of soil except

rocky. 100 cum 1334.00 1344.00

(ii) For ordinary gravel-soil

involving pick work. 100 cum 1803.00 1814.00

(iii) For Semi Conglomerate or

soil of the nature of pick

jumper work. 100 cum 2095.00 2106.00

(b)


rocky. 100 cum 1363.00 1373.00



CHAPTER NO. 28

WATER SUPPLY

RatesSr. No.

The rates for stringingout cast iron,A.C., P.V.C. and H.D.P.E. pipes and their specials etc. provided

under this chapter which are in the wider sense labour rates in case of which the material is generally

issued to the contractors free of cost from the stores of the Engineer-in-charge or the nearest railway

station, include the carriage of material within a radius of 5km. of the site of works.

Note :- 1.

2

Excavation for pipe lines in

trenches and pits, including

trimming and dressing sides,

levelling of beds of trenches to

correct grade, cutting joint holes,

refilling, consolidation and

watering of refill in 15 cm Layers

and restoration of unmettaled

or unpaved surface to its

original condition including the

cost of necessary shoring,

timbering, dewatering of

rainwater, diversion for traffic,

night singlals, fixing caution

boards, crossing over trenches for

access to the houses, watching,

fencing, etc., and removal of

surplus spoil out side/inside the

town involving lead upto

1.00km.

Description. Unit

Upto 1.5m depth for :-

From 1.5m depth down to 2.25m

depth for :-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit



jumper work. 100 cum 2330.00 2340.00

(c)


rocky. 100 cum 1431.00 1442.00





jumper work. 100 cum 2467.00 2478.00

(d)


rocky. 100cum 1523.00 1533.00


involving pick work. 100cum 2061.00 2072.00



jumper work. 100cum 2627.00 2638.00

(e)


rocky. 100cum 1614.00 1625.00





jumper work. 100cum 2787.00 2798.00

(f)


rocky. 100cum 1706.00 1716.00




depth for :-

From 3m depth down to 4.5m

depth for :--


depth for :--


depth for :--


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit



jumper work. 100cum 2947.00 2958.00

28.2

(a) In classes of soil except

rocky. 100cum 940.00 943.00

(b) In ordinary gravel-soil

involving pick work. 100cum 1,409.00 1,413.00

(c) In Semi Conglomerate or soil

of the nature of pick jumper

work. 100cum 1,701.00 1,705.00

28.3 Excavation for Pipe lines in

trenches and pits, in open areas

where disposal of surplus earth

is done along the alignment,

including trimming and dressing

sides, levelling of beds of trenches

to correct grades, cutting joint

holes, refilling, consolidation and

dewatering of refill in 15cm layers

and restoration of unmetalled or

unpaved surface to its original

condition. The rate includes the

Cost of necessary timbering,

dewatering of rainwater, diversion

for traffic, night signals, fixing

caution boards, watching fencing,

etc.,

Excavation for Pipe lines in

trenches and Pits upto 1.5m

Depth including trimming and

dressing sides, levelling of beds of

trenches to correct grade, cutting

joint holes, refilling, consolidation

and watering of refill in 15cm

layers and Restoration of

unmatalled or unpaved surface

to its original condition,

excluding cost of shoring

timbering but including the cost

of dewatering of rain water,

diversion for traffic, night signals,

fixing caution boards, crossing

over trenches for access to the

houses, watching, fencing, etc.,

and removal of surplus spoil out

side/ inside the town involving lead

upto one km.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(a)


rocky. 100cum 1181.00 1191.00

(ii) In ordinary gravel-soil


(iii) In Semi Conglomerate or soil


work. 100cum 1942.00 1953.00

(b)

(i) In all classes of soil except

rocky. 100cum 1215.00 1226.00





work. 100cum 2182.00 2193.00

(c)


rocky. 100cum 1284.00 1294.00





jumper work. 100cum 2320.00 2330.00

(d)


rocky. 100cum 1375.00 1386.00





work. 100cum 2480.00 2490.00

Upto 1.5m depth in :-

From 1.5m depth to 2.25m depth


depth :---


depth :---


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(e)


rocky. 100cum 1467.00 1477.00





work. 100cum 2640.00 2650.00

(f)


rocky. 100cum 1558.00 1569.00





work. 100cum 2800.00 2810.00

28.4

(a) In all classes of soil except

rocky. 100cum 787.00 790.00


depth :---


depth :---

Excavation for Pipe Lines in

trenches and pits upto 1.5m

Depth in open area where

disposal of surplus earth is done

alongwith alignment, including

trimming and drsessing sides,

levelling of beds of trenches to

correct grade, cutting joint holes,

refilling; consolidation and

watering of refill in 15cm layers

and Restoration of unmetalled

or unpaved surface to its

original condition excluding

cost of shoring and timbering

but including the cost of

dewatering of rain water, diversion

for traffic, night signals, fixing

caution boards, watching, fencing

etc.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(b) In ordinary gravel-soil

involving pick work. 100cum 1,257.00 1,260.00

(c) In Semi Conglomerate or soil


work. 100cum 1,548.00 1,552.00

(i)

(ii)

Note :-

The contractor must fix sign boards to

indicate the execution of works and

diversion of traffic, etc. The sign boards

will be supplied by the Govt. Department

from their stores but the fixing and

maintenance at site will be done by the

contractor and the rates include the cost

of the same.

The maximum width of trenches for

measurement purposes shall be as given

in P.W.D. specification book and taken

as shown on the diagrams given below.

If the actual width of the trenches is less

than shown on the diagrams below, the

actual volume of excavation only shall

be measured and paid for. If the actual

width of trenches is greater than shown

on the diagrams below, the width to be

measured for calculation of volume of

excavation to be paid for shall be in

accordance with the diagrams given

below :-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(iii) If the trenches are carried

down below spring level,

special rates shall be fixed for

heavy timbering dewatering

and pumping appropriate to

the special conditions of each

job.

(iv) The depth of the spring level

below ground level, will be

decided by the Engineer-in-

charge and the decision will

be final and binding on the

contractor.

(v) No extra shall be payable in

respect of item No.28.1 to

28.4 inclusive for any

seepage of water during

excavation above spring

level.

(vi) For rocky soil special rates

shall be fixed.

28.5

(i) Upto 2 km. 100cum 240.00 240.00

(ii) Upto 3 km. 100cum 470.00 470.00

(iii) Upto 4 km. 100cum 690.00 690.00

(iv) Upto 5 km. 100cum 900.00 900.00

(v) Upto 6 km. 100cum 1,050.00 1,050.00

(vi) Upto 7 km. 100cum 1,200.00 1,200.00

(vii) Upto 8 km. 100cum 1,350.00 1,350.00

(viii

)

Upto 9 km. 100cum 1,500.00 1,500.00

(ix) Upto 10 km. 100cum 1,650.00 1,650.00

(x) Subsequent Km.

11Km. to 20 Km. per Km. 100cum 100.00 100.00

Extra for disposal of surplus spoil

on Item No. 28.1 and 28.2 beyond

one km.

Notes :-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.6

10 sqm. 73.00 75.00

28.7

10 sqm. 23.50 26.50

28.8 (a) Consolidation of road cuts

with hammers, hand rollers

and laying of flat brick

soling/pavement (at

formation level) complete so

as to allow unobstructed

traffic. 10 sqm. 248.00 249.00

(b) Recondition road cuts to

its original condition

including cost of material

necessary to make good the

losses, Consolidation of

11.50cm road metal of 40mm

gauge and surface treatment

of 20mm thick premix and

relaying of soling as covered

in item 28.8 (a) above is

necessary. 10 sqm. 271.00 274.00

Notes :- (i) The rates given for items

28.6, 28.7 and 28.8 include

the cost of all watching

fencing and lighting of the

works.

Extra for cutting through

metalled Roads and their

foundation including sorting

screening and stacking the

soling stone and road metal at the

site of work as ordered by the

Engineer-in-charge.

Extra for cutting Through

Cement Concrete Roads and

their foundations including

sorting and stacking the soling

at the site of work as ordered by

the Engineer-in-charge.

The extra quantity and lead for

disposal of surplus earth beyond

one km will only be payable on

written orders certificate of the

officer not below the rank of Sub

Divisional Engineer.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(ii) The width of the works

described in items 28.6, 28.7

and 28.8 shall be measured

by the same rules as those

laid down in note (ii) following

item No.28.4 (The extra width

shall not be paid for, unless

the same was specifically

ordered by the Engineer-in-

charge of the works in

writting).

(iii) All other demolition work in

connection with pipe lines

shall be paid for at the rates

laid down for demolition of

various classes of work under

relative chapters.

28.9

(a) 80mm internal diameter pipe

line laid complete. 10 m 12.50 13.00

(b) 100mm internal diameter

pipe line laid complete. 10 m 15.80 16.50

(c) 125mm internal diameter


(d) 150mm internal diameter


(e) 200mm internal diameter


(f) 250mm internal diameter


(g) 300mm internal diameter


(h) 350mm internal diameter


Stringing out C.I. Pipes and

Specials castings along

trenches and laying the same in

trenches to correct alignment

and gradients including cartage

from divisional store or nearest

Railway station to site of work

and return of pieces of pipes to

stores :--


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(i) 400mm internal diameter


(j) 450mm internal diameter


(k) 500mm internal diameter


(l) 600mm internal diameter


28.9

(ii)

(a) 50.8 mm Outside dia pipe

Wall Th. 1.6 mm Metre 4.15 4.15

(b) 63.5 mm Outside dia pipe


(c) 76.2 mm Outside dia pipe


(d) 101.6 mm Outside dia pipe


(e) 152.4 mm Outside dia pipe


(f) 203.2 mm Outside dia pipe

Wall Th. 2.0 mm Metre 13.92 13.92

(g) 254.0 mm Outside dia pipe

Wall Th. 2.6 mm Metre 21.19 21.19

(h) 304.8 mm Outside dia pipe

Wall Th. 3.1 mm Metre 27.45 27.45

Note :- Rate of item No. 28.9(ii) are based on September 2008.

Stringing out Quick Coupling

Collared steel pipes IS 11722 &

specials castings along trenches &

laying the same in trenches to

correct allignment & gradients

including cartage from divisional

store or nearest railway station to

site of work & return of pieces of

pipes if any to stores.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.10


line laid complete.

Per metre

of pipeline

laid,

complete. 6.70 7.10


pipe line laid complete.

Per metre

of pipeline

laid,

complete. 8.60 9.10


pipe line laid complete.Per metre

of pipeline

laid,

complete. 11.30 12.00


pipe line laid complete. Per metre

of pipeline

laid,

complete. 14.10 15.00


pipe line laid complete. Per metre

of pipeline

laid,

complete. 20.50 21.50



of pipeline

laid,

complete. 27.80 29.50



of pipeline

laid,

complete. 36.00 38.00



of pipeline

laid,

complete. 39.00 41.00

Extra for fixing cast iron

socketted or flanged pipes,

valves and special castings in

vertical position for overhead

reserviors and stand pipes

including cost of all special

scaffolding, derricks, Jim poles,

tools and plants, ropes, guys, etc.

Complete.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit



of pipeline

laid,

complete. 47.50 50.00



of pipeline

laid,

complete. 57.50 61.00


pipe line laid complete.

Per metre

of pipeline

laid,

complete. 67.00 71.00



of pipeline

laid,

complete. 89.50 95.00

Notes :- (i) For pipes larger than 600mm

internal diameter, special

rates shall be fixed.

(ii) The extra rate in item No.

28.10 is not applicable to

cases where pipes and

specials are fixed above

ground level in horizontal,

inclined or vertical position

instead of trenches. The rate

given in item No. 28.9 only

shall be payable in such

cases.

(iii) The contractor shall be liable

to make good all damage

caused by breakages, from

the moments pipes and

fittings are handed over to his

charge.

(iv) All measurements shall be

taken along the centre line or

axis of the pipe line through

out its length and shall

include the overall laying

length of sluice valves, etc.,

fixed therein.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.10

(ii)


Wall Th. 1.6 mm Per Joint 9.81 9.81















Note :-

28.11


line laid complete. 10 metre 8.50 9.00


pipe line laid complete. 10 metre 11.00 12.00



Stringing out A.C. Pipes and

specials casting along the

trenches and laying the same

into Trenches to correct

alignment and gradients,

including cartage from

Divisional Stores or nearest

Railway Station to site of works


stores :----

Jointing Collared steel pipes IS

11722 with Couplers including

cartage of coupler from divisonal

store to site of work. (Coupler will

be supplied by the department free

of cost)

Rate of item No. 28.10(ii) are based on September 2008.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit





28.12

(a) 63mm outer diameter pipe


(b) 75mm outer diameter pipe


(c) 90mm outer diameter pipe


(d) 110mm outer diameter pipe


(e) 160mm outer diameter pipe


28.13

(a) 90mm outer diameter pipe


(b) 110mm outer diameter pipe


(c) 160mm outer diameter pipe


Stringing out P.V.C. Pipes and


Trenches and laying the same

in Trenches to correct

alignment and gradients,

Including cartage from

Divisional stores or nearest

Railway Station to site of works


stores :---

Strining out H.D.P.E. Pipes and


Trenches and Laying the same

in Trenches to correct

alignement and gradients,

including cartage from


Railway station to site of works


stores :---


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.14


line. Per cut 3.30 3.60


pipe line. Per cut 4.70 5.10





















28.14

(ii)


Wall Th. 1.6 mm Per Cut 4.81 4.81



Cutting of Collared steel pipes IS

11722 & specials with Hexa and

Chipping & Filling the cut surface

to a Uniform Finish.

Cutting cast Iron pipes and

specials and chipping or filing

the surface to a uniform finish :--

--


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit













Note :-

28.15

(a) 80mm internal diametre pipe










28.16

(a) 63mm outer diametre pipe


(b) 75mm outer diametre pipe


(c) 90mm outer diametre pipe


Cutting A.C. Pipes and specials

and chipping or filling the cut

surface to a Uniform Finish.

Cutting P.V.C. pipes and

specials and Chipping or Filling

the cut surface to a Uniform

Finish.

Rate of item No. 28.14(ii) are based on September 2008.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(d) 110mm outer diametre pipe


(e) 160mm outer diametre pipe


28.17

(a) 90mm outer diametre pipe


(b) 110mm outer diametre pipe


(c) 160mm outer diametre pipe


28.18

Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

Quantity

of lead

per joint

in Kg.

Quantity

of yarn

per joint

in kg.

1 3 4 5 6 7

(a) 80mm Per joint 9.50 10.30 1.90 0.11

(b) 100mm Per joint 11.80 12.80 2.40 0.17

(c) 125mm Per joint 14.00 15.00 2.90 0.20

(d) 150mm Per joint 14.50 15.50 3.60 0.23

(e) 200mm Per joint 19.50 21.00 4.90 0.29

(f) 250mm Per joint 23.50 25.50 6.80 0.34

Cutting H.D.P.E. pipes and

specials and Chipping and

Filling the cut surface to a

Uniform Finish.

Jointing Cast Iron Socketted

Pipes Valves and specials with

run lead caulked joints

Excluding cost of lead and yarn

but including cost of labour

Fuel and Tools etc. tested

complete.

Rates

2

Internal diameter of pipe line.

Sr. No. Description. Unit


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(g) 300mm Per joint 25.00 27.00 7.90 0.48

(h) 350mm Per joint 29.00 31.00 9.10 0.63

(i) 400mm Per joint 34.00 36.50 10.30 0.74

(j) 450mm Per joint 38.00 40.50 14.40 0.94

(k) 500mm Per joint 42.50 45.50 16.80 1.02

(l) 600mm Per joint 55.50 59.50 20.90 1.21

28.19

(a) 80mm internal diametre of

pipe, valves or specials. Each 6.20 6.60

(b) 100mm internal diametre of


(c) 125mm internal diametre of


(d) 150mm internal diametre of


(e) 200mm internal diametre of


(f) 250mm internal diametre of


(g) 300mm internal diametre of


(h) 350mm internal diametre of

pipe valves or specials. Each 37.50 40.50

(i) 400mm internal diametre of


(j) 450mm internal diametre of


(k) 500mm internal diametre of


(l) 600mm internal diametre of


Making flanged joints for Cast

Iron pipes, valves and specials.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

Notes :- (i) The rubber insertion 3mm

thick, required for making the

joints will be issued in

rectangular sheets or rools at

stock issue rates in force ex-

divisional stores or F.O.R.

nearest Railway Station.

(ii) All bolts, nuts and washers

for flanged joints will be

supplied without charge to

the contractor, ex-divisional

stores or delivered, F.O.R.

nearest Railway Station. The

contractor at his own

expense and charge will take

delivery of jointing Materials

and bolts, nuts and washers,

transport the same to site of

work.

28.20


pipe, valves or specials. Per joint 4.70 5.15














pipe valves or specials. Per joint 9.40 10.30

Jointing cast Iron Socketted

Pipes Valves and specials with

rubber tyton joints fitted

complete including cost of

Labour and Tools, Etc. and

tested complete.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit









Notes :-

28.21

(a) 80mm internal diametre Per joint 3.20 3.50

(b) 100mm internal diametre Per joint 4.00 4.40

(c) 150mm internal diametre Per joint 5.35 5.85

(d) 200mm internal diametre Per joint 8.10 8.80

(e) 250mm internal diametre Per joint 10.70 11.70

The rubber rings for tyton joints

will be supplied, without charge to

the contractor, ex-divisional stores

or delivered F.O.R. nearest

Railway Station. The contractor at

his own ex-pense and charge will

take delivery and transport the

same to site of work.

Jointing A.C. Pipes and specials

with A.C. complings or cast iron

detachable joints fittings with

bolts and nuts of grooved ends

excluding the cost of C.I.D.

joints, A.C. couplings rubber

rings Bolts and nuts but

including Cartage of the same

from Divisional stores or

nearest Railway station to site

of works and including testing

etc., Complete in all respects :-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.22

(a) 63mm outer diametre and

specials. Per joint 1.15 1.25

(b) 75mm outer diametre and


(c) 90mm outer diametre and


(d) 110mm outer diametre and


(e) 160mm outer diametre and


28.23

(a) 90mm outer diametre and


(b) 100mm outer diametre and


(c) 160mm outer diametre and


28.24


valves Each 14.10 15.40

Jointing P.V.C. Pipes and

specials with P.V.C. Couplings

and Cement solvent excluding

the cost of P.V.C. Couplings

and Cement solvent but

including Cartage of the same

from Divisioanal Stores or

nearest Railway Station to site

of works and including testing

etc., Complete in all respects.

Jointing H.D.P.E. Pipe and

specials including Cartage of

the jointing material from

Divisional Store or nearest

Railway Station to site of work

and including testing etc.

Complete in all respect.

Extra for fixing sluice valves,

socketted or flanged, including

Cartage from stores or nearest

Railway Station to Site of Work.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit























Notes :-

28.25

Each 15.10 16.40

Notes :-

28.26

Each 53.50 57.00

Joints for sluice valves shall be

paid for separately as per items

28.18 and 28.19

Extra for fixing Fire Hydrants all

sizes, including Cartage from


Railway Station to Site of Works.

Extra for fixing Single air Valves

all sizes including Cartage from


Railway Station to Site of Works,

drilling tappling and screwing in

valve connection.

Joint for hydrants shall be paid

separately as per item No.28.19


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.27

Each 15.00 16.00

Notes :-

28.28


flap valve. Each 14.10 15.40




flap valve Each 18.50 20.50



















Extra for fixing double air

Valves all sizes including

Cartage from Divisional Stores or

nearest Railway station to Site of

Works.

Extra for fixing flap Valves in

pipe lines including cartage

from Divisional Stores or nearest

Railway Station to site of works.

The joints for double and single air

valves shall be paid separately as

per item No.28.19


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

Notes :- (i) Joint for flap valves shall be

paid as per Item No.28.18

and 28.19

(ii) Masonry, brick work and

concrete construction for

washout and flap valves

chembers shall be paid for

separately at the rates given

for the corresponding items

of common schedule of rates

for respective zones.

28.29

Each 10.00 10.70

28.30

Each 10.20 10.90

28.31

Each 10.70 11.40

28.32

Each 11.00 11.70

Notes :- (i) All surface boxes will be

supplied without charge, ex-

Divisional Stores or F.O.R.


Fixing cast iron single air

valves surface boxes including

cartage from Divisional Stores or

nearest Railway Station and

embedding to correct levels in

Cement mortar 1:3.

Fixing cast iron double air

valves surface boxes including

cartage from Divisional Stores or



Cement mortar 1:3.

Fixing cast iron sluice valves,

surface boxes including cartage

from Divisional Stores or nearest

Railway Station and embedding to

correct levels in Cement mortar

1:3.

Fixing cast iron fire hydrants

surface boxes including

carriage from Divisional Stores

or nearest Railway Station and


Cement mortar 1:3.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(ii) Payment for lime concrete,

brick work, pitching etc.

required in connection with

the construction of brick work

Pits or chambers for sluice

valves, flap valves, air

valves, hydrants, break

pressure tanks, ball valves

chambers and other works

for water supply pipe lines

where no composite rate

exists will be made on the

basis of actual

measurements for each class

of work at the rates laid down

for the appropriate classes of

work in schedule of rates and

no extra will be payable due

to the limited quanitites of the

work or difficulties of

construction or other causes.

28.33

(a) 10mm internal diametre. Each 22.00 23.00

(b) 15mm internal diametre. Each 23.00 24.00

(c) 20mm internal diametre. Each 32.50 34.50

(d) 25mm internal diametre. Each 39.00 41.50

(e) 32mm internal diametre. Each 44.50 48.00

(f) 40mm internal diametre. Each 48.50 52.00

Notes :-

Drilling and tapping cast iron

pipe lines of all diameters and

screwing in Ferrule and

connections.

Size of Ferrule:

Ferrule will be supplied without

charge to the contractor, ex-

Divisional store or from nearest

Railway Station. The fixing rate

includes cartage to site of work

and also the cost of excavation up

to the main and filling in and

making good the surface after

finishing the job. The rate is for

complete job.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.34

(i) 15mm internal diameter of

pipe line. Metre 4.90 5.40

(ii) 20mm internal diameter of


(iii) 25mm internal diameter of


(iv) 32mm internal diameter of


(v) 40mm internal diameter of


(vi) 50mm internal diameter of


(b)













Labour for laying, jointing fixing

and testing G.I.Pipe lines and

specials, tees, bends, sockets,

elbows etc., Inside building and

testing etc., complete including

cutting threading :-

Including cost of specials :-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.35

(a)

(i) 20mm outer diameter of pipe

line. Metre 4.25 4.65

(ii) 25mm outer diameter of pipe


(iii) 32mm outer diameter of pipe


(iv) 40mm outer diameter of pipe


(v) 50mm outer diameter of pipe


(b)

(i) 20mm outer diameter of pipe


(ii) 25mm outer diameter of pipe

line. Metre 10.60 11.70

(iii) 32mm outer diameter of pipe

line. Metre 12.20 13.30

(iv) 40mm outer diameter of pipe

line. Metre 12.60 13.80

(v) 50mm outer diameter of pipe

line. Metre 15.00 16.50

28.36

(a) 15mm internal diameter Metre 1.60 1.70

(b) 20mm internal diameter Metre 2.00 2.15

Labour for laying jointing fixing

and testing H.D.P.E./P.V.C. Pipe

lines and specials, tees, bends,

sockets, elbows etc. inside

building and testing etc.

complete including cutting and

wastage.

Excluding cost of specials :-


Labour for laying, jointing,

fixing and testing G.I. Pipe

Lines and Specials tees, bends,

sockets elbow etc. In trenches in

the ground, cutting, threading and

testing etc., complete.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(c) 25mm internal diameter Metre 2.50 2.75

(d) 32mm internal diameter Metre 3.65 4.00

(e) 40mm internal diameter Metre 3.85 4.20

(f) 50mm internal diameter Metre 4.05 4.40

(g) 65mm internal diameter Metre 4.10 4.50

(h) 80mm internal diameter Metre 4.55 4.95

(i) 100mm internal diameter Metre 5.40 5.85

28.37

(A)

(a) 20mm outer diameter Metre 1.35 1.45

(b) 25mm outer diameter Metre 1.65 1.80

(c) 32mm outer diameter. Metre 2.45 2.65

(d) 40mm outer diameter. Metre 2.55 2.80

(e) 50mm outer diameter. Metre 2.70 2.95

28.37

(B)

(a) 20mm outer diameter Metre 1.20 1.35

(b) 25mm outer diameter Metre 1.50 1.65

(c) 32mm outer diameter. Metre 2.20 2.40

(d) 40mm outer diameter. Metre 2.35 2.60

(e) 50mm outer diameter. Metre 2.55 2.80


fixing and testing H.D.P.E. Pipe

Lines and Specials teec, bends,

sockets, elbow etc,. In the

trenches in the ground cutting

testing etc. complete.

Labour for laying jointing, fixing

and testing P.V.C. Pipe lines of

10 kg/cm² working Pressure and

Specials teec, bends, Sockets,

elbow etc. in the trenches in the

ground cutting testing etc.

complete.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.38

(a)













(b)













Excluding cost of specials :-


fixing and testing W.I. (Red)

steam pipe lines inside

buildings including speacials,

tees bends, sockets, elbow, etc.,

cutting threading and testing etc.,

complete.



Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.39

(a) 15mm internal diameter of

pipe Metre 1.60 1.70

(b) 20mm internal diameter of


(c) 25mm internal diameter of


(d) 32mm internal diameter of

pipe. Metre 3.65 4.00

(e) 40mm internal diameter of


(f) 50mm internal diameter of


(g) 65mm internal diameter of


(h) 80mm internal diameter of




(i) Holder bats, flanged joints,

unlons and making chases in

walls will be paid for

separately.

Labour for laying jointing,

fixing, and testing W.I. (Red)

steam pipe line, specials, tees,

bends, sockets, elbows etc., IN

trenches in the gound including

cutting, threading and testing etc.,

complete but excluding cost of

specials.

Notes :-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(ii) All G.I/H.D.P.E./P.V.C./W.I.

pipes and specials shall be

obtained by indent upon the

Executive Engineer, Public

Health concerned, and direct

purchases by the contractor

shall not be permitted except

in such special cases as shall

be allowed in writing by the

Executive Engineer.

(iii) All G.I/H.D.P.E./P.V.C./W.I.

pipes and specials, bends,

tees, etc., will be supplied ex-


nearest Railway Station at

the Divisional Stock issue

rates in force when the

specials are indented for and

the rates include the cost of

cartage to the site of works

including fixing, jointing and

testing etc., complete.

(iv) Square elbow must not be

used for any work, but round

elbows used instead.

(v) Short lengths of G.I./P.V.C.

and H.D.P.E. pipes lines,

upto 9m in connection with

construction of stand post

and other such works will be

paid at rates meant for inside

building work.

28.40

(a) 15mm internal diameter Each 2.10 2.25

(b) 20mm internal diameter Each 2.40 2.55

(c) 25mm internal diameter Each 2.85 3.05

(d) 32mm internal diameter Each 3.20 3.45

Extra for fixing flanged joints on

G.I. & W.I.Pipe lines including

cost of jointing meterail.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(e) 40mm internal diameter Each 3.65 3.85

(f) 50mm internal diameter Each 4.85 5.15

(g) 65mm internal diameter Each 5.20 5.55

(h) 80mm internal diameter Each 6.20 6.60

(i) 100mm internal diameter Each 7.00 7.40

(i) The jointing material for the

above will be supplied Ex-

Divisional Stores or F.O.R.

nearest Railway Stastion at

the Stock issue rates inforce

when the material is indented

for.

(ii) All bolts, nuts and washers

will be supplied without

charge to the contractor, ex-



the rate includes the cost of

cartage to site of works.

28.41










Extra for fixing and jointing

Union Couplings in G.I. and W.I.

Pipe lines.

Notes :-

Notes :-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(i) These unions shall be fixed

on branches at or near to the

junctions with the main

G.I.Pipe Line and also at

intervals of about 30 metres

on all pipe lines laid in the

ground, and at intervals of 18

metres to 24 metres on pipe

lines laid on roofs and inside

buildings.

(ii) The rates apply to couplings

on straight lines, branches

and also on bends.

(iii) The couplings will be

supplied without charge to

the contractor Ex-Divisional

Stores or F.O.R. nearest

Railway Station and the rate

includes cost of cartage,

fixing and testing etc.,

complete.

28.42


sleeve pipe Metre 3.85 4.25













Labour for fixing G.I. or W.I.Pipe

sleeve pieces in holes in walls,

floors and roofs rounds pipes

including all cutting and

wastage:-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit





28.43


pipe line. Each 2.90 3.15

















(i) Holder bats are generally

required to be fixed at

intervals of about 2.4 metres

on straight line.

Fixing galvanised malleable

iron holder bats hold fasts to

pipe lines fixed on walls and

ceilings including all cuttings to

walls and making good to original

condition :-

Notes :-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(ii) The holder bats will be

supplied free of cost to the

contractor ex-divisional

stores or nearest Railway

Station. The rates include the

cost of carriage and labour

etc., to site of works.

28.44










Peet valves will eb supplied

free of cost to the contractor

ex-divisional stores or


28.45



Fixing and jointing gun-metal

peet valves (Heavy Pattern) with

hand wheels, on G.I. Pipe lines

laid in the ground or inside

buildings Including Cartage from

Divisional stores or nearest

Railway Station to site of works :-

Notes :-

Fixing screw down stop cocks

of gun-metal or hard brass on

G.I.Pipe lines laid in the ground

or inside buildings Including

Cartage from Divisional Stores or

nearest Railway Station to site of

works :-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit





The stop cocks will be


contractor Ex-Divisional

Stores or nearest railway

Station.

28.46







28.47







28.48

Fixing ball valves including

cartage from Divisional stores or

nearest Railway station to site of

works.

Notes :-

Fixing bib taps of Gun-metal or

hard brass on G.I. pipe lines

Including Cartage from divisional

Stores or nearest Railway Station

to site of works :-

Fixing chromium plated brass

shower rose including cartage

from Divisional Store or nearest

Railway Station to site of works :-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(a) 150mm internal diameter

with 15mm or 20mm inlet. Each 1.90 2.00


with 15mm or 20mm inlet. Each 1.90 2.00

28.49

Each 31.45 34.25

28.50

Each 22.00 24.00

28.51

Each 7.50 8.00

(i) The surface boxes will be


contractor Ex-Divisional

Stores or nearest Railway

Station.

Making connection with the

existing G.I. branch main up to

40mm size including cutting and

threading pipe etc. complete

excluding cost of tee and ling

screw, but including cartage of

material to site.

Fixing water meter and stop

coct in G.I. pipe line up to

25mm size including cutting and

threading pipe and making long

screw etc. complete including

cost of G.I. Jam nut but

excluding cost of water meter

and stop cock.

Fixing Peet Valve and stop Cock

Surface boxes (Cast Iron)

including cartage from Divisional

stores or nearest Railway station

to site of works.

Notes :-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.52

(a) Upto 300mm internal

diameter. Each 50.00 51.00

(b) Exceeding 300mm internal

diameter but not exceeding

450mm internal diameter. Each 83.00 85.00

(c) Exceeding 450mm internal

idameter but not exceeding

600mm internal diameter. Each 126.00 130.00

28.53

(a) Upto 200mm internal

diameter.Each

connection. 77.80 85.50

(b) Exceeding 200mm internal


300mm internal diameter.Each


Bailing out water from the

trenches for making new

connections in fully charged

pipe lines including cleaning

trimming and dressing the

trenches to correct alignment and

grade as required by the Engineer-

in-charge.

Size of the main with which

connection is to be made.

Fixing bell mouths with or

without Puddle Collars Puddle

collar Pieces and Plain,

Socketted or flanged Pipes in

brick works, cement concrete or

reinforced Cement Concrete

used for inlets, outlets, scour and

overflow pipes of the overhead

service reservoirs of the length of

pipe of special embedded to

Correct alignment and Levels

including the cost of cutting

hole if required, cement concrete

filling around the pipes or specials

and making good the joint water

tight including repointing,

replastering and colour or white-

washing as prequired by the

Engineer-in-charge.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(c) Exceeding 300mm internal




(d) Exceeding 450mm internal




28.54


alkathene pipe (Normal

Gauge). Metre 0.85 0.95
















28.55

(a) 150mm C.I. pipe, bends,

specials and heads complete

for ventilating column built

into the walls. Each 88.00 94.00


fixing and testing alkathene

pipe lines and specials, tees,

bends, sockets, elbows, etc., in

trenches and testing etc.

complete.

Labour rates including materials

in erecting, fixing and jointing

fixtures to fitter beds, clear water

tanks and sedimentation tanks,

etc.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(b) Cast iron 'V' uotch with base

including embedding in 1:2

cement sand mortar setting

both in 1:1 cement sand

grouting levelling up and

finishing complete. Each 107.00 116.00

(c) Fixing water level recorders

or rate of flow indicators

complete including grouting

H.D. bolts and brackets

guiders for wire, etc., in 1:1

cement sand mortar. Each 204.00 220.00

(d) Fitting in position equilibrium

ball valve at inlet chambers in

cement sand mortar.Each 71.00 77.00

(e) Fixing steel shutters with

frame complete on inlet side

of sedimentation tank

including painting 3 coats of

bitumastic paint. Each 70.00 75.00

(f) Fixing floating arm in position

complete with sluice valve,

long spindle, hand wheel,

brackets and guides


Each 201.00 217.00

(g) Fixing enamelled gauge in

storage and sedimentation

tank. Each 70.00 77.00

28.56





28.57 Providing and placing in

horizontal layers filtering media

screened, washed and cleaned

as described below :-

Labour for laying, fixing and

testing M.S. pipe lines and

specials tees, bends, sockets,

elbows etc. in trenches in the

gound cutting, threading and

testing etc. complete.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(a) Top layer :----- Fine sand

screened, cleaned and

washed and graded (effective

size 0.2 to 0.4mm with

uniformity coefficient 2.00 to

3.00) from Pathankot or other

approved source. Cum 71.00 73.00

(b) Second Layer :----- Coursed

sand screened, cleaned and

washed and graded from

3mm to 6mm (from

Pathankot or approved

equivalent quarry). Cum 83.00 85.00

(c) Third Layer :----- Bajri

screened, cleaned and


6mm to 20mm (from



(d) Fourth Layer :----- Bajri

(Coursed) screened, cleaned

and washed and graded from

20mm to 25mm (from



(e) Bottom Layer :----- Broken

stone, screened, cleaned and


50mm to 75mm (from



Labour

rate

With

special

quality paint

With I.S.I.

marked

quality

paint

Labour

rate

With

special

quality

paint

With

I.S.I.

marked

quality

paint

28.58 Painting G.I.Pipes and Specials

with Superior and Ordinary

Quality Synthetic enamels Paint

in all shades as per I.S.I.

specification on existing or new

work, two coats paints

including cleaning rubbing

surface, etc.

Sub mountainous RegionPlains


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit


pipes and specials. 10 Metre. 1.55 7.50 4.40 1.75 7.70 4.55











28.59









Labour

rate

With

special

quality paint

With I.S.I.

marked

quality

paint

Labour

rate

With

special

quality

paint

With

I.S.I.

marked

quality

paint





Plains Sub mountainous Region

Repainting G.I. Pipes and

fittings with superior and

ordinary quality synthetic

enamel Paint in all shades as

per I.S.I. specification on old

work including rubbing down

old surface :-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.60

(a) 15mm internal diameter,

20mm internal diameter pipe.

10 Metre. 1.75 5.30 4.20 1.95 5.50 4.35

(b) 25mm internal diameter,


10 Metre. 2.25 6.90 5.50 2.55 7.10 5.70

(c) 40mm internal diameter,


10 Metre. 3.55 10.80 8.60 3.95 11.00 8.90

28.61

(a) 15mm internal diameter,


10 Metre. 1.05 2.75 2.25 1.20 2.90 2.35

(b) 25mm internal diameter,


10 Metre. 1.40 3.60 2.90 1.55 3.75 3.05

(c) 40mm internal diameter,


10 Metre. 2.20 5.60 4.55 2.45 5.90 4.80

The special quality Paints for

item No's 28.58 to 28.61 are

those paints which are

approved/declared as such

by the Chief Engineer

incharge.

Painting G.I.Pipes and Specials

with aluminium Paints as per

I.S.I. specification on new or

Existing work, two coats paint

including cleaning rubbing

surface, etc.

Repainting G.I.Pipes and fitting

with aluminium Paints as per

I.S.I. specification on existing

work including cleaning rubbing

etc.

Notes :-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.62

(a) 11.43cm thickness of walls Each 7.90 8.30

(b) 22.86cm thickness of walls Each 12.50 13.00

(c) 34.29cm thickness of walls Each 16.50 17.50

(d) 45.72cm thickness of walls Each 20.50 21.50

(e) 57.15cm thickness of walls Each 25.50 27.00

(f) 68.58cm thickness of walls Each 29.50 31.50

28.63

(a) 11.43cm thickness of walls Each 13.50 14.50

(b) 22.86cm thickness of walls Each 19.50 20.50

(c) 34.29cm thickness of walls Each 26.00 28.00

(d) 45.72cm thickness of walls Each 32.00 34.00

(e) 57.15cm thickness of walls Each 36.50 38.50

(f) 68.58cm thickness of walls Each 42.50 45.00

28.64

(a) 75mm thickness of floor. Each 7.60 8.00

(b) 115mm thickness of floor. Each 10.75 11.50

Cutting holes upto 23cm square

thorugh B.B. in mud walls for

pipes, and making good

including repointing,

replastering and finishing

according to existing finish where

required.

Cutting holes upto 23cm

through stone masonry or B.B.

in cement walls for pipes and

making good including

repointing, replastering and

finishing according to existing

finish where required.


for pipes in flooring and roofs

of bricks, tiles with lime

concrete and making good

including repointing, replastering

and colour or white washing where

required.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

(c) 150mm thickness of floor. Each 13.00 13.90

(d) 190mm thickness of floor. Each 14.00 15.00

(e) 225mm thickness of floor. Each 15.40 16.40

28.65

(a) 75mm thickness of floor or

roof. Each 8.70 9.20

(b) 115mm thickness of floor or

roof. Each 11.20 11.80

(c) 150mm thickness of floor or

roof. Each 14.20 15.00

(d) 190mm thickness of floor or

roof. Each 14.90 15.70

(e) 225mm thickness of floor or

roof. Each 17.00 17.80

28.66


pipe, valves or special. Per Joint 2.60 2.75






for pipes in floor and roofs of

cement concrete, reinforced

concrete or reinforced brick

work and making good including

repointing, replastering, replacing

bitumen and colour or white

washing where required.

Dismantling lead Caulked Joints

of cast iron Socketted Pipes,

Valves and Specials by heating

the Joints including the cast of

Labour, Fuel and tools, etc.,

collecting the lead taken out from

the joints and delivering the same

to the Divisional stores.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit


pipe, valves or special.Per Joint 4.85 5.20











(j) 250mm internal diameter of


(k) 300mm internal diameter of


(l) 350mm internal diameter of


(m) 375mm internal diameter of


(n) 400mm internal diameter of


(o) 450mm internal diameter of


(p) 500mm internal diameter of


(q) 525mm internal diameter of


(r) 550mm internal diameter of


(s) 600mm internal diameter of



Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.67

(a) 50mm, 65mm, 80mm,

100mm internal diameter of


(b) 125mm, 150mm, 175mm,

200mm, 225mm and 250mm

internal diameter of pipe,

valves or special. Per Joint 2.90 3.10

(c) 300mm, 350mm and 375mm

internal diameter of pipe,

valves or special. Per Joint 7.50 8.10

(d) 400mm and 450mm internal

diameter of pipe, valves or

special. Per Joint 8.15 8.80

(e) 500mm and 525mm internal



(f) 550mm and 600mm internal



28.68


pipe.

10 metre of

pipe line

dismanteled. 5.30 5.70


pipe.10 metre of

pipe line

dismanteled 5.90 6.40


pipe.

10 metre of

pipe line


Dismantling flanged Joints for

Cast iron Pipes, Valves and

specials including carriage of

bolts, Nuts and washers to the

Divisional stores.

Taking out dismantled Cast Iron

Socketted or Flanged Pipes

valves and, specials etc. out side

from the trenches and Stacking at

a nearest Convenient place as

required by the Engineeer-in-

charge from where they can be

loaded in to carts or trucks :-


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit


pipe.

10 metre of

pipe line



pipe.

10 metre of

pipe line



pipe.

10 metre of

pipe line



pipe.

10 metre of

pipe line



pipe.

10 metre of

pipe line



pipe.

10 metre of

pipe line



pipe.

10 metre of

pipe line



pipe. 10 metre of

pipe line



pipe. 10 metre of

pipe line



pipe. 10 metre of

pipe line



pipe.

10 metre of

pipe line



pipe.

10 metre of

pipe line



pipe. 10 metre of

pipe line



Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit


pipe. 10 metre of

pipe line



pipe. 10 metre of

pipe line



pipe. 10 metre of

pipe line


(i) The contractor shall be liable

to make good all damage

caused by breakage while

taking out the pipes from

trenches.

(ii) All measurements shall be

taken along the centre line of

axis of the pipe line

throughout its length and

shall include the overall

laying length of sluice valves

and specials fixed therein.

28.69













Notes :-

Dismantling sluice valves

socketted or flanged including

cartage from the site of work to

the Divisional Stores :---


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit


valves. Each 11.00 12.00

























28.70

Each 6.60 7.20

28.71

Each 6.10 6.65

Dismantling fire hydrants of all

sizes, including dismantling the

joints, cartage from the site of

work to the Divisional Stores.

Dismantling single or double air

valves, all sizes, including

dismantling joints and cartage

from the site of works to the

Divisional Stores.


Plains.

(in Rs.)

Sub-

mountaino

us region.

(in Rs.)

1 3 4 5

RatesSr. No.

2

Description. Unit

28.72

Each 3.65 4.00

28.73

Each 3.95 4.35

28.74

Each 11.00 12.00

28.75



(b) 20mm internal diameter pipe


(c) 25mm internal diameter pipe


(d) 32mm internal diameter pipe


(e) 40mm internal diameter pipe


(f) 50mm internal diameter pipe


(g) 65mm internal diameter pipe


(h) 80mm internal diameter pipe




Dismantling cast Iron surface

boxes for sluice valves and fire

hydrants including cartage from

site of works to the Divisional

Stores.

Dismantling cast Iron single air

valve surface boxes including

cartage from the site of works to

the Divisioanl Stores.

Dismantling cast Iron double air

valve surface boxes including

cartage from the site of works to

the Divisional Stores.

Dismantling, disjointing, removal

and carriage to stores, G.I. pipe

lines, specials, valves and fittings :-


Plains Sub-

mountainous

Region

29.1

(a) For all classes of soil except

rocky. 100 cum 728.00 731.00

(b) For ordinary gravel soil,


(c) For semi-conglomerate or soil


Work. 100 cum 1480.00 1483.00

Excavation in open cutting or in

streets and lanes for intramural

sullage drains, extramural

intercepting drains and out fall

drains above top of drains

cunnetes , storm water channels

and other work contingent or

incidental thereto, to full dimensions

and depth as shown on the drawings

or as shall be required by Engineer-in-

charge including dressing to correct

sections and dimensions according to

templates and levels, dewatering of

rain water, diversion of traffic, fixing

and maintenance of caution boards,

night signals, crossing over trenches

for access to the houses, watching

etc. and of removal of surplus spoil

from the site of work including all lift

and lead for depths to 2 metre

below natural ground level upto 60

metres of length of lead in

disposing surplus spoil.

CHAPTER NO. 29

SEWERAGE AND DRAINAGE

Sr. No. Unit RatesDescription


Plains Sub-

mountainous

Region


29.2

(a)

(i) For all classes of soil except

rocky. 100 cum 689.00 689.00

(ii) For ordinary gravel soil,


(iii) For semi-conglomerate or soil


Work. 100 cum 1379.00 1379.00

(b)


rocky. 100 cum 57.00 57.00

(ii) For ordinary gravel soil,




Work. 100 cum 108.00 108.00

Not exceeding 1.5 metres depth :-

Extra for every additional depth or 1.5

metres or part thereof :-

Earth work in excavation in

Foundations Trenches etc., for

storage and sedimentation tanks, high

level tanks, filter beds, clear water

reservoirs, pump houses, sumps,

screening chambers and other similar

works to full dimension and depth as

shown on the drawings or as shall be

required by Engineer-in-charge,

including dressing of bottom and sides

of trenches, stacking the excavated

soil clear from the excavation and

subsequent filling around

Plinth/structures in 15 cms. layers

with compaction including Disposal

of surplus spoils as Directed within

a lead of 30 Metres :-


Plains Sub-

mountainous

Region


Note :-

29.3 (a) Extra for every 7.5 meters

additional lead beyond leads,

specified in item No. 29.1 and

29.2 above up to 300 metres. 100 cum 17.00 17.00

(b) Extra for every 7.5 meters

additional lead beyond 300

metres upto 450 metres. 100 cum 13.50 13.50

Note :-

29.4

(a)

Item No. 29.01 and 29.02 above do

not include the Provision of timbering.

However, if it is necessary to provide

timbering the payment may be made

to Rs. 623.00 and Rs. 633.00 per 100

cum of earth work for poling board

frame type of timbering in plain and

sub-mountainous area respectively.

This extra payment is only allowed on

the written order/certificate of the

Engineer-in-charge.

For leads beyond 450 metres earth

work shall be payable at carriage rates

for and, bajri and ballast etc., given in

chapter 5 on carriage, of this revised

common schedule of rates in Metric

Units.

For depth not exceeding 3 metres

below ground level.

Excavation of trenches in a Streets,

Lanes or in Open Area for Storm

Sewers and Manholes to Full

Depths as Shown in Drawings,

Including Shoring, Timbering of

Poling Board Frame System Type ,

dressing to correct sections and

dewatering, provision for diversion for

traffic, night signals, profiles, Pegs,

Sight rails, boning rods, crossing over

trenches for access to the houses,

watching, fencing etc., fixing and

maintenance of caution boards,

refilling trenches, watering of refill in

15 cm layers, ramming and

restoration of surface to original

conditions and removal of Surplus

Spoil from the Site of Works, for all

Works other than connections to

Ventilating Shafts upto a Lead of

one Kilometre.


Plains Sub-

mountainous

Region



rocky . 100 cum 1798.00 1811.00

(ii) For ordinary gravel soil




Work. 100 cum 2611.00 2624.00

(b)


rocky. 100 cum 1938.00 1951.00





Work. 100 cum 2920.00 2933.00

(c)


rocky. 100 cum 2212.00 2232.00





Work. 100 cum 3469.00 3488.00

(d)


rocky. 100 cum 2261.00 2283.00





Work. 100 cum 3586.00 3608.00

(e)

For depth exceeding 3 metres but not

exceeding 4.5 metres below natural

ground level :-

For depths exceeding 4.5 metres but

not exceeding 6 metres.

For depths exceeding 6 metres but not

exceeding 7.5 metres.

For depths exceeding 7.5 metres but

not exceeding 9 metres.


Plains Sub-

mountainous

Region



rocky. 100 cum 2467.00 2489.00





Work. 100 cum 3929.00 3951.00

29.5


rocky. 100 cum 1342.00 1350.00





Work. 100 cum 2069.00 2077.00

29.6

(a) For sewer below : 760 mm i/d Per Metre 48.00 48.00

(b) For sewer 760 mm i/d and

above Per Metre 58.00 58.00

(c) Extra over and above for item

No. 29.4 (a to e) for wet Earth

work.

(i) Extra for wet earth work from

bottom of excavation upto level

of sub soil water. 100 cum 343.00 343.00

(ii) Extra for wet earth work from

level of sub soil water up to 30

cm above. 100 cum 171.50 171.50

Notes :-

Extra over and above the rate of item

No. 29.4 ( a to e) for lowering sub-

soil water level from its natural

level, as decided by the Engineer-in-

charge, by every 0.30 metre depth

(Upto requisite depth), including cost

of Bore Holes Machinery and

carrying out the work in safe

manner.

Excavation of Trenches as described

in item no. 29.4 above but for

connections to ventilating shafts.


Plains Sub-

mountainous

Region


(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

The depth of spring level below

ground level from where the wet

sinking of excavation below spring

level is to be done will be decided by

the Engineer-in-charge and the

decision will be final and binding on

the contractor. Where ever water is

depressed by pumping, rate shall be

for wet earth work if actually wet and

not for work under standing or flowing

water and wetness allowance shall be

payable only after obtaining the

written approval of the Superintending

Engineer.

No extra shall be payable in respect of

item No. 29.1 to 29.5 inclusive, for

any seepage of water during

excavation above spring level.

The additional lift beyond the depth as

specified in item No. 29.1 may be

converted into lead, as per rule laid

down in chapter 6 of this, revised

common schedule of rates in Metric

units.

The contractor must fix signboards to

indicate the excavation of works and

diversion of traffic, etc. The sign-

boards will be supplied by the

Department from their store but the

fixing and maintenance at site will be

done by the contractor and the rates

include the coast of the same.

The rates for Item No. 29.1 to 29.5

inclusive, cover the cost of removing

trees and roots and removal of kankar

and other hard material met in the

excavation.

The maximum and minimum widths of

trenches and excavation for which

payment shall be admissible to the

contractor shall be those laid down in

the contract specifications.

In case of deep excavation for item

No. 29.2 above, the excavation may

be done giving appropriate side slope,

which may be fixed by the Engineer-in-

charge.


Plains Sub-

mountainous

Region


(viii)

(ix)

(x)

such trenches or actually brought it to

the site payment for abandoned

trenches at the above rate will include

for the back filling of the trenches in

15 cm layers, well watered and

consolidated and for the restoration of

the site to its original condition.

If the excavation for any sewer shall

be carried out by 'cut' and 'cover' i.e.

sinking shafts and tunneling in

between, the contractor shall be paid

for such work as if the trench had

been openend the full length, but no

extra shall be allowed other than the

full measurement of the trench

excavation at the rate of item No. 29.4

above for excavation pusposes. It will

entirely be at the discretion of the

Engineer-in-charge to permit

excavation by cut and cover method.

Back filling of shafts and tunnels must

at all times be carried out throughly

and to the satisfaction of the Engineer-

in-charge.

If any excavation of trenches in which

timbering has not been done has to be

abondoned due to the change of

alignment of the sewer necessiated by

any obstruction such as pipe line,s

electric, telephone or telegraph cables,

wired Poles coming in the way of the

sewer or for any other cause

whatsoever the contractor will be paid

at the rate of Rs. 728.00, Rs. 1,054.00

and Rs. 1,483.00 per 100 cum for all

classes of soil, except locky, gravel

soild and conglomerate soild

respectively in plain or sub-

mountainous area for such

excavation, not withstanding that he

may have made arrangements for the

timbering of

Where the Engineer-in-charge so

directs earth filling in trenches will be

carried out by mechanical Rammers,

No extra payment for this wil be

allowed to the contractor.


Plains Sub-

mountainous

Region


(xi)

(xii)

(xiii)

(xiv)

No extra shall be payable in respect of

item 29.1 to 29.5 inclusive, due to

other unforeseen difficulties, hardness

of the soil or of the surface and other

factors. The rates do not include

cutting through metalled roads and

sorting and stacking of the road

material for replacing after the

trenches are filled in, whcih will be

paid for separately.

The rate for road cutting and

restoration of surface to its original

condition will be the same as payable

in case of chapter 28 on "Water

Supply."

If any timbering or shoring is left

permanently in any trench or

excavation under orders of the

Engineer-in-charge of the work, the

contractor shall be entitled to a

payment of Rs. 950.00 per cum of the

timber left permanently in the work.

Intimation of such payments should

be given to the Superintending

Engineer concerned in due course.

The rates for item 29.3 to 29.5

inclusive include the removal of all

surplus earth or spoil upto a distance

of one kilometre and its disposal,

either outside the limits of the town or

into depression or otherwise to the

approval of the Engineer-in-charge of

the works. The contractor shall pay at

his own cost and charges all fees or

charges which may be levied by owner

of the land on which the spoil shall be

disposed for the right of way thereto

and for compensation for damage

caused by the transport or disposal of

the spoil. All spoil shall be dressed

and trimmed to the approval of the

Engineer-in-charge of the works.


Plains Sub-

mountainous

Region


(xv)

29.7

(a) Up to 2 Kilometres. 100 cum 240.00 240.00

(b) Up to 3 Kilometres. 100 cum 470.00 470.00

(c) Up to 4 Kilometres. 100 cum 690.00 690.00

(d) Up to 5 Kilometres. 100 cum 900.00 900.00

(e) Up to 6 Kilometres. 100 cum 1050.00 1050.00

(f) Up to 7 Kilometres. 100 cum 1200.00 1200.00

(g) Up to 8 Kilometres. 100 cum 1350.00 1350.00

(h) Up to9 Kilometres. 100 cum 1500.00 1500.00

(i) Up to 10 Kilometres. 100 cum 1650.00 1650.00

(j) Sub-sequent kilometres (Per

kilometre) Beyond 10km upto

20km 100 cum 100.00 100.00

Note :-

29.8

Per metre 29.50 30.00

The extra quantity of lead for disposal

for surplus earth work beyond one

kilometre will only be payable on

written orders/ certificate of the officer

not below the rank of S.D.E.

In case construction of sewers is

carried out by sinking chambers

method then the payment for various

items involved in the construction of

chambers i.e. Brick-work, cement,

concrete, R.C.C. sinking etc. will be

paid for at the respective rates

provided for in the revised. Common

Schedule of Rates in Metric Units

without any extra due to supposed

special for difficult nature of work.

Extra for Disposal of surplus soil

beyond one kilometre.

Extra over and above the Rate of

excavation contained in item 29.4 and

29.5 For providing close board

Timbering in place of poling board

frame system of timbering per metre

of sewer Trench for every 3 metres

deep Shuttering or part thereof

where such timbering is done.


Plains Sub-

mountainous

Region


29.9

Per metre 7.20 7.30

Note :-

29.10

Cum. 29.50 30.50

Note :-

Extra rates provided vide item No.

29.8 and 29.9 above for close board/

driven or piled type of timbering will

only be pay able on the written

orders/certificate of the Exceutive

Engineer.

Clay puddle weathered and

tempered laid and consolidated on

the flat or on the slope to correct

template and levels or thickness as

shall be required by the Engineer-in-

charge.

Only weathered and tempered clay of

quality to be approved by the Engineer-

in-charge shall be allowed to be used.

The rate includes the cost of all forms

and shuttering required for the placing

and supporting of the puddle and for

filling in all cracks and scored out

holes or channels, etc. formed in

puddle and finishing to an accurate

smooth surface to the plate.

Dismantling and Demolition

Example :- Trench depth is 9 metres.

Three stage timbering each stage 3

metres has been done. The strata

met with from 6 to 9 metres

necessitate the provision of close

timbering (without driving) and is

done. Thus rate of Rs. 29.50 per

metre of effected sewer trench will be

paid in plain. In case the close

timbering has been done from 3 to 9

metres below G.L., i.e. 2 stages of 3

metres, then payment of two stages of

Rs. 29.50 per metre i.e. Rs. 59.00 per

metre of affected sewer trench will be

pay-able in Plains.

Extra over and above item 29.8

above for Driven piles type of

timbering required in running sandy

strata for every 3 Meters depth of

part thereof.


Plains Sub-

mountainous

Region


29.11

(a) House connection drains 10 Metres 7.60 7.60

(b) Type I drain 10 Metres 11.50 11.50

(c) Type II drain 10 Metres 27.50 27.50

(d) Type III drain 10 Metres 34.50 34.50

(e) Type IV drain 10 Metres 40.50 40.50

(i)

(ii)

(A)

29.12

10 Metres 78.00 79.00

29.13

10 Metres 118.00 119.00

Notes :-

The disposal of all rubbish off site of

work means the removal thereof to the

place of disposal outside the town into

pounds, and depression or other

suitable places, levelling off the same

and cleaning of the site of structures

dismentled, to the satisfaction of the

Engineer-in-charge.

The dismentling of brick pitched drain

shall be paid for at the rates given

under chapter 8 (demolition) on the

class of work.

Dismantling existing drains of

different size cunnets, section only

including recovery of all useable

materials, stacking the same near site

of dismantled works and disposal of

all rubish off site of works.

Brick Flooring and pitching

Tega 7.5 cm thick formed of first

class bricks on end laid in cement

sand mortar 1:5 and projecting to a

maximum height of not more than

12.5 cm above top of drain along

house sides of drains where required

for protection of house walls.

Reimbursements to Drains and

flooring in strips

Tega 11.50 cm thick formed of first

class bricks on end laid in cement

sand Mortar 1:5 as above.


Plains Sub-

mountainous

Region


Note :-

29.14

10 sqm 365.00 369.00

29.15

10 sqm 323.00 327.00

29.16

10 sqm 332.00 336.00

29.17

10 sqm 343.00 346.00

29.18

10 sqm 559.00 564.00

29.19

10 sqm 495.00 500.00

29.20

10 sqm 509.00 514.00

29.21

10 sqm 525.00 530.00

First class brick on edge 11.50 cm

thick laid in reimbursements in and

on 1:5 cement sand mortar as

above.




above.

The rates for items 29.12 and 29.13

include for all excavation and for all

bends, curves, cutting and wastage of

bricks required. The external surfaces

of the exposed joints must be struck

flush as the work proceeds and left

perfectly smooth.

First class flat brick 7.50 cm thick

laid in reimbursements in and on

lime mortar on sides of drains and in

other work where required over lime

concrete or other foundations. All

joints to be left completely filled and

struck flush.



1:6 cement sand mortar as above.




above.


laid in reimbursement in and on 1:5

cement sand mortar as above.

First class for brick 7.50 cm thick


1:4 cement sand mortar as above.



on lime mortar on sides of drains and

in other work where required over lime

concrete or other foundation, all joints

to be left complete filled and struck

flush.

Notes :-


Plains Sub-

mountainous

Region


(i)

(ii)

(iii)

(iv)

(v)

(B)

The rates laid down for item 29.14 to

29.21 cover all reimbursments to

drains and any strips, ribs and

edgings of narrow width enclosing

areas to be paved with dry brick on

edge or flat.The rates also include all

extra work involved in layed narrow

strips, 7.50 cms, 11.50 cms or 23

cms. wide only alongside the drains

for all curves, bends, slopes and

changes of slops and other work

involving added labour or material

also for all irregular areas and the

cutting fitting and wastage of bricks

required for such work. No extras will

be payable for any special difficult or

complicated work required to be

executed.

In all cases of brick on flat or brick on

edge reimbursements of pitching in

lime, or cement mortar, a layer of

mortar not less than 6mm thick shall

be placed underneath the bricks and

the bricks shall be embedded therein.

This is covered by the rate. All joints

between the bricks and along outer

and inneer sides or reimbursements

shall be completely filled with mortar.

In the event of cement pointing being

ordered in writting to be carried out for

any flooring or pitching specified in

items 29.12 to 29.21 the appropriate

rate laid down for such work in this

schedule shall be allowed as an extra

otherwise the exteral surface of the

exposed joints shall be struck flush as

the work proceeds and left prefectly

smooth.

All jonints for items 29.12 to 29.21

inclusive shall be specially thin joints

not exceeding 5mm width.

The rates laid down above for items

29.12 to 29.21 do not include the cost

of the lime concrete-brick ballast or

other foundations under the flooring

and pitching.

Flooring and Paving


Plains Sub-

mountainous

Region


29.22

10 sqm 223.00 225.00

29.23

10 sqm 339.00 342.00

29.24

10 sqm 349.00 353.00

29.25

10 sqm 272.00 276.00

29.26

10 sqm 278.00 282.00

29.27

10 sqm 513.00 519.00

29.28

10 sqm 423.00 429.00

First class dry flat brick flooring

and paving in ordinary bonded

courses or in herring bone or other

special courses or bond laid to

template over rammed and dressed

foundations and to correct longitudinal

and cross slopes as shall be required

by the Engineer-in-Charge. All joints

shall be thoroughly filled with dry

sand grouting which shall be applied

to a thickness of not less 20mm over

the surface of the flooring and brushed

into the joints. All joints shall be fully

filled with sand.

First class dry brick on edge

flooring or paving in ordinary

bonded courses or in herring bone or

other special courses or bond, laid as

described in item no. 29.22



mortar in ordinary bonded courses or

in herring bone or other special

courses, to templates, over dressed

foundation and to correct longitudinal

and cross slopes as shall be required

by the Engineer-in-charge. All joints

shall be filled with mortar and struck

flushed as the work proceeds.


flooring laid over and in cement

sand mortar 1:6 laid as decribed in

item no. 29.24




item no. 29.24



mortar laid as decribed in item no.

29.24




item no. 29.24


Plains Sub-

mountainous

Region


29.29

10 sqm 430.00 436.00

29.30

10 sqm 438.00 444.00

29.31

10 sqm 10.50 11.50

(i)

(ii)

(iii) In case of item 29.24 to 29.31, the

rates include the provision of

homogenous layer of mortar not less

than 6 mm. thick under the whole of

the flooring or paving into which the

bricks shall be carefully set and

embedded when laid.




item no. 29.24



sand mortar 1:4 laid as described in

item no. 29.24

Extra over and above the rates for

items No. 29.22 to 29.30 inclusive

for pitching on the slope to sullage

drains above cunnettes and to

storm water channels, etc. where

required

Note :-

The rates laid down for item No. 29.22

to 29.31 include the cost of herring

bone and other special bonding and

curved work, corners, curves,

longitudinal and cross slopes,

cambers, cutting, shaping and

wastage of bricks to fit irregular areas

and other special works, all bricks

shall be laid with best side exposed.

In case of item No. 29.22 to 29.23 the

rates include for a thin layer of clay or

mud plaster from 6 mm to 10 mm,

thick laid to correct templates and

levels underneath the bricks which

should be carefully set into the mud

plaster.


Plains Sub-

mountainous

Region


(iv)

(v)

(vi)

(vii)

29.32

10 sqm 57.00 58.00

29.33

10 sqm 91.00 93.00

The rates laid down for items 29.24 to

29.31 do not include the cost of the

lime concrete brick ballast or other

foundation under the flooring and

pitching.

The joints of the flooring and paving

specified in items 29.24 to 29.31 shall

be fine and the maximum width shall

not exceed 5mm. All bricks shall be

laid with the best side exposed and

the rates cover the cost of cutting and

trimming the bricks where necessary

in order to ensure good bond and

specified fine thickness of joints.

In the event of Engineer-in-Charge

giving orders in writing for cement

pointing to be applied to the exposed

surface of any flooring or paving, the

appropriate rate for such work will be

allowed as laid down in the schedule.

Otherwise the external surface of the

joints shall be struck flush as the work

proceeds and left perfectly and

smooth.

Brick ballast well or over burnt,

broken and screened through a

32mm x 32mm square mesh screen

laid consolidated and rammed to a

finished thickness of 50mm to

template and levels to correct

longitudinal slopes cross slopes

cambers, etc. under paving or

flooring.

Brick ballast well or over burnt,

broken and screened through a



finished thickness of 75mm as

above.

The rate for item 29.31 includes for

any special Profiled or strips laid to

these specifications, even though the

width of such strips or Profiles may be

only 11.5 cm or 23 cm and no extra

over and above the rates laid down

will be paid for such work.


Plains Sub-

mountainous

Region


29.34

10 sqm 60.00 61.00

29.35

Sqm 90.00 92.00

29.36

(i) Heavy duty circular 560mm

internal dia, (weight as per I.S.I)

Each 38.50 41.00

(ii) Medium duty circular 560mm or

500mm internal dia, (weight as

per I.S.I) Each 32.00 34.50

(iii) Light duty rectangular,

single/double seal pattern

455mm x 610mm clear inside

opening or circular 500 mm or

450mm internal dia (Weight as

per I.S.I) Each 15.00 16.00

Clay concrete, consisting or 100

parts by volume of well burnt or over

burnt brick ballast screened through


mixed with 33 parts by volume of

fine Puddle clay, thoroughly mixed,


finished thickness of 50mm to

template and levels and to a correct

longitudinal slopes, cross slopes,

cambers, etc. under paving or flooring

as shall be required by the Engineer-in-

Charge.

Clay concrete as above but laid

consolidated and rammed to a

finished thickness of 75mm as

above.

FIXING INCLUDING CARRIAGE

Fixing 560mm, 500mm and 450mm

internal diametor circular or 455

mm x 610mm clear inside opening

rectangular cast iron manhole cover

and frame including carriage from

the stores of the Engineer-in-charge to

site of work, loading, unloading

including stacking and setting the

same to correct lines and levels in 1:2

cement sand mortar over manholes

etc.


Plains Sub-

mountainous

Region


29.37

Each 1.55 1.65

29.38

(a) 80mm diameter syphen. Each 38.50 42.00

(b) 100mm diameter syphen. Each 43.00 46.50

29.39

(a)

(i) 5.50 metres high and weighing

8.10 quintal. Per column

complete

including base,

pipe & cap etc. 361.00 389.00

(ii) 9.00 metres high and weighing


complete

including base,

pipe & cap etc. 500.00 531.00

Erection of cast iron ventilating

column 150mm 225mm and 300mm

internal diameter including bases

columns, caps, cowls or wire

domes, etc. complete including

carriage from the stores of the

Engineer-In-Charge of works, to sites

of works, loading and unloading fixing

and jointing and setting the same in

position in 1:2 cement sand mortar

over the foundation block in the

works including the fixing and

grouting of holding down bolts,

nuts and washers the filling of the

completed flanged joints with

molten lead and finishing off to the

requirements of the Engineer-In-

Charge-

15mm internal diameter columns

Fixing of heavy cast iron automatic

syphon with fittings including

carriage from the stores of the

Engineer-in-Charge to site of work,

loading and unloading, fixing and

setting the same to correct lines and

levels in 1:2 cement sand mortar in

automatic flushing tanks if required.

Fixing C.I or malleable iron step

including carriage from stores of the

Engineer-in-Charge to the site of

works, and setting the same to

correct line and levels in the work

embedded in 1:2 cement and sand

mortar.


Plains Sub-

mountainous

Region


(iii) 10.00 metres high and weighing


complete

including base,

pipe & cap etc. 541.00 576.00

(iv) 11.00 metres high and weighing


complete

including base,

pipe & cap etc. 581.00 620.00

(v) 12.00 metres high and weighing


complete

including base,

pipe & cap etc. 622.00 664.00

(b)



complete

including base,

pipe & cap etc. 806.00 857.00



complete

including base,

pipe & cap etc. 842.00 895.00

(iii) 10.00 metres high and weighing


complete

including base,

pipe & cap etc. 880.00 939.00

(iv) 11.00 metres high and weighing


complete

including base,

pipe & cap etc. 933.00 993.00

(v) 12.00 metres high and weighing


complete

including base,

pipe & cap etc. 1010.00 1074.00

(c)



complete

including base,

pipe & cap etc. 1010.00 1074.00




Plains Sub-

mountainous

Region




complete

including base,

pipe & cap etc. 1112.00 1183.00

29.40

Per column

complete

including base,

pipe & cap etc. 856.00 914.00

(i)

(ii) The rates also cover the cost of all

special scaffolding, derricks jimpoles,

tools and plants, ropes, guys etc and

nothing extra will be admissible to the

contractor for the difficulties involved

in erecting the column absolutely true

and vertical.

Notes :-

The rates given above are based on

the free supply by the department of

columns and fittings including bases,

column pipes, caps, cowls or wire

domes, holding down bolts, nuts and

washers, jointing material comprising

lead and bolts, nuts and washers and

rubber insertion at the stores of the

Enigneer-In-Charge but all steel strips

or packing pieces required for jointing

and erecting the columns true and

vertical shall be provided by the

contractor at his own expense and

cost thereof is included in the above

rates.

Erection of RCC ventilation column

having minimum 200mm internal

diameter and a height of 11 metres

above ground level including caps,

cowls or wiredomes, etc. complete

including carriage from the stores

of the Engineer-In-Charge of works to

the site of works, loading, un-loading,

fixing and setting the same in

position and embeding in

foundation block (to be paid

separately) complete.


Plains Sub-

mountainous

Region


(iii)

(iv)

(v)

The joints between the stone ware or

cement concrete pipe connecting the

manholes with the column will be

paid for at the rates as joint of

stoneware or cement concrete pipe at

the relevant rates given in the

schedule and all extra cement

concrete required to make this joint

perfect and to the requirements of the

Engineer-In-Charge shall be provided

by the contractor and the cost thereof

shall be allowed to the contractor as

per cement concrete at the rates laid

down for such items.

The pieces if any of the column shall

be assembled and jointed at ground

level and then hoisted and erected

unless specific approval of the

Engineer-In-Charge in writing

permitting contractor to do shall have

been given.

The columns which have not been

erected absolutely true, concentric and

vertical shall not be accepted and the

contractor shall rectify all defects

arising from defective workmanship in

jointing, fixing and erection at his own

costs and charges and nothing extra

will be admissible to him for the

removal of such defects.


Plains Sub-

mountainous

Region


(vi)

(vii)

29.41

(i) 150 mm internal diameter vent

shaft. Metre 3.85 4.00

(ii) 225 mm internal diameter vent


(iii) 300 mm internal diameter vent


29.42



Painting one coat ready mixed

paint for metalic surfaces in all

shades on old work.

PAINTING VENT SHAFTS

Painting 2 coats excluding priming

coat with ready mixed paint for

metallic surface in all shades on

new works.

The contractor shall be entirely

responsible for the safety and the

custody of the material handed over to

him for erection and jointing and shall

not damage any column or its

component parts while the same is

under his charge or during assembly,

erection etc. should however any

column or its component part or the

jointing material get damaged or

stolen while the same are under his

charge and until the columns after

erection have been duly approved,

passed and accepted by the Engineer-

In-Charge the actual of such damage

or loss shall be recovered from the

contractor. the actual cost of various

component parts of the columns and

of the jointing material to be issued to

the contractor free of cost can be

ascertained by the contractor from the

Engineer-In-Charge before tendering.

The height of columns as mentioned

in item 29.39 above is exclusive of the

height of base cap and cowl or dome.

The weight as mentioned in this item

is approximately total weight of the

column.


Plains Sub-

mountainous

Region






29.43







29.44







29.45

Each 164.00 181.00

29.46

Each 65.00 68.00

Brick Sewers (Egg-shaped)

Painting two coats with anti-

corrosive bitumastic paint on new


Finishing RCC vent shafts

minimum 200mm internal diameter

with exterior decorative cement

based paints on new work two coats

to give and even finish.

Painting one coat with anti-

corrosive bitumastic paint on old


Finishing RCC vent shafts as per

item 29.45 above with exterior

decorative cement based paint on

old work one coat to give an even

shade.


Plains Sub-

mountainous

Region


29.47 Construction of standard new Egg

shaped Type sewers to contract

drawing upto 4 metres below G.L.

including dressing of beds and sides

of tranches to exact profiles, grades

and alignment; lime concrete in beds

and sides (as per specified in item

10.3)/with Cement concrete 1:8:16

with 32mm gauge brick ballast

(10.45) with 1:3 cement sand collar

joint not less than 12.50mm thick on

sides, fine lime concrete / cement

concrete 1:8:16 with 20mm gauge

brick ballast in haunches (as per

specified in item No. 10.4,10.44)

1:1½:3 moulded Cement concrete

invert accurately finished with neat

Cement rendering face; specially

hand moulded first class rediated

brick work laid in 1:3 cement sand

mortar in the sides and under arch

rings of the sewer and specially hand

moulded first class radiated brick

work laid in 1:4 Cement sand

mortar in the outer archrings of the

sewers laid over 1:3 cement sand

collar joint not less than 12.50mm

in

thickness formed round the inner

layer of brick work and with the

entire inner surface of the sewer

rendered with a layer of neat

cement not less then 12.50mm thick

1:2 cement sand plaster and

finished with a floating coat of neat

cement left absolutely smooth,

polished and correct to template

finished with two coats of sodium

silicate where ever required.

The rate includes the cost of

accurately planned and fitted centring

and supports for all works as well as

for all curves, bends, falls and other

special works and the cleaning out the

sewer through out their lengths

Sodium Silicate shall be supplied free

of cost at the stores of the Engineer-In-

Charge.


Plains Sub-

mountainous

Region


With lime

Conc.

With cement

conc. 1:8:16

with brick

ballast

With lime

Conc.

With cement

conc. 1:8:16

with brick

ballast

Per metre of

completed

sewer

Rs. Rs. Rs. Rs.

(a) 610mm x 915mm Per metre of

completed

sewer 526.00 492.00 537.00 503.00

(b) 660mm x 990mm Per metre of

completed

sewer 556.00 520.00 568.00 531.00

(c) 710mm x 1065mm Per metre of

completed

sewer 586.00 549.00 599.00 561.00

(d) 760mm x 1140mm Per metre of

completed

sewer 620.00 581.00 634.00 593.00

(e) 810mm x 1215mm Per metre of

completed

sewer 654.00 613.00 669.00 626.00

(f) 860mm x 1290mm Per metre of

completed

sewer 696.00 652.00 711.00 666.00

(g) 910mm x 1365mm Per metre of

completed

sewer 727.00 681.00 743.00 696.00

(h) 970mm x 1455mm Per metre of

completed

sewer 756.00 708.00 772.00 724.00

(i) 1020mm x 1530mm Per metre of

completed

sewer 793.00 743.00 810.00 759.00

(j) 1070mm x 1605mm Per metre of

completed

sewer 828.00 775.00 846.00 792.00

(k) 1120mm x 1680mm Per metre of

completed

sewer 862.00 807.00 880.00 825.00

(l) 1170mm x 1755mm Per metre of

completed

sewer 906.00 848.00 926.00 867.00

The finished inside dimension of egg-

shaped sewer being :-

Rates

Plains Sub-mountainous Region

Sr. No. Unit

Through Rate

Description

Through Rate


Plains Sub-

mountainous

Region


29.48

Through

Rate

Through

Rate

(a) 610mm x 915mm Per Metre of

Completed

sewer 485.00 496.00

(b) 660mm x 990mm Per Metre of

Completed

sewer 512.00 524.00

(c) 710mm x 1065mm Per Metre of

Completed

sewer 541.00 553.00

(d) 760mm x 1140mm Per Metre of

Completed

sewer 572.00 585.00

(e) 810mm x 1215mm Per Metre of

Completed

sewer 604.00 617.00

(f) 860mm x 1290mm Per Metre of

Completed

sewer 642.00 656.00

(g) 910mm x 1365mm Per Metre of

Completed

sewer 671.00 686.00

(h) 970mm x 1455mm Per Metre of

Completed

sewer 698.00 713.00

(i) 1020mm x 1530mm Per Metre of

Completed

sewer 732.00 748.00

(j) 1070mm x 1605mm Per Metre of

Completed

sewer 763.00 781.00

(k) 1120mm x 1680mm Per Metre of

Completed

sewer 795.00 813.00

Construction of standard New Egg

Shaped Type Sewers to contract

drawings as described in item No.

29.47 above but with Cement

Concrete 1:8:16 with Stone Ballast

of 32mm Gauge in Beds and Sides

and 20mm Gauge in Haunches in

place of lime concrete in beds and

sides and fine lime concrete in

haunches in plains and sub-

mountainous area :-

The finished inside dimension of egg-



Plains Sub-

mountainous

Region


(l) 1170mm x 1755mm Per Metre of

Completed

sewer 836.00 855.00

29.49

(a) 610mm x 915mm Per Metre of

Completed

sewer 5.20 5.80

(b) 660mm x 990mm Per Metre of

Completed

sewer 5.50 6.10

(c) 710mm x 1065mm Per Metre of

Completed

sewer 5.80 6.40

(d) 760mm x 1140mm Per Metre of

Completed

sewer 6.10 6.70

(e) 810mm x 1215mm Per Metre of

Completed

sewer 6.40 7.10

(f) 860mm x 1290mm Per Metre of

Completed

sewer 6.90 7.50

(g) 910mm x 1365mm Per Metre of

Completed

sewer 7.20 7.90

(h) 970mm x 1455mm Per Metre of

Completed

sewer 7.40 8.10

(i) 1020mm x 1530mm Per Metre of

Completed

sewer 7.80 8.50

(j) 1070mm x 1605mm Per Metre of

Completed

sewer 8.10 8.90

(k) 1120mm x 1680mm Per Metre of

Completed

sewer 8.40 9.20


item Nos. 29.47 and 29.48 above for

every additional 2 metres depth or

part thereof for depths beyond 4

metres below ground level. Finished

inside dimensions of egg-shaped

sewer being:-


Plains Sub-

mountainous

Region


(l) 1170mm x 1755mm Per Metre of

Completed

sewer 8.80 9.70

29.50

With lime

Concrete

With

cement

Concrete

With lime

Concrete

With

Cement

Concrete

29.50 Rs. Rs. Rs. Rs.


completed

sewer 302.00 274.00 308.00 280.00


completed

sewer 326.00 297.00 333.00 303.00

Construction of standard new Egg

shaped Type sewers to contract

drawing built upto 2/3rd height only

(as construction in manhole lengths)

upto 4 metres below G.L. including

dressing of beds and sides of trenches

to correct profiles, grades and

alignments, lime concrete (as

specified in item 10.3) or cement

concrete 1:8:16 brick ballast 32mm

gauge (item 10.45) in beds and

sides with 1:3 cement sand collar

joint not less than 12.50mm thick

on side, 1:11/2:3 moulded cement

concrete invert accurately finished

with neat cement rendering face;

specially hand moulded first class

radiated brick work laid in 1:3

cement sand mortar in the sides of

the sewer with the entire inner

surface of the sewer rendered with

neat cement not less than 12.50mm

thick of 1:2 cement sand plaster

and finished with a floating coat of

neat cement left absolutely smooth,

polished and correct to templete,


silicate where-ever required. The rates

include the cost of accurately planned

and fitted centring moulds and

supports for all works, as well as all

curves, bends falls and other special

work and the cleaning out of the sewer

through out their length. Sodium

silicate shall be supplied free of cost

at the stores of the Engineer-in-

Charge.

The finished inside dimensions of egg-



Plains Sub-

mountainous

Region



completed

sewer 345.00 314.00 352.00 320.00


completed

sewer 363.00 331.00 371.00 338.00


completed

sewer 382.00 348.00 390.00 355.00


completed

sewer 408.00 372.00 417.00 380.00


completed

sewer 427.00 389.00 436.00 397.00


completed

sewer 445.00 406.00 455.00 415.00


completed

sewer 467.00 426.00 477.00 435.00


completed

sewer 491.00 448.00 501.00 457.00


completed

sewer 510.00 465.00 521.00 475.00


completed

sewer 532.00 485.00 543.00 495.00

29.51


completed

sewer 269.00 274.00

Construction of standard new egg

shaped type sewers to contract

drawings built upto 2/3rd Height only

(as constructed in manhole length) as

per described in item No. 29.50

above, But This provide cement

concrete 1:8:16 with stone ballast

of 32mm gauge in beds and sides

in place of lime concrete in beds side

in plains or sub-mountainous areas.

Finished inside dimensions of egg-



Plains Sub-

mountainous

Region



completed

sewer 291.00 297.00


completed

sewer 307.00 314.00


completed

sewer 324.00 331.00


completed

sewer 341.00 348.00


completed

sewer 365.00 373.00


completed

sewer 381.00 390.00


completed

sewer 398.00 407.00


completed

sewer 417.00 426.00


completed

sewer 439.00 449.00


completed

sewer 456.00 466.00


completed

sewer 476.00 486.00

29.52


completed

sewer 2.40 2.60


item Nos. 29.50and 29.51 above for



metres depth below ground level.

Finished inside dimensions of egg

shaped sewer being:-


Plains Sub-

mountainous

Region



completed

sewer 2.60 2.90


completed

sewer 2.75 3.00


completed

sewer 2.90 3.20


completed

sewer 3.05 3.35


completed

sewer 3.30 3.60


completed

sewer 3.40 3.75


completed

sewer 3.55 3.90


completed

sewer 3.75 4.10


completed

sewer 3.95 4.35


completed

sewer 4.10 4.50


completed

sewer 4.25 4.70

Brick Sewer (Circular Non

pressure)


Plains Sub-

mountainous

Region


29.53

With lime

Concrete

With Cement

Concrete

With lime

concrete

With cement

concrete

Rs. Rs. Rs. Rs.

arch, 1:3 cement sand collar joint

not less than 12.50mm in thickness

formed round the inner layer of brick

work and with the entire inner

surface of the sewers rendered with

neat cement not less then 12.50mm

in thickness of 1:2 cement sand

plaster and finished with A floating

coat of neat cement left absolutely

smooth, polished and correct to

template finished with two coats of

sodium sillcate where ever required.

The rates include the cost of

accurately planed and fitted centring

moulds and supports for all works as

well as for all curves, bends, falls and

other special works and cleaning out

the sewer through out their length,



Charge.

Construction of brick circular non

presure type sewer to contract

drawing upto 4 metres below G.L.

including dressing of beds and side

of trenches to exact profiles, grades

and alignment; Lime concrete,

cement concrete 1:8:16 with brick

ballast in bed and sides (as per

specified in item No. 10.03 and. 10.45

with 1:3 cment sand collar joint not

less than 12.50mm thick on sides,

fine lime concrete/ cement concrete

1:8:16 with brick ballast in

haunches, (as per specified in item

No. 10.4-10.44) 1:1,1/2:3 moulded

cement concrete invert accurately

finished with neat cement rendering

face, specially hand moulded first

class radiated brick work laid in 1:3

cement sand mortar in the inner

arch rings of the sewers and

specially hand moulded first class,


Cement sand mortar in the outer

arch rings of sewers laid over

The finished inside diameter of egg-



Plains Sub-

mountainous

Region


(a) 760mm Per metre of

completed

sewer 483.00 458.00 493.00 468.00

(b) 840mm Per metre of

completed

sewer 525.00 497.00 536.00 508.00

(c) 915mm Per metre of

completed

sewer 566.00 535.00 579.00 547.00

(d) 990mm Per metre of

completed

sewer 625.00 589.00 638.00 602.00

(e) 1065mm Per metre of

completed

sewer 667.00 629.00 682.00 643.00

(f) 1145mm Per metre of

completed

sewer 730.00 685.00 746.00 700.00

(g) 1220mm Per metre of

completed

sewer 781.00 732.00 798.00 748.00

(h) 1295mm Per metre of

completed

sewer 821.00 770.00 839.00 787.00

(i) 1370mm Per metre of

completed

sewer 954.00 885.00 974.00 904.00

(j) 1450mm Per metre of

completed

sewer 997.00 925.00 1018.00 945.00

(k) 1525mm Per metre of

completed

sewer 1042.00 967.00 1064.00 988.00


Plains Sub-

mountainous

Region


29.54

Plains

The finished inside diameter of

sewer being :-

Rs. Rs. Rs. Rs.

(a) 760mm Per metre

completed

sewer 452.00 462.00

(b) 840mm Per metre

completed

sewer 491.00 502.00

(c) 915mm Per metre

completed

sewer 529.00 541.00

(d) 990mm Per metre

completed

sewer 581.00 594.00

(e) 1065mm Per metre

completed

sewer 621.00 635.00

(f) 1145mm Per metre

completed

sewer 676.00 691.00

(g) 1220mm Per metre

completed

sewer 722.00 738.00

(h) 1295mm Per metre

completed

sewer 759.00 776.00

(i) 1370mm Per metre

completed

sewer 869.00 888.00

Sub-mountainous Region

Rates

Construction of Brick Circular non

pressure type sewers to contract

drawings as per specified in item No.

29.53 above, but this provides

cement concrete 1:8:16 with stone

ballast of 32 mm gauge in beds and

sides and 20 mm gauge in

haunches in place of lime concrete

in beds and sides and fine lime

concrete in haunches in sub-

mountainous or plain areas :-


Plains Sub-

mountainous

Region


(j) 1450mm Per metre

completed

sewer 909.00 929.00

(k) 1525mm Per metre

completed

sewer 950.00 971.00

29.55

(a) 760mm Per metre

completed

sewer 5.00 5.50

(b) 840mm Per metre

completed

sewer 5.40 6.00

(c) 915mm Per metre

completed

sewer 5.80 6.40

(d) 990mm Per metre

completed

sewer 6.40 7.00

(e) 1065mm Per metre

completed

sewer 6.80 7.50

(f) 1145mm Per metre

completed

sewer 7.30 8.10

(g) 1220mm Per metre

completed

sewer 7.80 8.60

(h) 1295mm Per metre

completed

sewer 8.20 9.00

(i) 1370mm Per metre

completed

sewer 9.30 10.00

(j) 1450mm Per metre

completed

sewer 9.70 10.70


item Nos. 29.53 and 29.54 above for



metres below ground level.

The finished inside diametre of

sewer being :-


Plains Sub-

mountainous

Region


(k) 1525mm Per metre

completed

sewer 10.20 11.20

29.56

With lime

Concrete

With cement

concrete

With lime

Concrete

With cement

concrete

Rs. Rs. Rs. Rs.


completed

sewer 250.00 227.00 255.00 232.00


completed

sewer 273.00 248.00 279.00 253.00

The finished inside diameter of sewer

being :-

Construction of brick circular non


drawings built up one half height

only (as constructed in manhole

lengths) upto 4 metres below G.L.

including dressing of beds and sides

of trenches to exact profiles, grades

and alignment, lime concrete

/cement concrete 1:8:16 with brick

ballast 32mm gauge in beds and

sides (as per specified in item No.

10.3/10.45) with 1:3 cment sand

collar joint not less than 12.50mm

thick on side, 1:1½:3 moulded

cement concrete invert, accurately

finished with neat cement

rendering face, specially hand

moulded first class radiated brick work

in 1:3 cement sand mortar in the

inner arch rings of sewers upto one

half with entire inner surface of the

sewer rendered with neat cement

not less then 12.50mm thickness

1:2 cement sand plaster and


cement left absolutely smooth,

polished and correct to template


sillcate where ever required.

The rate include the cost of accurately

planned and fitted centring moulds

and supports for all works as well as

for all curves, bends, falls and other

special works and the cleaning out of

the sewers through out their lengths,



Charge.


Plains Sub-

mountainous

Region



completed

sewer 302.00 275.00 308.00 280.00


completed

sewer 335.00 303.00 342.00 309.00


completed

sewer 353.00 319.00 360.00 326.00


completed

sewer 402.00 362.00 410.00 369.00


completed

sewer 432.00 388.00 440.00 396.00


completed

sewer 455.00 410.00 464.00 418.00


completed

sewer 479.00 431.00 489.00 440.00


completed

sewer 498.00 448.00 508.00 457.00


completed

sewer 524.00 472.00 534.00 482.00

29.57


completed

sewer 223.00 227.00


completed

sewer 243.00 248.00


being :-

Construction of Brick circular non


drawing built up one half height

only (as constructed in manhole

lengths) as per described in item No.

29.56 above, but this provide

cement concrete 1:8:16 with stone

ballast of 32mm gauge in beds and

sides in place of lime concrete in

beds and sides in plain or sub-

mountainous area.


Plains Sub-

mountainous

Region



completed

sewer 269.00 275.00


completed

sewer 296.00 303.00


completed

sewer 312.00 319.00


completed

sewer 354.00 361.00


completed

sewer 379.00 387.00


completed

sewer 400.00 409.00


completed

sewer 421.00 430.00


completed

sewer 438.00 447.00


completed

sewer 461.00 471.00

29.58


completed

sewer 1.95 2.15


completed

sewer 2.10 2.30


completed

sewer 2.40 2.60


item No. 29.56 and 29.57 above for



metres below ground level.

The finished inside diametre of sewer

being:-


Plains Sub-

mountainous

Region



completed

sewer 2.60 2.90


completed

sewer 2.75 3.05


completed

sewer 3.15 3.45


completed

sewer 3.40 3.70


completed

sewer 3.60 3.95


completed

sewer 3.80 4.15


completed

sewer 3.90 4.30


completed

sewer 4.15 4.60

R.C.C Cum Brick Circular Sewers


Plains Sub-

mountainous

Region


29.59

Rs. Rs. Rs. Rs.


completed

sewer 659.00 669.00


completed

sewer 715.00 726.00


completed

sewer 766.00 778.00

Construction of R.C.C cum brick

circular (pressure type) sewers to

contract drawings upto 4 metres

below ground level including


to exact profile, grades and alignment,

Cement concrete of 1:2:4 mix in

beds and sides (as per specified in

item no. 10.11) R.C.C. ring of 1:2:4

mix having the reinforcement as

shown in the contract drawings.

11.5cm thick first class specially hand

moulded radiated brick work laid in

1:2 cement sand mortar for inner

arch of the sewer and 11.5cm thick

first class specially hand moulded


cement sand mortar for protecting

ring laid over the upper portion of

the RCC ring. 12.50mm thick 1:2

cement sand plaster on the lower

half portion of the sewer finished

with a floating coat of neat cement

left absolutely smooth, polished and

correct to template, finished with two

coats of sodium silicate where ever

required.

The rates includes the cost of

accurately planed and fitted centring

moulds and supports for all works as

well as for all curves, bends, falls and

other special work and cleaning out

the sewer through out their lengths,

sodium silicate shall be supplied free

of cost at the stores of the Engineer-in-

charge.


being :-


Plains Sub-

mountainous

Region



completed

sewer 815.00 827.00


completed

sewer 870.00 884.00


completed

sewer 953.00 968.00


completed

sewer 1006.00 1021.00


completed

sewer 1185.00 1202.00


completed

sewer 1247.00 1265.00


completed

sewer 1307.00 1326.00


completed

sewer 1363.00 1382.00

29.60


completed

sewer 5.70 6.30


completed

sewer 6.20 6.80


completed

sewer 6.60 7.20


completed

sewer 7.00 7.70

The finished inside diametre of sewer

being :-


item Nos. 29.59 above for Every

additional 2 metres depth or part

there of for depths beyond 4 metres

below ground level :-


Plains Sub-

mountainous

Region



completed

sewer 7.50 8.20


completed

sewer 8.00 8.80


completed

sewer 8.50 9.30


completed

sewer 9.40 10.30


completed

sewer 9.90 10.90


completed

sewer 10.40 11.40


completed

sewer 10.80 11.90

29.61 Construction of R.C.C cum brick

circular pressure type sewers to

contract drawing build up one half

height only (as constructed in

manhole lengths) upto 4 metres

below ground level, including


to exact profiles, grades and

alignment. Cement concrete of 1:2:4

mix in beds and sides (as per

specified in item No. 10.11) R.C.C.

ring of 1:2:4 mix upto half height of

sewers having the reinforcment as

shown in the contract drawing,

11.5cm thick first class specially hand

moulded first class radiated brick

work laid in 1:2 cement sand

mortar for inner arch ring of the

sewer upto half height. 12.50mm

thick cement sand plaster on the

entire lower portion of the sewer as

shown in the contract drawing,


cement left accurately smooth,

polished and correct to template,


silicate where ever required.


Plains Sub-

mountainous

Region


Rs. Rs. Rs. Rs.


completed

sewer 374.00 379.00


completed

sewer 406.00 412.00


completed

sewer 435.00 441.00


completed

sewer 464.00 471.00


completed

sewer 496.00 503.00


completed

sewer 542.00 549.00


completed

sewer 573.00 580.00


completed

sewer 732.00 741.00


completed

sewer 769.00 779.00


completed

sewer 806.00 817.00


completed

sewer 840.00 851.00

The rate include the cost of accurately

planned and fitted centring moulds

and supports for all work as well as for

all curves, bends, falls and other

special works and cleaning out the

sewers throughout their lengths,

Sodium silicate shall be supplied free


Charge.

The finished inside diameter of the

sewer being :-


Plains Sub-

mountainous

Region


29.62


completed

sewer 2.25 2.50


completed

sewer 2.45 2.70


completed

sewer 2.60 2.90


completed

sewer 2.80 3.10


completed

sewer 3.00 3.30


completed

sewer 3.25 3.55


completed

sewer 3.40 3.80


completed

sewer 4.20 4.60


completed

sewer 4.40 4.80


completed

sewer 4.60 5.10


completed

sewer 4.80 5.30

Notes :-


item Nos. 29.61 above for every

additional 2 metres depth or part

there of for depths beyond 4 metres

below ground level.

The finished inside diametre of the

sewer being :-


Plains Sub-

mountainous

Region


(i)

(ii)

(iii)

(iv) In the event of any extra or additional

work being carried out under Orders in

Writing of the Engineer-in-charge of

the works, in connection with any brick

egg-shaped/circular sewers, the same

shall be measured and paid for at the

respective rates laid down in this

schedule under the head lime

concrete, plain and reinforced cement

concrete, brick work, painting and

plastering etc. for the items of extra

work actually carried out.

A reduction of Rs. 50/- per metre shall

be made in the rates of sewers, in

case steel forms for lime concrete and

arch work are provided by the

department. The item includes other

elements such as labour for fixing the

form and cost of other templates

which are not to be supplied by the

department.

For all types of sewers described

under item No. 29.47, 29.48, 29.50,

29.51, 29.53, 29.54, 29.56, 29.57,

29.59 and 29.61 the through rates laid

down in these items shall be payable

in all cases and not the individual

rates for lime concrete, brick work

plastering and other separates

components items of work as laid

down in the schedule.

In the case of manholes, junctions and

junction chambers, over flow

chambers, flushing taknks and various

works, however, payments will be

made on the basis of detailed

measurements of each separate item

of work carried out under the heads

lime concrete, plain and reinforced

concrete, brick works, painting and

plastering, etc. as laid down and

described in this schedule, Provided to

composite rate exsits and no extra

allowance above such rates, shall be

allowed to the contractor for any

reason what so ever.


Plains Sub-

mountainous

Region


(v)

(vi)

Salt Glazed Stone ware Pipes

sewers and Drains

In the event of Engineer-in-charge

requiring the provision of the whole or

any part of the foundation or envelope

of any brick egg-shaped/circlar sewers

to be constructed of cement concrete

in place of lime concrete, a deduction

shall be made according to the rates

specified in item No. 10.3 and 10.4 for

lime concrete in beds and sides and

fine lime concrete in haunches and

top arch ring, etc., on account of the

actual value of lime concrete from the

amount payable to the contractor and

the Contractor shall be entitled to

payment for the cement concrete work

actually carried out by him under the

orders of the Engineer-in-charge at the

relavant rates laid down in schedule of

rates depending on the specifications

and decription of the said concrete

work.

No extra over and above and said rate

laid down in this schedule of rates

shall be allowed to the contractor due

to difficulties of the work, small

dimensions, laying concrete in or

under water, or on account of any

troubles or difficulties, whatsoever,

which may be encountered by him in

the work and the contractor before

tendering for the work shall make

himself throughly acquainted with all

local conditions and difficulties in

respect thereof in this tender.

Socketted joints made on branch

pipes, junctions or blocks laid in

connection with brick burn sewers, will

be paid for at the rate laid down for

jointing salt glazed stone ware pipes,

vide item No. 29.64


Plains Sub-

mountainous

Region


29.63


sewer.

10 Meteres of

Completed

Sewer 20.50 22.00


sewer.

10 Meteres of

Completed

Sewer 34.50 37.00


sewer.

10 Meteres of

Completed

Sewer 38.50 41.50


sewer.

10 Meteres of

Completed

Sewer 45.00 48.00


sewer.

10 Meteres of

Completed

Sewer 52.00 55.00


sewer.

10 Meteres of

Completed

Sewer 59.00 62.00


sewer.

10 Meteres of

Completed

Sewer 80.00 85.00


sewer.

10 Meteres of

Completed

Sewer 107.00 114.00

Lowering salt Glazed Stone ware

Pipes and Specials into Trenches

for all depths and Laying out the

same to correct alignment, Gradients,

levels etc., In Trenches including all

dressing and trimming of bed and

sides of trenches, if required trimming

and cutting of concrete beds and

joints holes, supporting the pipes and

specials, in correct position in a

suitable rigid manner while the same

are being jointed and until the

surrounding benching, haunching and

envelopes are completed. The sewer

shall rest on the bed at every point

through-out its length and to ensure

this, it shall be grouted in without extra

change by the contractor with lime

surkhi mortar in the case of lime

concrete beds and 1:3 cement sand

mortar in the case of cement concrete

beds Including cartage from

Divisional Store or nearest Railway

Station to Site of work :-


Plains Sub-

mountainous

Region



sewer.

10 Meteres of

Completed

Sewer 130.00 138.00


sewer.

10 Meteres of

Completed

Sewer 144.00 153.00


sewer.

10 Meteres of

Completed

Sewer 173.00 184.00

29.64


sewer or branch pipe

Per joint

complete. 3.45 3.60



Per joint

complete. 5.10 5.30



Per joint

complete. 5.80 6.10



Per joint

complete. 6.70 7.00



Per joint

complete. 7.60 8.00



Per joint

complete. 9.50 10.00



Per joint

complete. 11.50 12.00

The rates include all bricks and

supports for the sewer and also all

sight rails and appliances to ensure

that the sewer is maintained to perfect

alignment and gradients through out.

Jointing and fixing salt glazed

stone ware pipes and specials in

trenches, using cement sand

mortar 1:1 and best white Italian

Tarred Hemp Yarn including

finishing and trowelling of each joint

at an angle of 45 degree with the

longitudinal axis of the pipes,

watering, keeping the joints covered

and wetted till the same are cured,

testing the sewer lines for leakage and

making all leakages and defects good,

complete as laid down in the contract

specificatons :-


Plains Sub-

mountainous

Region




Per joint

complete. 12.50 13.00



Per joint

complete. 13.50 14.00



Per joint

complete. 14.50 15.50



Per joint

complete. 16.00 16.50

(i)

(ii)

(iii)

Notes :-

The lime concrete in beds, benching,

haunching and envelopes of all glazed

stone ware pipe sewers will be paid for

separately according to the

measurements of the work carried out

to the requirements of the Engineer-in-

charge, or as shown in the contract

drawing, at the rates given in the

schedule of the rates, depending upon

the description and specifications of

the concrete. All brick ballast must be

absolutely clean and free from rubbish

dirt, clay, etc.

If any cement concrete is ordered by

the Engineer-in-charge to be placed in

the bed, benching, haunchings of

envelopes of any glazed stone were

pipe sewers, the same will be paid for

at the rates given in the schedule of

rates for the respective specifications

and description of the concrete work

carried out.

No extra over andabove the rates of

this schedule for lime concrete and

cement concrete work in beds

haunches and envelopes will be

allowed by reaons of any difficulties or

wastage in work or for rough

shuttering or moulding.


Plains Sub-

mountainous

Region


(iv)

29.65


pipe or specials Per cut 1.30 1.45





















29.66 Extra for laying and fixing drain

chutes in pipe sewers including

lowering, aligning, setting in brick

work and concrete cutting away and

making good complete.

In cases where caps on sockets of

branches have to be removed in order

to make the joints with the next pipes

on extra shall be payable for cutting

and removing the caps.

Cutting glazed stone ware pipe and

specials chipping and finishing the

cut surface to a uniform finish and

roughing the part of the pipes, if any

entering the sockets of the adjacent

pipes complete, to the satisfaction of

the Engineer-In-Charge of the works :-


Plains Sub-

mountainous

Region


(a) 100mm internal diameter Per chute 3.25 3.60

(b) 150mm internal diameter Per chute 3.90 4.30

(c) 175mm internal diameter Per chute 4.70 5.20

(d) 200mm internal diameter Per chute 6.10 6.70

(e) 225mm internal diameter Per chute 6.70 7.30

29.67

(a) 100mm to 375mm internal

diameter of sewer and 100mm

internal diameter of branch.Per branch

complete 2.35 2.50

(b) 100mm to 375mm internal



complete 3.30 3.50

(c) 100mm to 375mm internal



complete 3.85 4.05

29.68

Per square

benching

and flooring

surface

measured

horizontally. 15.00 16.50

Extra over the rate laid down in this

schedule for cement concrete work

for making and finishing benching

and complicated floor work in

manholes including formation of

channels and bulldozing and smooth

finishing the surface accurately to

templete.

Extra for laying oblique junction

branches in stone ware pipe sewers

including lowering, aligning, setting

in correct position with correct slopes

of branches and cutting and making

room for branches complete :-

Plain and Reinforced Concrete

Pipes


Plains Sub-

mountainous

Region


29.69

(a) 10 metres of

completed

sewer 15.50 16.50

(b) 10 metres of

completed

sewer 22.00 23.00

(c) 10 metres of

completed

sewer 28.00 29.00

(d) 10 metres of

completed

sewer 31.50 33.00

(e) 10 metres of

completed

sewer 37.00 38.00

(f) 10 metres of

completed

sewer 47.50 49.00

(g) (i) 350mm internal diameter of

sewer class (NP1 or NP2)10 metres of

completed

sewer 83.00 84.00

100mm internal diameter of sewer.

Lowering Plain and Reinforced

Concrete Pipes and Specials into

Trenches for all Depths and Laying

out the same to correct alignment,

gradients, levels etc. including all

dressing and trimming and cutting of

concrete beds and joints holes,

supporting the pipes and specials in

correct position in a suitable rigid

manner while the same are being

jointed and until the surrounding

benchings, haunches and envelopes

are completed. The pipes shall rest on

the beds at all joints through their

lengths and to ensure this, they shall

be grouted in where necessary as

described in item No. 29.63 including

carriage from stores of the Engineer -

In - Charge and Safe Delivery there

of at site of works, this includes

loading, unloading, stacking at

convenient points adjacent to the work

ready for lowering as may be found

most convenient in the interest of

works :-







Plains Sub-

mountainous

Region




completed

sewer 229.00 232.00

(h) (i) 400mm internal diameter of


completed

sewer 118.00 119.00



completed

sewer 256.00 259.00

(i) (i) 450mm internal diameter of


completed

sewer 129.00 131.00



completed

sewer 283.00 286.00

(j) (i) 500mm internal diameter of


completed

sewer 140.00 142.00



completed

sewer 310.00 313.00

(k) (i) 600mm internal diameter of


completed

sewer 165.00 167.00



completed

sewer 391.00 396.00

(l) (i) 700mm internal diameter of


completed

sewer 223.00 225.00



completed

sewer 451.00 457.00

(m) (i) 800mm internal diameter of


completed

sewer 288.00 291.00



completed

sewer 576.00 583.00


Plains Sub-

mountainous

Region


(n) (i) 900mm internal diameter of


completed

sewer 338.00 342.00



completed

sewer 720.00 728.00

(o) (i) 1000mm internal diameter of

sewer class (NP1 or NP2)

10 metres of

completed

sewer 436.00 441.00


sewer class (NP3 or NP4)

10 metres of

completed

sewer 790.00 799.00

(p) (i) 1100mm internal diameter of


completed

sewer 528.00 534.00



completed

sewer 1007.00 1019.00

(q) (i) 1200mm internal diameter of


completed

sewer 620.00 627.00



completed

sewer 1090.00 1102.00

(i)

(ii)

The octroi and terminal taxes on the

pipes and specials will not be payable

by the contractor, but he should be

liable for all losses, breakages and

other damages to the pipes and

specials from the moment he takes

delivery thereof and thereafter until the

pipes and specials have been jointed

and tested.

The rate includes all bricks supports,

sight rails and appliances required to

ensure that the alignment and gradient

of the sewer is perfectly maintained

thoughout.

Notes :


Plains Sub-

mountainous

Region


29.70

(a) 100mm Per Collar

Joint 5.50 5.80

(b) 150mm Per Collar

Joint 7.40 7.80

(c) 200mm Per Collar

Joint 9.30 9.80

(d) 225mm Per Collar

Joint 11.50 12.00

(e) 250mm Per Collar

Joint 13.00 14.00

(f) 300mm Per Collar

Joint 16.50 17.50

(g) 350mm Per Collar

Joint 20.00 21.00

(h) 400mm Per Collar

Joint 23.00 24.50

(i) 450mm Per Collar

Joint 32.50 34.50

(j) 500mm Per Collar

Joint 37.00 39.00

(k) 600mm Per Collar

Joint 44.00 46.50

(l) 700mm Per Collar

Joint 50.00 53.00

Jointing plain and reinforced

concrete pipes and specials in

trenches using collar joints jointed

with 1:1½ cement sand mortar

nearly dry, heavily caulked into joints

and with the end Dowels filled with

1:1½ cement sand mortar including

facing trowelling and finishing the

joints at the angle of 45 degree with

faces of collars keeping joints wet till

cured, testing the drain lines or

leakage and making good all leakage

and defects as laid down in the

contract specifications complete with

2 spigot ends jointed to collar and

internal diameter of sewer pipe or

special being :-


Plains Sub-

mountainous

Region


(m) 800mm Per Collar

Joint 58.00 61.00

(n) 900mm Per Collar

Joint 66.50 69.50

(o) 1000mm Per Collar

Joint 75.00 79.00

(p) 1100mm Per Collar

Joint 85.00 89.00

(q) 1200mm Per Collar

Joint 94.50 99.00

(i)

(ii)

29.71


pipe or specials. Per cut 2.20 2.35









If any socketted, plain or reinforced

cement concrete pipes or specials are

jointed with 1:1 cement sand mortar

and tarred yarn as described for salt

glazed stone ware pipes and specials

in item No. 29.64 of this schedule, the

jointing rates laid down for the sizes of

pipes or specials given in item 29.64

of this schedule shall be payable for

such joints.

Notes :-

Cutting plain and reinforced

concrete pipes sepcials, chipping

and Finishing the cut surface to a

uniform finish to the satisfaction of

the Engineer-In-Charge :-

Note (i), (ii),(iii) and (iv) following item

29.64 of this schedule shall also apply

to all lines of drains with plain or

reinforced concrete pipes and

specials.


Plains Sub-

mountainous

Region


























29.72


sewer and 100mm internal

diameter of branch.

Per branch

complete 1.35 1.40



diameter of branch.

Per branch

complete 1.35 1.40

Extra for laying oblique junction

branches in concrete pipe sewers,

including setting in concrete

position and with correct slopes of

branches and cutting and making

room for branches complete :-


Plains Sub-

mountainous

Region




diameter of branch.

Per branch

complete 2.15 2.20


sewer and 100mm to 200mm


complete 3.15 3.30




complete 3.90 4.05




complete 4.65 4.80




complete 6.20 6.40




complete 8.40 8.60




complete 9.90 10.10




complete 12.50 13.00

29.73




Stone-ware Intercepting Traps, Flap

valves, Road Gullies etc.

Fixing cast iron or stone ware

intercepting traps to be supplied by

the Engineer-In-Charge and

embedding the same in cement

concrete to the requirements of the

Engineer-In-Charge in screening

chambers Including Carriage from

the stores of the Engineer-in-Charge :-


Plains Sub-

mountainous

Region


29.74

Each 22.00 24.00

29.75

Per

Connection 22.00 22.50

29.76

Per


29.77

Per


29.78

per metre 16.50 17.00

29.79

per metre 23.00 23.50

29.80

per metre 56.00 57.00

29.81

per metre 70.00 71.00

29.82

per metre 84.00 85.00

Constructing Punjab Standard

Drain, type house connection

complete consisting of cement

concrete drain moulded and laid over

lime concrete foundation, rendered

and finished smooth with 6mm thick

rendering concrete to be of 1:2, 5:5

parts by volume of cement :sand:

stone bajri and rendering to be 1:1

cement sand mortar.

House outlet connections as

described in item 29.75 above But

with size of khurra not less than 30

cm x 15 cm.

Constructing Punjab standard drain

type III as above.


type IV as above.


type II as above.

Fixing of cast iron road gully

grating and frame complete

including carriage from the stores of

the Engineer-In-Charge of the works,

loading, Fixing and erecting the

same in position to correct lines and

levels in 1:2 cement sand mortar

and painting of grating and frame

with coal tar.

House outlet connections including

cutting and forming parnalas and

Making Khurras at head of house

connections. Size of each Khurras to

be not less than 30cm x 30cm. The

rate shall cover the cost of all works to

the requirements of the Engineer-In-

Charge.


type I as above.

House outlet connections as

described in item 29.75 above but

with size of khurra not less than 23

cm x 15 cm.


Plains Sub-

mountainous

Region


(i)

(ii)

(iii) All precast slabs shall be cured by

immersion for 10 days under water

before use and all cement concrete

drains moulded in site shall be flooded

with water upto the tops of the

bullnose edging for 10 days after

construction to ensure that all

concrete is throughly seasoned .

All surface drains shall be finished

perfectly smooth by rubbing with

properly shaped steel finishing tools

and the design of all tools and

appliances, moulds and templates

used on the construction of the drains

shall be to the approval of the

Engineer-In-Charge of the work.

The rates given above for the type

drains include in all cases for the cost

of the excavation for the drain below

level of top of cunettes, the timbering,

shoring, de-watering and dressing of

the excavation to correct template and

levels, the removal and disposal of all

surplus spoil and refilling if any as

described under the head earth work,

the cost of lime concrete in foundation

of drains and of all setting out

apparatus required for the work. The

rates also include the cost of all

curves, bends, falls, junctions, inlets,

outlets and other special work in the

drains and expansion joints.For drains

where precast slabs are used the rate

include the fixing and setting to correct

level and templates in 1:2 cement

mortar, the joint being finished

perfectly smooth with faces of the

slabs.

Notes :-


Plains Sub-

mountainous

Region


(iv)

(v)

29.83

(A)

1 100mm. internal diameter Per Plug 0.47 0.48














Providing masonry plugs to ends of

sewers of all types with 115mm

thick brick wall in cement sand

mortar 1:7 with 12.50mm thick

cement plaster 1:6 (as required by

the Engineer-In-Charge)

For circular sewer :-

The rate for items 29.75, 29.76 and

29.77 house outlet connections,

include for all work from the plinth of

the house upto the street drain where

this is adjacent to the house wall. If

the street is away from the wall the

appropriate length of the house

connecting drain will be paid for. The

rate also includes for cutting jharries

in the house wall and reimbursement

of the drains for forming parnalas

where required and plastering the

same.

The lime concrete shall be to the

specification described in item No.

10.3


Plains Sub-

mountainous

Region




















(B)

1 610mm. X 915mm. Per Plug 24.00 24.50

2 660mm. X 990mm. Per Plug 25.00 25.50

3 710mm. X 1065mm. Per Plug 29.50 30.00

4 760mm. X 1140mm. Per Plug 34.00 35.00

5 810mm. X 1215mm. Per Plug 39.00 40.00

6 860mm. X 1290mm. Per Plug 44.00 45.00

7 910mm. X 1365mm. Per Plug 53.00 54.00

8 970mm. X 1455 mm. Per Plug 58.00 59.00

For egg shaped sewer :-


Plains Sub-

mountainous

Region


9 1020mm. X 1530mm. Per Plug 63.00 64.00

10 1070mm. X 1605mm. Per Plug 72.00 74.00

11 1120mm. X 1680mm. Per Plug 77.00 79.00

12 1170mm. X 1755mm. Per Plug 82.50 84.50

29.84

(i) On Egg-shaped sewers of size

610mm x 915mm to 860mm x

1290mm

MANHOLE CHAMBERS

Construction of rectangular

standard brick masnory manhole

chambers to standard drawings on

new egg shaped sewers upto the

required depth in 1:5 cement sand

mortar, lime concrete 40 percent

lime mortar with 20mm gauge brick

ballast in haunches above the

archring where the depth of cover

in traffic streets is less than 1:5

metre, 12.50mm thick water tight

1:2 cement sand plaster with a

floating coat of neat cement and


silicate on interior surface, where

required, reinforced cement

concrete slab 180mm. thick fixing

560mm. internal diameter C.I.

manhole frame and cover weight

not less than 2.5 quintal painted

with three coats of black bitumen

paint, fixing galvanised malleable

iron steps embedded in 1:2 cement

sand mortar etc. complete.

The rate also covers the cost of M.S.

Steel for R.C.C slab, labour for fixing

and carriage of C.I. manhole frame

and cover malleable iron steps from

the stores of the Engineer-In-Charge

of the work to site of work. The rate

further includes cost of accuratly

planed and fitted centring, supports for

all work, as well as for all covers and

special work, cleaning out their beds

etc. Sodium Silicate shall be supplied

free of cost at stores of the Engineer-

In-Charge.


Plains Sub-

mountainous

Region


(a) For 2.40 metres depth below

gound level. Each 1520.00 1581.00

(b) For 2.70 metres depth below


(c) For 3.00 metres depth below


(d) For 3.40 metres depth below


(e) For 3.70 metres depth below


(f) For 4.00 metres depth below


(g) For 4.30 metres depth below


(h) For 4.60 metres depth below


(i) For 4.90 metres depth below


(j) For 5.20 metres depth below


(k) For 5.50 metres depth below


(l) For 5.80 metres depth below


(m) For 6.10 metres depth below


(ii)









On Egg-shaped sewers of size

910mm x 1365mm to 970mmx

1455mm


Plains Sub-

mountainous

Region












(iii)



















On Egg-shaped sewers of size

1020mmx 1530mm or above.


Plains Sub-

mountainous

Region


29.85

(i)


ground level. Each 1320.00 1373.00





(ii)

The rate covers the cost of M.S. Steel

for R.C.C slab, labour for fixing and

carriage of C.I. manhole frame and

cover malleable iron steps from the

stores of the Engineer-In-Charge of

the works to site of work.

The rate also includes the cost of

accurately planed and fitted centring,

supports for all works, as well as for

all curves and special work, cleaning

out their beds etc. Sodium Silicate

shall be supplied free of cost at the

stores of the Engineer-In-Charge.

On 100mm internal diameter pipe

sewer :-

Construction of rectangular

standard brick masnory manhole

chambers to standard drawings on

S.W. pipe sewers or other circular

pipe sewers, upto the required

depth in 1:5 cement sand mortar,

lime concrete in bed and sides of

pipe sewer and cement concrete

1:2:4 in benching 12.50mm thick

water tight 1:2 cement sand plaster

with a floating coat of neat cement

and finished with two coats of

sodium silicate on interior surface,

where required, reinforced cement

concrete slab 180mm thick, fixing

560mm internal diameter C.I.

manhole frame and cover weight

not less than 2.50 quintals painted

with three coats of black bitumen

paint, fixing Galvanised malleable

iron steps embeded in 1:2 cement

sand mortar complete.


sewer :-


Plains Sub-

mountainous

Region












(iii)











(iv)














sewer :-


sewer :-


Plains Sub-

mountainous

Region


(v)















(vi)













(vii)






sewer :-


sewer :-


sewer :-


Plains Sub-

mountainous

Region








(viii)











(ix)











(x)






sewer :-


sewer :-


sewer :-


Plains Sub-

mountainous

Region








(xi)











Note:-. The above rates for manhole

chambers construction are only for

estimating purpose and no payment

will be made on thise rates. The

payment for these items will however

be made according to the

measurements of various quantities of

works executed at site.


sewer :-


Plains Sub-

mountainous

Region


29.86

(i) On 175mm internal diameter

pipe sewer . Each 1,368.00 1,423.00

(ii) On 200mm internal diameter

pipe sewer . Each 1,376.00 1,431.00

(iii) On 225mm internal diameter

pipe sewer . Each 1,376.00 1,431.00

(iv) On 250mm internal diameter

pipe sewer . Each 1,400.00 1,456.00

(v) On 300mm internal diameter

pipe sewer . Each 1,456.00 1,514.00

For 1.80mm metres depth below

ground level :-

The rate also includes the cost of

accurately planed and fitted centring,

supports for all works, as well as for

all curves and special work, cleaning

out their beds etc. Sodium Silicate

shall be supplied free of cost at the

stores of the Engineer-In-Charge.

Construction of circular standared

brick masonry manhole chambers

to standard drawings on S.W pipe

sewers or other circular sewer upto

the required depth in 1:5 cement

sand mortar lime concrete in bed

and sides of pipe sewer and

cement concrete 1:2:4 in benching,

12.50mm thick water tight 1:2

cement sand plaster with a floating

coat of neat cement and finished

with two coats of sodium silicate

on interior surface where required,

fixing 560mm internal diameter C.I.

manhole cover and frame weight

not less than 2.5 quintal with three

coats of black bitumen paint, fixing

galvanised malleable iron steps

embedded in 1:2 cement sand

mortar complete:-

The rate of covers the cost of carriage

of C.I. Manhole frame and cover and

malleable iron steps from the stores of

the Engineer-In-Charge of the works

to the site of work.


Plains Sub-

mountainous

Region


(vi) On 350mm internal diameter

pipe sewer . Each 1,472.00 1,531.00

(vii) On 375mm internal diameter

pipe sewer . Each 1,480.00 1,539.00

(viii) On 400mm internal diameter

pipe sewer . Each 1,496.00 1,556.00

(ix) On 450mm internal diameter

pipe sewer . Each 1,520.00 1,581.00

29.87

Per 0.30

metre depth 213.00 221.00

29.88

Per 0.30


29.89

(a) Size 450mm x 450mm inside

(with 455mm x 455mm) cover

and frame light duty double seal

weighing 52kg. With C.C

topping. Each 542.00 547.00

Extra over and above on item No.

29.86 for every additional 0.30

metre depth of manhole upto 4

metres depth below ground level

on 175mm internal diameter to

450mm internal diameter pipe

sewers.

Extra over and above on item No.

29.86 for every additional 0.30

metres depth upto 2 metres for

depth beyond 4 metres below

ground level. On 175mm. internal

diameter to 450mm internal

diameter pipe sewers.

Construction of brick masonry

inspection chambers size as given

below upto 0.60 metre average

depth in 1:5 cement sand mortar,

lime concrete with 40 per cent lime

mortar 2:3 in foundation, cement

concrete 1:2:4 benching 12.50mm

thick cement plaster 1:2 with a

floating coat of 1mm thick of neat

cement, R.C.C. 1:2:4 slabs 100mm

thick cement concrete topping

50mm thick with 455mm x 455mm,

455mm x 610mm inside light duty

C.I. inspection chamber cover and

frame (Weight as per I.S.I

specifications) painted with 3 coats

of black bitumastic paint

conforming to I.S.I complete as per

standard design :-


Plains Sub-

mountainous

Region


(b) Size 450mm x 600mm inside


and frame double seal patterns

light duty weighing 52kg. With

R.C.C Slab. Each 655.00 661.00

(c) Size 600mm x 900mm inside


and frame light duty double seal

weighing 52kg. With R.C.C

Slab. Each 837.00 847.00

Note :-

29.90

(a) 450mm x 450mm Per 0.30


(b) 450mm x 600mm Per 0.30


(c) 600mm x 900mm Per 0.30


29.91

Each 1,004.00 1,024.00

Extra for every 0.30 metre depth of

inspection chamber.

Normally inspection chambers of

450mm x 450mm and 450m x 600mm

should be constructed. In very

exceptional cases where connections

can not be accomodated in 450mm x

600mm size inspection chamber of

600mm x 900mm be adopted.

Constructing Brick masonry

ventilating chambers as per

standard drawing including dressing of

beds and sides of chamber to exact

profiles 15cm. Lime concrete

16:24:100 (as specified in item No.

10.3) in foundation, first class brick

work laid in cement sand mortar

1:5, cement concrete 1:2:4 for

reinforced concrete work in slab,

12.5mm thick cement plaster 1:2

rendered with a floating coat of

neat cement 1mm thick over

exposed brick tablet and inside

walls, lime pointing 2:3 on outside

complete and as required by the

Engineer-In-Charge.


Plains Sub-

mountainous

Region


29.92

(a)

(i) Size 610mm. x 457mm. x

800mm. Each 363.00 371.00

(ii) Size 610mm. x 457mm. x

1105mm. Each 455.00 464.00

(b)

(i) Size 1448mm. x 457mm. x

800mm. Each 619.00 634.00

(ii) Size 1448mm. x 457mm. x

1105mm. Each 770.00 787.00

29.93

(a) Single road gully chameber. Each 23.00 23.50

(b) Double road gully chameber. Each 38.00 38.50

Reduction for every 7.50cm depth

of road gully chamber from the rate

of item No. 29.92 above :-

Single road gully chameber :-

Double road gully chameber :-

Constructing brick masonry road

gully chambers as per standard

drawings (as per sizes given below)

including dressing of beds and

sides of chambers to exact profiles,

15cm thick lime concrete 16:24:100

(as per specified in item No. 10.3)

in foundation, first class brick work

laid in cement sand mortar 1:5,

40mm thick cement concrete 1:2:4

topping inside the chamber with a

floating coat of 1.5mm thick neat

cement laid in one operation to the

topping, the entire inner surface of

the chamber rendered with neat

cement not less than 12.50mm in

thickness of 1:2 cement sand

plaster and finished with a floating

coat of neat cement 1mm thick left

absolutely smooth polished and

correct to templates including labour

for fixing the C.I. road gully grating

and frame including paint with coal

tar (as specified in item No. 29.74)

complete and to the requirement of

the Engineer-In-Charge.


(i)

(ii)

(iii)

(iv)

Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7

(A)

30.1

(i) Closet set vitreous china ware

W.C.Pan with horizontal inlet, for

sinking into floor with A pai of

footrests, 100 mm H.C.I 'P' Trap

with or without vent as required and

suitable joint for closet inlet;

(ii) 10 Litres capacity mosquito proof

cast iron flushing cistern best

Indian make I.S.I marked nomos or

other (as approved by the Engineer-

in-charge) painted with non vellowing

white or other approved shade

Enamel paint on outside and black

bitumastic superior paint of

approved manufactuer on inside

complete with all accessories such as

20mm G.I. over flow pipe with

specials & clamps upto 15cm above

floor level of W.C room and brass

perforated mosquito proof cap, 32

mm outlet, 15 mm I.S.I marked ball

cock G.I pull and chain, R.S or C.I

Painted brackets and mosquito proof

couplings for outlet and over flow

pipes, etc.

Sub-Mountainous Region

RatesSr. No. Unit

Plains Area

Providing and fixing in position best

Indian make (to the approval of the

Engineer-in-charge) Indian type water

closet suite-consisting of :-

Description

2

SANITARY FITTINGS

Water closet suites

The labour as well as through rates provided under this chapter include the wastage and breakage

of various material during construction

Provision has been made under this chapter for sanitary fittings of best indian make to the approval

of the Engineer-in-charge. In this connection the Superintending Engineer will circulate from time to

time the list of fittings of best Indian manufacture which may be considered to be on the approved

list and be allowed to be used on works

Separate rates have been provided for different type of fittings, pipes and specials for different

sizes.

CHAPTER NO. 30

SANITARY INSTALLATIONS

Notes :-

All the labour rates provided under this chapter includes the carriage of material within a radius of

5km of the site of work.


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


RatesSr. No. Unit

Plains Area

Description

2

(iii) 32mm Diameter telescopic 1.25 mm

thick galvanized inside and outside

steel flush pipe with clips; complete

in all respect including cutting and

making good the walls and floors

and painting of fittings etc.

(a) Size 580 mm white Each 161.00 793.00 176.00 808.00

(b) Size 630 mm white Each 161.00 806.00 176.00 821.50

30.2

(a) Size 580mm (white) Each 161.00 975.00 176.00 990.50

(b) Size 630mm (white) Each 161.00 1006.00 176.00 1021.00

30.3

(i) Wash down closet set Vitreous china

ware (to the approval of the Engineer-

in-charge) with 'P' or 'S' Trap with or

without vent as required and suitable

joint for closet inlet ;

(ii) One piece seat and lid in Hollow

black or white plastic fitted with

chromium plated brass hings and

rubber buffers; (to the approval of the

Engineer-in-charge)

(iii) 10 litres capacity mosquito proof C.I

Flushing cistern of best Indian make

and all other necessary fittings

complete as fully described in item

No. 30.1 above;



Engineer-in-charge) Indian type orissa or

orya water closet suit for sinking in to floor,

with raised foot treads complete with 100

mm H.C.I. P trap with or without vent as

required and all other necessary fitting as

fully described in item No. 30.1 above.


Indian make anglo Indian water closet

suite (as approved by the Engineer - in -

charge) consisting of :-


Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

1 3 4 5 6 7


RatesSr. No. Unit

Plains Area

Description

2

(iv) 32 mm diameter telescopic 1.25

mm thick Galvanized inside and

outside steel, flush pipe with clips

complete in all respects including

cutting and making good the

walls and floors and painting of

fittings etc. white.

(a) With "P." trap Each 161.00 1146.50 176.00 1161.50

(b) With "S." trap Each 161.00 1178.00 176.00 1193.00

30.4

(a) With "P." trap Each 161.00 905.00 176.00 920.00

(b) With "S." trap Each 161.00 925.00 176.00 940.00

30.05

(i) Vitreous china ware syphonic suite

with 15 litres capacity matching

china ware cistern and all internal

brass fittings complete with 'P' or 'S'

Trap with or without vent (as

approved of the Engineer-in-charge)

(ii) One piece seat and lid in Hollow

black or white plastic fitted with

chromium plated hings and rubber

buffers; (to the approval of the

Engineer-in-charge) complete in all

respects including cutting and

making good the walls and floors.

(A)

(i) With "P." trap Each 161.00 1625.00 176.00 1640.00

(ii) With "S." trap Each 161.00 1650.00 176.00 1665.00


Indian make (as approved by the Enginner-

in-charge) European type water closet

suite syphonic type, consisting of :-



Engineer-in-charge) European type water

closet suite white with non concealed `P`

or 'S' trap with of without vent and all other

necessary fittings as fully described in item

No. 30.3 above.

Single trap syphonic W.C suite (White)


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(B) Each

(i) With "S." trap Each 161.00 1771.50 176.00 1786.00

(ii) With "P." trap Each 161.00 1746.00 176.00 1761.00

30.06

Each 164.50 164.50

30.07

Each 291.00 291.00

30.08

Each 250.50 250.50

30.09

(i) White plastic seat (solid) Each 105.00 105.00

(ii) Black plastic seat (solid) Each 18.00 18.00

30.10

Each 13.00 13.00

30.11

Extra over item nos 30.1 to 30.4 for

providing and fixing 15 litres capacity low

level vitreous china ware cistern (white)

complete with flush bend and all other

necessary fittings in stead of C.I. high level

cistern complete with fittings.


providing and fixing best Indian make

plastic hygenic seat with lid complete

instead of hollow black or white plastic seat

and lid.


providing and fixing 15 litres capacity C.I

low down cistern flush bend and all other

necessary fittings instead of 12.50 litres

capacity C.I. high level flushing cistern with

flush pipe In white Enamel spray paint

after making smooth the C.I surface by

rubbing scrapping etc. complete.


providing and fixing 15 litres capacity C.I.

low level cistern complete with flushing

bend and all other necessary fittings instead

of C.I. high level cistern complete flush bend

and all other necessary fittings in white

stove enamel paint.

Extra for providing and fixing best Indian

make china pull handle with chromium

plated brass chain instead of G.I Chain and

Pull

Extra for providing and fixing 32 mm dia

G.I/C.P Flush pipe complete with

accessories instead of 32 mm dia galvanised

telescopic flush pipe with clips (as required

by the Engineer-in-charge)

Double trap syphonic W.C suite (White)


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2

(a) 32 mm dia G.I Flush pipe Each 25.00 25.00

(b) 32 mm dia C.P Brass Flush pipe Each 70.00 70.00

30.12

Each 7.00 84.50 7.50 85.00

30.13

Each 7.00 100.50 7.50 101.00

30.14

Each 20.00 20.00

B

30.15

(i) Flat back lipped or angular Urinal

Basin or vitreous china ware white

(to the approval of the Engineer-in-

charge) ;


Indian make C.I automatic flushing

cistern, painted with non-Yellowing

white enamel paint or other approved

shade enamel paint on outside and

superior black bitumastic paint on

inside complete with screwed 15 mm

pipe;

(iii) Pair of R.S or C.I painted brackets

and brass coupling ;

Providing and fixing 32 mm diameter G.I

extension pipe for Indian type W.C Suite

Complete in all respects.

Extra for providing and fixing 32 mm lead

extension pipe weighing 4.46 kg. per metre

and 3.6 mm thick for Indian type water

closet suite including cost of wiped solder

joint.

Extra for providing and fixing 20 mm dia

C.P Brass over flow pipe complete with

accessories instead of 20 mm dia G.I over

flow pipe complete (as approved by the

Engineer-in-charge)

- URINALS


Indian make flat back or angular lipped

front urinals 430 mm high consisting of : -


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2

(iv) Standard size G.I. flush pipe with

C.P brass wall clip and unions



and painting of fittings etc. (as

required by Engineer-in-charge); As

per I.S.I 2556 [ Part VI/Sec. I) 1979

size 430 mm x 260 mm x 300 mm or

Angular back 340 mm x 410 mm x

265 mm Each 116.00 493.00 127.00 504.00

30.16

Each 173.00 724.00 190.00 741.00

30.17

Each 231.00 1010.00 253.00 1032.00

30.18

Each 344.00 1436.00 377.00 1469.00

30.19

Each

Urinal 7.00 109.25 7.50 109.75

30.20

Each 7.00 108.00 7.50 108.50

Extra over and above item No. 30.15 to

30.18 above for providing and fixing

chromium plated brass 'P' or 'S' trap with

waste pipe of 32mm dia complete.

Extra over and above item No. 30.15 to

30.18 above for providing and fixing per

set lead 'P' trap and 32mm lead waste

pipe weighing 3.47 kg./metre and 2.8 mm

thick upto floor level and plumber joint.


Indian make -A range of two urinals flat

back or angular lipped front in vitreous

china ware white with 5 litres capacity

best Indian make C.I automatic flushing

cistern with fittings and flushing pipe

etc., complete as fully described in item

no 30.15 above 430 mm high : -


Indian make a range of three urinals flat

back or angular lipped in vitreous china

ware white with one no. 10 litres capacity


cistern with fittings and flush pipe etc.,

complete as fully described in item no 30.15

above 430 mm high : -


Indian make a range of four urinals flat

back or angular lipped in vitreous china

ware white with two nos. 5 litres capacity


cisterns with fittings and flush pipe etc.,

complete as fully described in item no 30.15

above 430 mm high : -


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2

30.21

(i) Flat back lipped or angular Urinal

Basin or vitreous china ware white

(to the approval of the Engineer-in-

charge) ;



cistern, painted with non-Yellowing


shade enamel paint on outside and


inside with screwed 15 mm pipe;



(iv) Pair of C.I special type brackets

for Urinal;

(v) 32 mm C.P brass spreader;

(vi) Standard size G.I. flush pipe with

C.P brass wall clips and unions;

(vii) 32 mm C.P brass waste with dome

grating;

(viii) 32 mm C.P brass bottle trap;



and painting of fitting etc. (as

required by the Engineer-in-charge)

single urinal Each 116.00 1,095.00 127.00 1,106.00

30.22

Each 173.50 1928.00 190.00 1945.00


Indian make a range of two urinals large

flat back or angular lipped 610mm high in

vitreous China ware white with 5 litres

capacity best Indian make C.I. Automatic

flushing cistern with fitting and flush pipe

etc. complete as fully described in item

No.30.21 above Range of two urinals.


Indian make large flat back or angular

lipped front urinal 610 mm high (610 mm x

400 mm x 380mm) consisting of : -


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2

30.23

Each 231.00 2815.50 253.00 2837.50

30.24

Each 344.00 3845.00 377.00 3878.00

30.25

(i) Stall Urinal 1140 mm high in

vitreous china ware conforming to IS

: 2556-PV-1967 (as approved by the

Engineer-in-charge)



system painted with non-Yellowing


shade enamel paint on out side and

superior black bitumastic paint on in

side complete with inlet screwed 15

mm pipe;



(iv) Standard size G.I. flush pipe C.P

brass clips and unions

(v) 32 mm C.P brass waste with dome

grating;


Indian make a range of three urinals large

flat back or angular lipped front 610mm

high in vitreous China ware white with

one No.10 litres capacity best Indian

make C.I. Automatic flushing cistern with

fittings and flush pipe etc.complete as

fully described in item No.30.21 above

Range of three urinals.


Indian make a range of four urinals large

flat back or angular lipped front 610mm

high in vitreous China ware white two

No.5 litres capacity best Indian make C.I.

automatic flushing cistern with fittings

and flush pipe etc.complete as fully

described in item No.30.21 above Range of

three urinals.


Indian make stall urinal in vitreous china

ware white (to the approval of Engineer-in-

charge) consisting of :-


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2

(vi) 32 mm C.P brass spreader;



and painting of fittings etc (as

required by the Engineer-in-charge) Each 116.00 1,964.00 127.00 1,975.00

30.26

Each 173.50 3,654.50 190.00 3,673.00

30.27

Each 231.00 5,408.00 253.00 5,430.00

30.28

Each 344.00 7,293.00 377.00 7,326.00

30.29

(i) Squatting plate urinal 600 mm x

350 mm invitreous chinaware white

(as approved by the Engineer-in-

charge)



cistern painted with non-Yellowing


shade enamel paint on out side and


inside complete with screwed 15 mm

pipe;


Indian make squatting urinals of size 600

mm x 350 mm consisting of :


Indian make a range of three stall urinals

1140 mm high in vitreous chinaware

white with one no. 10 litres capacity C.I

automatic flushing cistern with fittngs

and flush pipe complete as fully described

in item no. 30.25 above Range of three

urinals.


Indian make a Range of four stall urinals


white with 2 no.5 litres capacity C.I

automatic flushing cisterns with fittngs


in item no. 30.25 above.

Range of four urinals.


Indian make a range of two stall urinals


white with one no. 5 litres capacity C.I

automatic flushing cistern with fittngs


in item no. 30.25 above Range of two

urinals.


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2



(iv) Standard size G.I. flushing pipe

complete with fittings ; complete

including cutting and making good

the walls and floors and painting of

fittings etc. (as approved by the

Engineer - In - charge)Each 116.00 612.00 127.00 623.00

30.30

Each 173.50 910.00 190.00 926.50

30.31

Each 231.00 1253.00 253.00 1275.00

30.32

Each 344.00 1773.00 377.00 1806.00

30.33

(a) 5 Litres capacity cistern white Each 70.00 70.00

(b) 10 Litres capacity cistern white Each 43.00 43.00

30.34

(i) For Single Urinal Per set 54.00 54.00

(ii) For a range of two Urinals Per set 149.00 149.00

Extra for Providing and fixing vitreous

automatic flushing cistern including

fittings and brackets instead of C.I flushing

cistern complete.


Indian make a range of two squatting

urinals in vitreous chinaware white with

one no. 5 litres capacity C.I automatic

flushing cistern as fully described in item

no. 30.29 above.


Indian make a range of three squatting


10 litres capacity (automatic) flushing

cistern with fitting and flash pipe

complete as fully described in item no.

30.29 above


Indian make a range of four squatting


two no. 5 litres capacity C.I automatic

flushing cistern with fitting and flash

pipe complete as fully described in item no.

30.29 above

Extra for Providing and fixing standard

size C.P brass flush pipe complete with

fittings instead of G.I flush pipe

complete.


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2

(iii) For a range of three Urinals Per set 226.00 226.00

(iv) For a range of four Urinals Per set 348.00 348.00

30.35

Each 50.00 430.50 54.50 435.00

30.36

(a) Size 375 mm x 750 mm Each 21.00 191.00 23.00 193.00

(b) Vitreous china ware partition plate

:-

(i) Small size 680mm x 300mm white

Each 20.00 195.50 21.50 197.00

(ii) Large size 835mm x 355mm white Each 20.00 283.00 21.50 284.50

(C)

30.37

(i) Size 450 mm x 300 mm with one tap Each 146.00 432.00 160.00 446.00

(ii) Size 550 mm x 400 mm with one tap Each 146.00 495.00 160.00 509.00

All fittings best Indian make and to the

approval of the Engineer - in-charge.

All brass work chromium plated and

complete in all respect including cutting

and making good the walls, floors and

painting of fitting etc. white :-

Lavatory suites


Indian make white ordinary lavatory suites

consisting of :-

Lavatory in vitreous china ware size as

given below (to the approval of the Engineer

in charge) including china plug for tap hole

where necessary; I.S 2556 Part (iv) 1967;

R.S or C.I brackets for building into wall

including painting; 32 mm C.P brass waste

with C.P brass Chain and rubber plugs; 15

mm C.P Brass screw down pillar tap with

jamnuts or coupling best design (as

approved by the Engineer-in-charge)

Providing and fixing 25 mm thick marble

backs for the different type of urinals size

600 mm x 1,050 mm

Providing and fixing 25 mm thick marble

partitions for different type of urinals


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2

(iii) Size 630 mm x 450 mm with one tap Each 146.00 576.00 160.00 590.00

(iv) Size 660 mm x 460 mm with one tap

for hospital use. Each 146.00 890.00 160.00 904.00

30.38

(i) Size 510mm x 400mm with one tap Each 146.00 521.50 160.00 535.50

(ii) Size 530mm x 430mm with one tap Each 146.00 614.00 160.00 628.00

(iii) Size 610mm x 510mm with one tap Each 146.00 761.00 160.00 775.00

(iv) Size 630mm x 450mm with one tap Each 146.00 612.50 160.00 626.50

(v) Size 630mm x 510mm with one tap Each 146.00 824.00 160.00 838.00

(vi) Size 690mm x 550mm with one tap Each 146.00 1001.00 160.00 1015.00

30.39

Each 5.50 100.50 6.00 101.00

30.40 (a) Providing and fixing in position best

Indian make C.P brass basin mixer

complete instead of piller tap. Each 9.00 234.00 10.00 235.00

(b) Providing and fixing in position best

Indian make C.P brass three tap

holes mixer with pop up waste instead

of one no, piller tap and C.P waste.

Each 14.50 592.00 16.00 593.50

30.41

Each - 32.00 - 32.00

30.42

(a) lead waste pipe Each 7.00 99.00 7.50 99.50

(b) G.I. waste pipe Each 31.00 102.00 34.00 105.00

Providing and fixing in position 32 mm

dia G.I waste pipe embedded in wall of

lead waste pipe weighing 3.47 kg per metre

and 2.8 mm thick upto floor level including

cost of wipped solder joint etc. complete as

required by the Engineer in charge :-


Indian make chromium plated brass 2nd

tap for lavatory suite.

Extra for Providing and fixing in position

best Indian make C.P elbow action pillar tap

instead of C.P brass pillar tap.


Indian make lavatory suites (with full anti-

splashrim in vitreous china ware and all

other necessary fittings as fully described in

item No. 30.37 above white -


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2

30.43

Each 5.75 66.50 6.50 67.00

30.44

Each 9.00 92.00 10.00 93.00

(D)

30.45

(i) R.C.C sink in mosaic size as given

below.

(ii) R.S or C.I Brackets for building into

wall for sink including painting.

(iii) 40 mm C.P brass waste with C.P

brass chain and rubber plug; all

fittings best Indian make and to the

approval of the Engineer-in-Charge.

(a) Size 600 mm x 450 mm x 200 mm Each 125.00 322.00 137.00 334.00

(b) Size 600 mm x 450 mm x 250 mm Each 125.00 335.00 137.00 347.00

(c) Size 750 mm x 450 mm x 200 mm Each 125.00 354.00 137.00 366.00

(d) Size 750 mm x 450 mm x 250 mm Each 125.00 373.00 137.00 385.00

30.46






Indian make vitreous chinaware sinks

with complete fitting as fully described in

item No. 30.45 above white.

Providing and fixing in position best Indian

make chromium plated brass,Bottle trap

32mm dia.

Sinks


Indian make sinks consisting of :-

providing and fixing in position best Indian

make chroium plated brass 'P' or 'S' trap

32mm dia.

All brass work chromium plated complete

in all respect including cutting and making

good the walls and floors painting of

fitting etc. complete.


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2

30.47

(a) Size 600 mm x 450 mm x 200 mm

(Net size excluding flat edge) Each 125.00 2724.00 137.00 2736.00

(b) Size 530 mm x 450 mm x 175 mm

(Net size excluding flat edge) Each 125.00 2091.00 137.00 2103.00

30.48

(a) Size 750 mm x 450 mm x 40 mm

thick Each 49.50 263.00 54.00 267.50

(b) Size 600 mm x 450 mm x 40mm thick

Each 49.50 231.50 54.00 236.00

30.49

(a) 450 mm x 450 mm Each 49.50 248.25 54.00 252.75

(b) 530 mm x 450 mm Each 49.50 261.00 54.00 265.50

30.50

Each 49.50 1072.50 54.00 1077.00

30.51

(a) Sink size 600 mm x 450 mm x 200

mm Each 175.00 5,280.50 191.50 5,297.00

(b) Sink size 530 mm x 450 mm x 175

mm Each 175.00 4,458.25 191.50 4,474.75


quality stainless steel draining board with

Iron brackets for building into walls

including painting cutting and making

good the walls etc. size 600 mm x 450

mm

Providing and fixing in position best quality

stainless steel sink built in draining board of

size 600 mm x 450 mm complete as

described item no. 30.47 and 30.50 above


quality stainless steel sinks with

complete fitting as fully described in item

no. 30.45 above.

Providing and fixing in position well

seasoned teak wood draining board with

skirting and beadings iron brackets for

building into wall including painting and

cutting and making good the walls etc.


Indian make vitreous chinaware draining

board with iron bracket for building into

wall including painting cutting and

making good the walls etc. white


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2

30.52

(i) The sink in vitreous china ware

white with or without 15 mm Rim

protection around outlet 65 mm x

50 mm and with or with out

combined open weir over flow centre

at and complete with.

(ii) Laboratory Sink Waste.

(iii) Pair of clamps of 25 mm x 3 mm

thick Iron complete in all respects

including cutting making good the

walls or tables etc.





(e) Size 600 mm x 450 mm x 400 mm Each 125.00 858.00 137.00 870.00

30.53

(a) lead waste pipe Each 10.00 115.00 11.00 116.00

(b) G.I. waste pipe Each 14.50 54.50 16.00 56.00

30.54

(a) With bottle trap (Indian make) Each 9.00 107.50 10.00 108.50

(b) With 'P' or 'S' Trap (Indian make) Each 6.00 84.25 6.50 84.75

Providing and fixing 40 mm i/d chromium

plated brass trap with Chromium plated

brass pipe to wall with wall flange, complete

(as per requirement of the Engineer-in-

Charge) for use with sinks.


Indian make vitreous chinaware white

laboratory sinks (to the approval of the

Engineer - In-Charge)

Providing and fixing 40 mm I/D G.I waste

pipe embedded in walls or lead waste

pipe weighing 4.46 kg./Metre and 3.00 mm

thick upto floor level as required by the

Engineer-in-Charge including cost of union

and plumber joint.


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Description

2

30.55

(a) Vitreous china ware white fountain. Each 117.00 1,124.50 128.50 1,136.00

(b) C.P Brass drinking fountain with jet in

centre of bowl self closing & wall

flange etc. complete. Each 117.00 1,115.50 128.50 1,127.00

(c) C.I procelain enamelled drinking

fountain. Each 117.00 1,283.50 128.50 1,295.00

30.56

(a)

(i) 150 mm diameter rose showers Each 2.00 46.30 2.20 46.50

(ii) 125 mm diameter rose showers Each 2.00 34.90 2.20 35.10

(iii) 100 mm diameter rose showers Each 2.00 26.05 2.20 26.25

(b) Each 2.00 77.90 2.20 78.10

(c) Each 2.00 133.00 2.20 133.20

30.57

(a) C.P. Brass toilet paper holder. Each 8.00 46.00 9.00 47.00

(b) Vitreous China ware white toilet

paper holder. Each 8.00 40.00 9.00 41.00

(c) Recessed Vitreous china ware

white toilet paper holder. Each 8.00 54.50 9.00 55.50

C.P Brass with revolving joint showers.

C.P Brass telephonic shower.


Indian make paper holders fixed in to wall

with C.P brass screws complete in all

respects including cutting and making

good the walls etc.

C.P Brass rose showers


Indian make drinking fountain consisting

of

C.P Brass fittings 15mm self closing non-

concusive inlet bottle valves with

regulating device waste coupling with

flush grating bottle trap with 62mm seal

inlet coupling nut screwed and including

cutting and making good the walls and

floors etc. with 32 mm lead waste pipe

upto floor level.


Indian make shower with 15 or 20 mm I/D

Inlet.


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Description

2

30.58

(a)

(i) 750 mm long Each 11.00 129.00 12.00 130.00

(ii) 600 mm long Each 11.00 123.50 12.00 124.50

(b)

(i) 750 mm long Each 11.00 125.00 12.00 126.00

(ii) 600 mm long Each 11.00 120.00 12.00 121.00

(c)

Each 11.00 66.00 12.00 67.00

(d)

Each 11.00 108.00 12.00 109.00

(e) Each 11.00 70.00 12.00 71.00

30.59

(a)

(i) 600 mm x 125 mm Each 16.50 65.00 18.00 66.50

(ii) 530 mm x 125 mm Each 16.50 61.25 18.00 62.75

(b)

Each 16.50 41.75 18.00 43.25

(c)

Each 16.50 73.75 18.00 75.25

30.60

(a) C.P Brass

With c.p brass brackets and guard rail.

C.P brass towel ring.


Indian make towel rails fixed in with rewal

plugs embedded in walls with c.p brass

screws, complete in all respects including


25mm dia aluminium towel rail 600 mm

long.

Providing and fixing in position glass

shelf fixed in with rawl plugs with C.P

brass screws complete including cutting

and making good the walls etc.


make soap dish fixed into wall with C.P

brass screws and complete in all respects

including cutting and making good the walls

etc.

25mm dia c.p brass adjustable

20mm dia c.p brass adjustable

C.P brass two arms swivel towel rail 400

mm long.

With aluminium bracket and guard rail 600

mm x 125 mm

Vitreous China ware shelf 560 mm long

white.


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Description

2

(i) Soap dish large Each 2.25 43.00 2.50 43.25

(ii) Soap dish small Each 2.25 27.75 2.50 28.00

(b)

(i) Soap dish 160 mm Each 2.25 31.25 2.50 31.50

(ii) Soap dish 380 mm Each 2.25 48.50 2.50 48.75

(c)

Each 2.25 48.50 2.50 48.75

(d)

Each 2.25 96.75 2.50 97.00

30.61

(a)

(i) 600 mm x 450 mm Each 33.00 121.00 36.00 124.00

(ii) 550 mm x 400 mm Each 33.00 108.50 36.00 111.50

30.62

(a) One way Each 2.25 54.50 2.50 54.75

(b) Two way Each 2.25 75.25 2.50 75.50

(c) Three way Each 2.25 96.25 2.50 96.50

(d) Four way Each 2.25 117.00 2.50 117.25

Providing & Fixing in position brass

oxidized gas taps (to the approval of the

Engineer-in- Charge) complete in all

respects.

Indian Make

Providing & Fixing in position best indian

make bevelled edge 5mm thick mirror

mounted on asbestos sheet ground fixed

in position by means of 4 nos. chromium

plated brass screws and washers over

rubber washers and rawl plugs embedded in

the walls or chromium plated brass clamps

with C.P. brass screws (as required by the

Engineer-in- Charge) complete including


Vitreous China ware recessed soap dish

with hand rails white.

Vitreous china ware white

Vitreous China ware recessed soap dish

150 mm x 150 mm white.


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Description

2

30.63

(a)

(i) One way Each 2.40 25.40 2.60 25.60

(ii) Twin way Each 2.40 29.80 2.60 30.00

(b)

(i) One way Each 2.40 9.60 2.60 9.80

(ii) Twin way Each 2.40 12.15 2.60 12.35

30.64

Each 4.50 102.50 5.00 103.00

30.65

(a) Bib cock long body Each 2.10 119.80 2.30 120.00

(b) Bib cock sparow with perlmix and

flange Each 2.10 105.90 2.30 106.10

(c) Bib cock Each 2.10 90.65 2.30 90.85

30.66

(a)

(i) stop cock male & female end Each 3.00 91.60 3.30 91.90

(ii) Concealed stop cock with flange. Each 3.00 104.20 3.30 104.50

(b)

(i) stop cock male & female end Each 4.25 112.00 4.50 112.25

(ii) Stop cock with flange. Each 4.25 123.25 4.50 123.50

Providing & Fixing in postion 15 mm i/d C.P.

brass bib cock of best quality (as approved

by the Engineer-in-charge).

Providing & Fixing in postion C.P.brass stop

cock (as approved by the Engineer-in-

charge).

Aluminium make

Providing & Fixing in position superior

quality 65 mm I\d opening C.P brass

dometype hinged grating weighing about 750

grams fixed in cement sand mortar 1:2

complete in all respects (as required by the

Engineer-in- Charge)

Providing & Fixing in position best Indian

make coat and hat hooks fixed into wall

with c.p. brass screws and rawl plugs etc.

complete including cutting and making

good the walls etc.

C.P. Brass

15 mm stop cock

20 mm stop cock


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RatesSr. No. Unit

Plains Area

Description

2

30.67

Each 1.50 72.10 1.65 72.25

30.68

(a) One way Each 3.50 117.50 3.80 117.80

(b) Two way Each 3.50 189.60 3.80 189.90

(c) Three way Each 3.50 250.30 3.80 250.60

30.69

(i) Tooth Brush Cum. Tooth paste holder

Each 1.50 41.60 1.65 41.75

(ii) Tooth Brush holder Each 1.50 30.25 1.65 30.40

30.70

(a) C.P Brass Each 1.50 30.25 1.65 30.40

(b) Vitreous China white Each 1.50 27.70 1.65 27.85

30.71

(a) With Telephonic Shower Each 7.00 605.25 7.50 605.75

(b) Without Telephonic shower. Each 7.00 482.00 7.50 483.00

30.72

(a)

(i) 15 mm x 300 mm Each 3.50 22.50 3.75 22.75

(ii) 15 mm x 375 mm Each 3.50 26.25 3.75 26.50

(iii) 15 mm x 450 mm Each 3.50 30.00 3.75 30.25

Aluminium

Providing & fixing in position best Indian

make tumbler Cum. Tooth broush holder

fixed in with rawl plugs with C.P brass

screws complete including cutting and

making good the walls etc.


make C.P brass wall mixer 15 mm.


make flexible tube connection.


make C.P brass tooth brush Cum. Tooth

paste holder fixed in with rawl plugs with C.P

brass screws complete including cutting and

making good the walls etc.

Providing & fixing 15 mm C.P brass

laboratory cock swan neck of best quality (to

the approval of the Engineer-in- Charge)

Providing & Fixing in postion C.P.brass

liquid soap container of best quality (as

required by the Engineer-in-charge).


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RatesSr. No. Unit

Plains Area

Description

2

(b)

(i) 15 mm x 300 mm Each 3.50 35.10 3.75 35.35

(ii) 15 mm x 375 mm Each 3.50 41.50 3.75 41.75

(iii) 15 mm x 450 mm Each 3.50 47.75 3.75 48.00

30.73

Each 3.50 107.25 3.75 107.50

30.74

(a) 100mm Internal diameter Metre 4.80 85.00 5.20 85.40

(b) 75 mm Internal diameter Metre 4.80 75.10 5.20 75.50

(c) 50mm Internal diameter Metre 4.80 61.90 5.20 62.30

30.74

(ii)

(a) Providing fixing in position 10 feet

long centrifugally 100mm inner dia

cast iron spun pipe ISI marked

including cutting, holes in walls, roofs

or floors etc. and making good to its

original condition but excluding the

cost of lead jointing (Based on 1987

rates) Metre 13.10 302.00 14.40 304.00

(b) Providing fixing in position 10 feet

long centrifugally 75mm inner dia cast

iron spun pipe ISI marked including

cutting holes in walls, roofs or floors

etc. and making good to its original

condition but excluding the cost of

lead jointing. Metre 13.10 260.00 14.40 261.00

Providing & Fixing in position best Indian

make C.P.brass inlet connection 15 mm with

375mm pipe and C.P. brass nuts.

C.P.Brass

Providing and fixing in position H.C.I. soil

waste vent or antisyphonage pipes to

I.S.I. specification of E.D.C manufacture

or of any other reputed firm including

cutting and wastage etc. and cutting

holes in walls roofs or floors etc. and

making good to its original condition but

excluding cost of lead jointing.


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Rate

1 3 4 5 6 7


RatesSr. No. Unit

Plains Area

Description

2

30.75

Each 2.30 60.20 2.50 60.40

30.76

Each 2.30 10.20 2.50 10.40

30.77

(a) 100mm internal diameter (1.36 kg) Each 8.10 37.75 8.90 38.55

(b) 75mm internal diameter (1.13 kg) Each 6.50 31.60 7.15 32.25

(c) 50mm internal diameter (0.91 kg) Each 5.50 25.25 6.00 25.75

Note :-

30.78

(a) For 100mm internal diameter pipes Each 6.75 17.40 7.40 18.05

(b) For 75mm internal diameter pipes Each 6.75 14.95 7.40 15.60

(c) For 50mm internal diameter pipes Each 6.75 13.70 7.40 14.35

Providing and fixing in position C.I. gully

trap cover weighing approximately 7.26

kg and frame for gully trap chamber clear

opening size 300mm x 300mm and out

side size 330mmx330mm including

painting the exposed surface with 3 coats

of black bitumastic superior paint of

approved manufacture etc.

Providing and fixing in position H.C.I.

gratings 150mm x 150mm for gully trap

including painting with black bitumastic

superior paint of approved manufacture

three coats.

Providing lead caulked joints to H.C.I.

pipes and specials conforming to I.S.I.

Specification of E.L.C. manufacture or

any other reputed firm including cost of

lead yarn,fuel and tools etc.

The lead and yarn in item No. 30.77 above

will be supplied-Ex-Divisional stores or

F.O.R. nearest Railway Station at the stock

issue rate in force.

Providing & Fixing in position M.S or

heavy flat iron clamps made out of M.S

flat iron not less than 5 mm of the approved

design for fixing C.I. soil waste, vent or

antisyhonage pipes to walls complete in all

respects including cutting and making

good the walls and floors etc. and

painting.


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Rate

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Plains Area

Description

2

30.79

(a) with 50mm i/d outlet Each 34.50 128.50 38.00 132.00

(b) with 75mm i/d outlet Each 34.50 133.25 38.00 136.75

30.80

(a) 50 mm i/d outlet plain Nahani trap Each 34.50 114.75 38.00 118.25

(b) 75 mm i/d outlet plain Nahani trap Each 34.50 119.50 38.00 123.00

30.81

(a)

(i) Heal rest bend. Each 3.45 47.80 3.75 48.10

(ii) Double junction with door 100mm x

100mm x 100mmx 100mm Each 3.45 129.10 3.75 129.40

(iii) Pass over pipe Each 3.45 42.30 3.75 42.60

(iv) Single junction with door 100mm x

100mm x 100mmx 100mm Each 3.45 80.45 3.75 80.75

For 100mm i/d pipes

Providing and fixing in position H.C.I

special for soil waste vent or anti

syphonage pipes to I.S.I specifications of

E.L.C manufacture or any other reputed

firm including cutting and wastage etc.

cutting holes in walls roofs or floors etc.

and making good to its original condition

but excluding cost of lead joining.

Providing and fixing H.C.I. Floor traps

conforming to I.S.I. Specification of

reputed firm of the self cleaning design

with C.P. brass hinged grating with frame

with or without vent arm and including

cement concrete 1:2:4 under and around

the floor trap where required upto floor level

complete in all respects including cutting

and making good the walls and floors,etc.

minimum depth of water should be 150mm

with a minium seal 50mm.

Providing and fixing in position H.C.I.

50mm internal diameter outlet plain

nahani trap conforming to I.S.I

specifications of reputed firm of the self

cleaning design with C.P brass hinged

grating with frame weighing 6.80 kg. each

fixed complete as fully described in item no.

30.79 above.


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Plains Area

Description

2

(v) Double junction plain 100mm x

100mm x 100mmx 100mm Each 3.45 123.00 3.75 123.30

(vi) Single junction plain 100mm x

100mm x 100mm Each 3.45 73.70 3.75 74.00

(vii) Single junction with door 100mm x

100mm x 50mm Each 3.45 80.45 3.75 80.75

(viii) Double junction with door 100mm x

100mm x 50mmx 50mm Each 3.45 129.10 3.75 129.40

(ix) Single junction plain 100mm x

100mm x 50mm Each 3.45 73.70 3.75 74.00

(x) Double junction plain 100mm x

100mm x 50mmx 50mm Each 3.45 123.00 3.75 123.30

(xi) Double invert junction 100mm x

100mm x 50mmx 50mm Each 3.45 131.00 3.75 131.30

(xii) Single invert junction 100mm x

100mm x 50mm Each 3.45 114.35 3.75 114.65

(xiii) Bend with door Each 3.45 53.30 3.75 53.60

(xiv) Bend plain Each 3.45 42.90 3.75 43.20

(xv) Terminal guard Each 3.45 46.60 3.75 46.90

(xvi) Cowls Each 2.40 45.50 2.60 45.70

(xvii) Door piece Each 3.45 59.50 3.75 59.80

(xviii) Hand hole pipe Each 3.45 70.00 3.75 70.30

(xix) Diminishing pipe piece Each 3.45 34.90 3.75 35.20

(xx) P' or 'S' trap with vent Each 3.45 77.40 3.75 77.70

(xxi) P' or 'S' trap without vent Each 3.45 71.20 3.75 71.50

(xxii) Collars Each 3.45 26.90 3.75 27.20

(xxiii) Off sets

(a) 65mm projection Each 3.45 71.20 3.75 71.50

(b) 75mm projection Each 3.45 72.45 3.75 72.75

(c) 115mm projection Each 3.45 73.70 3.75 74.00

(d) 150mm projection Each 3.45 74.90 3.75 75.20


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Description

2

(e) 225mm projection Each 3.45 77.40 3.75 77.70

(f) 300mm projection Each 3.45 81.10 3.75 81.40

(xxiv) Water closet connectors (Plain)

(a) 150mm long Each 2.10 17.50 2.25 17.65

(b) 225mm long Each 2.10 24.25 2.25 24.40

(c) 300mm long Each 2.10 32.30 2.25 32.45

(d) 375mm long or 400 mm long Each 2.10 36.00 2.25 36.15

(e) 425mm long or 450 mm long Each 2.10 41.50 2.25 41.65

(f) 500 mm long or 525 mm long Each 2.10 45.20 2.25 45.35

(g) 600 mm long Each 2.10 51.35 2.25 51.50

(h) 750mm long Each 2.10 63.70 2.25 63.85

(b)


(ii) Pass over pipe Each 3.45 36.70 3.75 37.00

(iii) Double junction with door 75mm x

75mm x 75mmx 75mm Each 3.45 109.40 3.75 109.70


75mm x 75mm Each 3.45 64.40 3.75 64.70

(v) Double junction plain 75mm x 75mm

x 75mmx 75mm Each 3.45 102.00 3.75 102.30

(vi) Single junction plain 75mm x 75mm

x 75mm Each 3.45 57.70 3.75 58.00

(vii) Single junction with door 75mm x

75mm x 50mm Each 3.45 64.40 3.75 64.70

(viii) Double junction with door 75mm x

75mm x 50mm x 50 mm Each 3.45 109.40 3.75 109.70

(ix) Single junction plain 75mm x 75mm

x 50mm Each 3.45 57.70 3.75 58.00

(x) Double junction plain 75mm x 75mm

x 50mm x 50mm Each 3.45 102.00 3.75 102.30

For 75mm i/d pipes


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RatesSr. No. Unit

Plains Area

Description

2

(xi) Single invert junction 75mm x 75mm

x 50mm Each 3.45 95.85 3.75 96.15

(xii) Double invert junction 75mm x

75mm x 50mm x 50 mm Each 3.45 110.65 3.75 110.95

(xiii) Bend with door Each 3.45 42.85 3.75 43.15

(xiv) Plain Bend Each 3.45 36.10 3.75 36.40

(xv) Terminal guard Each 3.45 41.65 3.75 41.95

(xvi) Door piece Each 3.45 53.95 3.75 54.25

(xvii) Cowls Each 2.40 40.60 2.60 40.80

(xviii) Collars Each 3.45 21.30 3.75 21.60

(xix) Hand hole pipe Each 3.45 65.05 3.75 65.35

(xx) Diminishing pipe piece Each 3.45 28.10 3.75 28.40

(xxi) 'P' or 'S' trap with vent Each 3.45 71.20 3.75 71.50

(xxii) 'P' or 'S' trap without vent Each 3.45 65.05 3.75 65.35

(xxii) Off sets







(c)


(ii) Pass over pipe Each 3.45 29.95 3.75 30.25

(iii) Double junction with door 50mm x

50mm x 50mmx 50mm Each 3.45 97.05 3.75 97.35


50mm x 50mm Each 3.45 47.80 3.75 48.10

For 50mm i/d pipes


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Plains Area

Description

2

(v) Double junction plain 50mm x 50mm

x 50mmx 50mm Each 3.45 89.70 3.75 90.00

(vi) Single junction plain 50mm x 50mm

x 50mm Each 3.45 41.65 3.75 41.95

(vii) Single invert junction with door Each 3.45 84.75 3.75 85.05

(viii) Double invert junction with door Each 3.45 99.50 3.75 99.80

(ix) Bend with door Each 3.45 36.70 3.75 37.00

(x) Bend Plain Each 3.45 30.55 3.75 30.85

(xi) Terminal guard Each 3.45 35.50 3.75 35.80

(xii) Collars Each 3.45 17.60 3.75 17.90

(xiii) Cowls Each 2.40 34.40 2.60 34.60

(xiv) Hand hole pipe Each 3.45 58.90 3.75 59.20

(xv) Door piece Each 3.45 44.10 3.75 44.40

(xvi) 'P' or 'S' trap without vent Each 3.45 58.90 3.75 59.20

(xvii) 'P' or 'S' trap with vent Each 3.45 65.05 3.75 65.35

(xviii) Off sets







30.82

(a) 100mm i/d weighing 11.31 kg/metre

thickness 3.00mm Metre 14.60 238.00 16.00 239.40

(b) 75mm i/d weighing 8.44 kg/metre


Lead Pipes and Fittings Lead Pipes

Providing and fixing lead pipes complete

in all respects.


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Description

2

(c) 50mm i/d weighing 5.95 kg/metre


(d) 40mm i/d weighing 4.46 kg/metre


(e) 32mm i/d weighing 3.47 kg/metre


(f) 32mm i/d weighing 7.24 kg/metre


(g) 25mm i/d weighing 6.20 kg/metre


(h) 20mm i/d weighing 4.46 kg/metre


(i) 15mm i/d weighing 3.47 kg/metre


30.83

(a) 15mm i/d lead pipe 1.49 kg/metre

thickness 2.7mm Each 2.75 18.75 3.00 19.00

(b) 20mm i/d lead pipe 2.48 kg/metre

thickness 3.2mm Each 2.75 27.25 3.00 27.50

(c) 15mm alkithene pipe inlet connection.

Each 1.80 8.25 1.95 8.40

30.84

(a) 100mm internal diameter. Each 20.10 119.00 22.00 120.90

(b) 75mm internal diameter. Each 16.70 94.85 18.30 96.45

(c) 50mm internal diameter. Each 13.40 68.90 14.70 70.20

(d) 40mm internal diameter. Each 10.00 50.00 11.00 51.00

(e) 32mm internal diameter. Each 7.00 40.75 7.50 41.25

(f) 25mm internal diameter. Each 7.00 34.75 7.50 35.25

Providing and fixing lead inlet connection

with brass union for flushing and warning

pipes complete in all respects.

Wiped Solder Joints

Providing wiped solder joints lead pipes

and brass fittings including cost of

jointing material.


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Description

2

30.85

(a) Size 75 mm x 75 mm Metre 5.00 7.50 5.50 8.00

(b) Size 150 mm x 150 mm Metre 8.60 12.60 9.40 13.40

(c) Size 75 mm x50 mm Metre 4.40 6.40 4.75 6.75

(d) Size 225 mm x225 mm Metre 14.50 20.50 15.90 21.90

30.86

(a) 100mm internal diameter. Metre 2.15 2.25

(b) 75mm internal diameter. Metre 1.85 1.95

(c) 50mm internal diameter. Metre 1.60 1.70

30.87

(a) 100mm internal diameter. Each 0.80 0.85

(b) 75mm internal diameter. Each 0.75 0.80

(c) 50mm internal diameter. Each 0.60 0.65

30.88




30.89




30.90

A With special quality paint

Dismantling H.C.I specials.

Cutting chase in brick walls in cement or

in floor for embedding G.I. or C.I pipes

lines and making good the same to its

original condition.

Dismantling H.C.I Soil pipes

Dismantling lead caulked joints of H.C.I

pipes including cost of fuel and tools.

Dismantling heavy flat iron clamps.

Painting H.C.I soil waste and vent pipes

and fitting with black bitumastic paint of

approved manufacture one coat on old

work.


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Description

2

(a) 100 mm i/d Metre 0.50 1.05 0.55 1.10

(b) 75 mm i/d Metre 0.37 0.75 0.40 0.80

(c) 50 mm i/d Metre 0.28 0.55 0.30 0.60

B

(a) 100 mm i/d Metre 0.50 0.85 0.55 0.90

(b) 75 mm i/d Metre 0.37 0.65 0.40 0.65

(c) 50 mm i/d Metre 0.28 0.47 0.30 0.50

30.91

A

(a) 100 mm i/d Metre 0.80 1.90 0.90 2.00

(b) 75 mm i/d Metre 0.60 1.40 0.65 1.45

(c) 50 mm i/d Metre 0.44 1.05 0.49 1.10

B

(a) 100 mm i/d Metre 0.80 1.50 0.90 1.60

(b) 75 mm i/d Metre 0.60 1.10 0.65 1.15

(c) 50 mm i/d Metre 0.44 0.85 0.49 0.90

30.92

(a) 100mm internal diameter. Metre 0.48 1.10 0.54 1.15

(b) 75mm internal diameter. Metre 0.35 0.80 0.40 0.85

(c) 50mm internal diameter. Metre 0.26 0.60 0.30 0.65

30.93 Painting H.C.I soil waste and vent pipes

and fitting with I.S.I marked quality

synthetic enamel paints in all shades on

existing or new work two coats paints

including rubbing etc.


and fitting with I.S.I marked quality

synthetic enamel paints in all shades on

old work one coat paint including rubbing

down old work.

With special quality paint


and fitting with black bitumastic paint of

approved manufacture two coats on new

work.

With I.S.I Marked Paint

With I.S.I Marked Paint


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Description

2




30.94




30.95




30.96

(a)

(i) 15mm internal diameter. Each 2.40 66.65 2.60 66.85

(ii) 20mm internal diameter. Each 2.40 85.60 2.60 85.80

(iii) 25mm internal diameter. Each 2.40 117.25 2.60 117.45

(iv) 32mm internal diameter. Each 2.40 174.20 2.60 174.40

(v) 40mm internal diameter. Each 2.40 256.40 2.60 256.60

(vi) 50 mm internal diameter. Each 2.40 382.90 2.60 383.10

With copper ball.

Internal Water Supply

Providing and fixing in position

automatic brass ball valves in tanks.


and fittings with superior quality

synthetic enamel paint in all shades on

existing or new work two coats paint

including cleaning rubbing etc.


and fittings with superior quality

synthetic enamel paint in all shades onold

work one coat paint including rubbing down

the old paint.


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Description

2

(b)

(i) 15mm internal diameter. Each 2.40 47.65 2.60 47.85

(ii) 20mm internal diameter. Each 2.40 66.65 2.60 66.85

(iii) 25mm internal diameter. Each 2.40 91.95 2.60 92.15

(iv) 32mm internal diameter. Each 2.40 123.60 2.60 123.80

(v) 40mm internal diameter. Each 2.40 161.50 2.60 161.70

(vi) 50 mm internal diameter. Each 2.40 231.10 2.60 231.30

30.97

(A)

(i) upto 275 litres capacity Each 160.00 164.50

(ii) More then 275 litres capacity Each 163.50 168.00

(B)

(i) upto 680 litres capacity Each 166.65 171.30

(ii) Greater then 680 litres capacity but

upto 910 litres capacity. Each 172.00 176.50

(iii) More then 910 litres capacity Each 173.00 177.50

Tanks made out of 3.00mm thick plates.

Tanks made out of 5.00mm thick plates.

Labour only for fixing in position mild

steel storage tanks (to be supplied by the

Engineer-in-charge Ex-public Health store)

including hosting etc. And carriage from

store to site of work complete with

providing and fixing 15mm or 20mm

internal diameter flanges for inlet and outlet,

25mm for over flow and 40mm for scour

pipe including 25mm brass perfcrated

mosquito proof cap for over flow and plug for

scour pipe and labour for making pipe

connections and small masonry supports

on the top of the roof where these tanks are

to be fixed complete in all respects

including cutting and making good the

walls and floors etc.

With Plastic ball


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Description

2

30.98

(a) 1800 litres capacity Each 248.50 262.70

(b) 3600 litres capacity Each 384.00 406.70

(c) 5400 litres capacity Each 510.00 540.00

(d) 7200 litres capacity Each 690.00 728.00

Note :-

30.99

Where masonry supports are not required

such as in case of Tanks to be plced on

independent masonary pillars instead of over

roof the rates of item 30.98 may be

correspondingly reduced as under:-

(i) Item 30.98 (a) @ 90.00 each

(ii) Item 30.98 (b) @ 135.00 each

(iii) Item 30.98 (c) @ 180.00 each

(iv) Item 30.98 (d) @ 270.00 each

DRAINAGE

Providing and fixing in position gully

traps fixed in cement concrete 1:4:8

complete with H.C.I. Grating 150mm x

150mm cast iron cover weighing

approximately 7.26 kg. And frame clear

opening 300mm x 300mm and out of side

size 330mm x 330mm and chamber

including cost of all bricks work in cement

morter 1:5 cement concrete 1:2:4 in

coping around C.I. cover and frame etc.

with three coats of black bitumastic

superior paint of approved manufacture on

all C.I. work as per standard design

minimum depth of water should be 150 mm

with a minimum seal 50mm.

Labour only for fixing in position pressed

steel storage tanks capacity as given

below (to be supplied by the Department Ex-

public Health store in unassembled

conditions) including carriage from stores

to site of works hoisting and placing the

tanks in position assembling, making inlet

outlet, scour and over flow connection

including providing and fixing in position

brass perforated cap for overflow and plug

for scour pipe and small masonry supports

on the roof where these tanks are to be fixed

complete in all respects including cutting

and making good the walls and floors etc.


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Description

2

(a) 100mm internal diameter S.W.gully

trap Each 19.50 179.00 21.50 181.00

(b) 100mm internal diameter H.C.I gully

trap Each 19.50 225.00 21.50 226.00

(c) 150mm internal diameter S.W.gully

trap Each 20.50 202.00 22.50 203.00

(d) 150mm internal diameter H.C.I.gully

trap Each 20.50 263.00 22.50 265.00

30.100

Each 7.30 126.15 8.00 126.85

30.101

Each 1.10 39.00 1.20 39.10

Providing and fixing in postion best

Indian make (To the approval of Engineer-

in-Charge) storage type automatic

electric water heater pressure / non

pressure type thermostatically controlled,

suitable for operation on 230 volts 50

cycles, single phase, vertical wall

mounting fitted with drawable and

adjustable type A.C the with emostat

thermostats knob to be readily

accessable through the opening of

suitable cover for adjustment of

temperature in the installed position of

heater and the


Indian make air purifier complete with

first change (as approved by the Engineer-

in-charge in metal container C.P brass).


make vitreous China ware white channel of

size 600 mmx150mm including laying and

fixing in cement concrete 1:2:4 complete as

per required by the Engineer-in-charge.

30.102


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Plains Area

Description

2

(a) 25 Liters capacity Each 47.50 1795.00 51.50 1799.00

(b) 35 Liters capacity Each 47.50 1973.50 51.50 1977.50

(c) 50 Liters capacity Each 47.50 2238.50 51.50 2242.50

30.103

Each 112.50 112.50

Extra over and above item No. 30.102 above

if the water heater is provided horizontally

instead of vertically.

thermostat should be with drawn without

having to drain the water electric heating

element made out of copper tube(heating

element should be easily removed and

replaced in the installed position of

heater) a neon indicator I Amp. inner

container made out of copper tinned both

from inside and outside outer container

made out of mild steel sheet finished in

gleaming white stove enamel paint

insulated between the inner and outer

with fibre glass wool with 1 meter length

of suitable capacity 3 core flexible cord

with plug and non-return valve

plastic/lead connections or pressure

release valve (Where required) complete

including fixing and testing for a week ( as

required by the Engineer-in-Charge) vertical

water heater.

30.102


Item No. Unit

1 3

31.01 A&B Deleted

31.01 C P.V.C. CASING AND CAPPING WIRING SYSTEM:

I. Wiring fan point in 1.5mm² copper conductor cable. Each

II. Wiring light point in 1.5mm² copper

conductor cable. Each

III. Wiring call bell point in 1.5mm² copper conductor cable

without push button and flexible wire but including teak

wood board for call bell. Each

IV. Wiring 3-pin 5Amp. Plug control comprising wall-socket,

kit-kat fuse unit and switch, including connecting the 3rd

pin by means of 2.0mm dia. bare copper wire.Each

V. Wiring 3-pin 5Amp. Wall-socket point in 1.5mm² copper

conductor cable including bonding to earth with 2.0mm

dia. bare copper wire. Each

VI. Wiring 3-pin 15Amp. Plug control comprising wall-socket,

kit-kat fuse unit and switch including connecting the 3rd

pin by means of 2.0mm dia. bare copper wire.Each

VII. Wiring light point in 1.5mm² copper conductor cable

without control switch. Each

VIII. Wiring light point in 1.5mm² copper conductor cable with

double control switches. Each

IX. Wiring in 1.5mm² copper conductor cable for bed control

switch upto ceiling-rose but without bed-switch and

flexible wire (ceiling-rose to be fixed 30cm above floor).Each

31.02 A&B Deleted

31.03 A Deleted

31.03 B RECESSED CONDUIT PIPE WIRING SYSTEM:

CHAPTER NO. 31

Description

2

Wiring in P.V.C. insulated copper conductor ISI marked cable

(Unsheathed) left bare in P.V.C. casing and capping including

all the P.V.C. accessories as required and Semi–recessed Teak-

wood boxes, covered with Brown-bakelite/ White-glazed

Translucent back side painted sheet cover 3mm thick to have

the control switches, wall-sockets and fan regulators etc.:-

Wiring in P.V.C. insulated copper conductor ISI marked

(Unsheathed) cable left bare in welded conduit pipe (1.6mm

thick) recessed in wall etc., complete with M.S. sheet box

(Sheet thickness 1.6mm) and of required design, size i.e. 10cm

x 10cm, 22.5cm x 10cm, 20cm x 25cm, fan box 18cm x 10cm

having weight 0.450kg minimum, 0.800kg minimum, 1.350kg

minimum and fan box 0.950kg minimum (Weight without M.S.

Sheet cover) respectively each 60mm deep except fan box

having depth 10cm covered with 1.6mm thick M.S. sheet fixed

with screws, machine fabricated, spot welded,with knock-outs

corner pieces (3mm thick M.S. sheet duly threaded hole

suitable to fix the box cover sheet) welded 3mm deep from the

edge of the box, all boxes duly primer coated allaround and

provided with an earth stud for having fan regulators, wall-

sockets and switches etc.,and covered


Item No. Unit

1 3

Description

2

31.03B

I. a. Wiring fan point in 1.5mm² copper conductor cable. Each

b. Wiring fan point with M.S. fan box in 1.5mm² copper




III. Wiring call-bell point in 1.5mm² copper conductor cable.

Each

IV. Wiring 3-pin 5Amp. wall-socket point in 1.5mm² copper

conductor cable complete with bonding to existing earth

with 1mm² PVC insulated multistrand (FR) unsheathed

copper wire. Each

V. Wiring 3-pin 5Amp. plug control comprising wall-socket

kit-kat fuse unit and switch including bonding to existing

earth with 1mm² PVC insulated multistrand (FR)

unsheathed copper wire. Each

VI. Wiring 3-pin 15Amp. plug control comprising wall-socket,

kit-kat fuse unit and switch including bonding to earth

with 4mm² G.I. stranded wire. Each

VII. Wiring light point in 1.5mm² copper conductor cable






flexible wire. Each

31.04 A Deleted

31.04 B SURFACE CONDUIT PIPE WIRING SYSTEM:

I. Wiring fan point in 1.5mm² copper conductor cable. Each



III. Wiring call-bell point in 1.5mm² copper conductor cable.

Each

IV. Wiring 3-pin 5Amp. wall-socket point in 1.5mm² copper

conductor cable including bonding to existing earth with

1mm² PVC insulated multistrand (FR) unsheathed

copper wire. Each

V. Wiring 3-pin 5Amp. plug control comprising wall-socket,

kit-kat fuse unit and switch including bonding to existing

earth with 1mm² PVC insulated multistrand (FR)

unsheathed copper wire. Each

with Brown-bakelite/ White-glazed/ Transluscent back side

painted sheet (3mm thick ) with matching colour of the

surroundings and flush/ piano type switches, wall-sockets and

ceiling-roses etc., including cost of cutting and filling up of

chases :-

Wiring in P.V.C. insulated copper conductor ISI marked cable

(Unsheathed) left bare in Heavy gauge welded conduit pipe

(1.6mm thick) installed on surface complete with

Semi–recessed Teak-wood boxes with Brown-bakelite/ White-

glazed or Translucent back side painted sheet cover 3mm thick

to have the control switches, wall-sockets and fan regulators

etc., including painting as required:-


Item No. Unit

1 3

Description

2

VI. Wiring 3-pin 15Amp. plug control comprising wall-socket,

kit-kat fuse unit and switch including bonding to earth

with 4mm² G.I. stranded wire. Each

31.04B VII. Wiring light point in 1.5mm² copper conductor cable






flexible wire. Each

31.05 DISMANTLING WIRING POINTS:

I. Light, fan or call-bell point. Each

II. Wall socket point. Each

31.06 A Deleted

31.06 B MAINS & SUB-MAINS IN P.V.C CASING

& CAPPING:

I. Cable size 1.5mm² copper conductor. Metre

II. Cable size 2.5mm² copper conductor. Metre

III. Cable size 4mm² copper conductor. Metre

IV. Cable size 6mm² copper conductor. Metre

V. Cable size 10mm² copper conductor. Metre

VI. Cable size 16mm² copper conductor. Metre

VII. Cable size 25mm² (7/ 2.24mm). Metre

VIII. Supply & erection of P.V.C. casing and capping as

required. Metre

31.07 A&B Deleted

31.08 A Deleted

31.08 B P.V.C INSULATED (Unsheathed) COPPER

CONDUCTOR CABLES:

I. Cable Size 1.5mm² copper conductor 1100 volts grade. Metre

II. Cable Size 2.5mm² copper conductor 1100 volts grade. Metre

III. Cable Size 4mm² copper conductor 1100 volts grade. Metre

IV. Cable Size 6mm² copper conductor 1100 volts grade. Metre

V. Cable Size 10mm² copper conductor 1100 volts grade. Metre

VI. Cable Size 16mm² copper conductor 1100 volts grade. Metre

31.09 A Deleted

31.09 B PVC INSULATED POLYTHENE SHEATHED AND PVC

INSULATED PVC SHEATHED CABLES.

Supply & erection of P.V.C. insulated single core cable with ISI

marked copperconductor (Unsheathed) left bare in pipe or

casing of suitable size excluding the cost of supply & erection

of pipe or casing:-

Dismantling old wiring points (not recessed) including

necessary repairs to wall etc.:

Wiring of mains & sub-mains in two single core P.V.C. insulated

with copper conductor ISI marked cables (Unsheathed) left bare

overall 1100volts grade in P.V.C. casing & capping including

painting etc., as required:-


Item No. Unit

1 3

Description

2

Supply and erection of PVC insulated polythene

sheathed and PVC insulated PVC sheathed copper

conducter ISI marked single core cable in pipe etc.

of suitable size excluding the cost & erection of pipe

etc.

(i) to (vi) Deleted

31.09 Vii PVC insulated PVC sheathed copper conducter

single core cable size 1.5mm2 1100 volts grade. Metre

Viii. PVC insulated PVC sheathed copper conducter

single core cable size 2.5mm2 100 volts grade. Metre

IX. PVC insulated PVC sheathed copper conducter

single core cable size 4mm2 1100 volts grade.Metre

(X) to

(XV)

Deleted

31.10

31.10 A P.V.C. INSULATED ARMOURED CABLES (UNDER

GROUND):

I. Aluminium conductor P.V.C. insulated armoured and

served cable working voltage 1100volts grade

(twin core) 2.5mm². Metre

II. Aluminium conductor P.V.C. insulated armoured and

served cable working voltage 1100volts grade (twin

core) 4mm². Metre

III. Aluminium conductor P.V.C. insulated armoured and

served cable working voltage 1100volts grade (twin

core) 6mm². Metre

IV. Aluminium conductor P.V.C. insulated armoured and


(twin core) 10mm². Metre

V. Aluminium conductor P.V.C. insulated armoured and



VI. Aluminium conductor P.V.C. insulated armoured and



VII. Aluminium conductor P.V.C. insulated armoured and



VIII. Aluminium conductor P.V.C. insulated armoured and



IX. Aluminium conductor P.V.C. insulated armoured and


(3core) 2.5mm². Metre

Supply & laying of aluminium conductor P.V.C. insulated

armoured and served cable to be laid 1m below ground level

including excavation, sand cushioning, covering with sand &

bricks and back filling the trench etc., of the required size:-

LAYING OF UNDER GROUND CABLES:


Item No. Unit

1 3

Description

2

X. Aluminium conductor P.V.C. insulated armoured and


(3core) 4mm². Metre

XI. Aluminium conductor P.V.C. insulated armoured and



XII. Aluminium conductor P.V.C. insulated armoured and



31.10 (A) XIII. Aluminium conductor P.V.C. insulated armoured and


(3core)16mm². Metre

XIV. Aluminium conductor P.V.C. insulated armoured and



XV. Aluminium conductor P.V.C. insulated armoured and



XVI. Aluminium conductor P.V.C. insulated armoured and



XVII. Aluminium conductor P.V.C. insulated armoured and



XVIII. Aluminium conductor P.V.C. insulated armoured and



XIX. Aluminium conductor P.V.C. insulated armoured and



XX. Aluminium conductor P.V.C. insulated armoured and



XXI. Aluminium conductor P.V.C. insulated armoured and



XXII. Aluminium conductor P.V.C. insulated armoured and



XXIII. Aluminium conductor P.V.C. insulated armoured and



XXIV. Aluminium conductor P.V.C. insulated armoured and



XXV. Aluminium conductor P.V.C. insulated armoured and



XXVI. Aluminium conductor P.V.C. insulated armoured and


(3½ core) 25mm². Metre

XXVII. Aluminium conductor P.V.C. insulated armoured and




Item No. Unit

1 3

Description

2

XXVIII. Aluminium conductor P.V.C. insulated armoured and



XXIX. Aluminium conductor P.V.C. insulated armoured and

served cable working voltage 1100volts grade (3½

core) 70mm². Metre

XXX. Aluminium conductor P.V.C. insulated armoured and



31.10 (A) XXXI. Aluminium conductor P.V.C. insulated armoured and



XXXII. Aluminium conductor P.V.C. insulated armoured and

served cable working voltage 1100volts grade (3½

core) 150mm². Metre

XXXIII. Aluminium conductor P.V.C. insulated armoured and


(3½core) 185mm². Metre

XXXIV. Aluminium conductor P.V.C. insulated armoured and



XXXV. Aluminium conductor P.V.C. insulated armoured and



XXXVI. Aluminium conductor P.V.C. insulated armoured and



XXXVII. Aluminium conductor P.V.C. insulated armoured and



XXXVIII. Aluminium conductor P.V.C. insulated armoured and



XXXIX. Aluminium conductor P.V.C. insulated armoured and



XL. Aluminium conductor P.V.C. insulated armoured and



XLI. Aluminium conductor P.V.C. insulated armoured and



XLII. Aluminium conductor P.V.C. insulated armoured and



31.10 B P.V.C. INSULATED ARMOURED CABLES (LOOSE-IN

THE EXISTING TRENCH OR PIPE):

I. Aluminium conductor P.V.C. insulated armoured and



Supply & laying of aluminium conductor P.V.C. insulated

armoured and served cable to be laid loose in the existing

trench or pipe:-


Item No. Unit

1 3

Description

2

II. Aluminium conductor P.V.C. insulated armoured and



III. Aluminium conductor P.V.C. insulated armoured and



IV. Aluminium conductor P.V.C. insulated armoured and



31.10 (B) V. Aluminium conductor P.V.C. insulated armoured and



VI. Aluminium conductor P.V.C. insulated armoured and



VII. Aluminium conductor P.V.C. insulated armoured and



VIII. Aluminium conductor P.V.C. insulated armoured and



IX. Aluminium conductor P.V.C. insulated armoured and



X. Aluminium conductor P.V.C. insulated armoured and



XI. Aluminium conductor P.V.C. insulated armoured and



XII. Aluminium conductor P.V.C. insulated armoured and



XIII. Aluminium conductor P.V.C. insulated armoured and


(3core)16mm². Metre

XIV. Aluminium conductor P.V.C. insulated armoured and



XV. Aluminium conductor P.V.C. insulated armoured and



XVI. Aluminium conductor P.V.C. insulated armoured and



XVII. Aluminium conductor P.V.C. insulated armoured and



XVIII. Aluminium conductor P.V.C. insulated armoured and



XIX. Aluminium conductor P.V.C. insulated armoured and




Item No. Unit

1 3

Description

2

XX. Aluminium conductor P.V.C. insulated armoured and



XXI. Aluminium conductor P.V.C. insulated armoured and



XXII. Aluminium conductor P.V.C. insulated armoured and



31.10 (B) XXIII. Aluminium conductor P.V.C. insulated armoured and



XXIV. Aluminium conductor P.V.C. insulated armoured and



XXV. Aluminium conductor P.V.C. insulated armoured and



XXVI. Aluminium conductor P.V.C. insulated armoured and



XXVII. Aluminium conductor P.V.C. insulated armoured and



XXVIII. Aluminium conductor P.V.C. insulated armoured and



XXIX. Aluminium conductor P.V.C. insulated armoured and



XXX. Aluminium conductor P.V.C. insulated armoured and



XXXI. Aluminium conductor P.V.C. insulated armoured and



XXXII. Aluminium conductor P.V.C. insulated armoured and



XXXIII. Aluminium conductor P.V.C. insulated armoured and



XXXIV. Aluminium conductor P.V.C. insulated armoured and



XXXV. Aluminium conductor P.V.C. insulated armoured and



XXXVI. Aluminium conductor P.V.C. insulated armoured and



XXXVII. Aluminium conductor P.V.C. insulated armoured and




Item No. Unit

1 3

Description

2

XXXVIII. Aluminium conductor P.V.C. insulated armoured and



XXXIX. Aluminium conductor P.V.C. insulated armoured and



XL. Aluminium conductor P.V.C. insulated armoured and



31.10 (B) XLI. Aluminium conductor P.V.C. insulated armoured and



XLII. Aluminium conductor P.V.C. insulated armoured and



31.10 C P.V.C. INSULATED UN-ARMOURED CABLES (ON

SURFACE):

I. P.V.C. insulated P.V.C. sheathed aluminium

conductor un-armoured (Twin core) cable of

size 2.5mm². Metre

II. P.V.C. insulated P.V.C. sheathed aluminium


size 4mm². Metre

III. P.V.C. insulated P.V.C. sheathed aluminium


size 6mm². Metre

IV. P.V.C. insulated P.V.C. sheathed aluminium


size 10mm². Metre

V. P.V.C. insulated P.V.C. sheathed aluminium


size 16mm². Metre

VI. P.V.C. insulated P.V.C. sheathed aluminium


size 25mm². Metre

VII. P.V.C. insulated P.V.C. sheathed aluminium


size 35mm². Metre

VIII. P.V.C. insulated P.V.C. sheathed aluminium


size 50mm². Metre

IX. P.V.C. insulated P.V.C. sheathed aluminium

conductor un-armoured (3core) cable of

size 2.5mm². Metre

X. P.V.C. insulated P.V.C. sheathed aluminium


size 4mm². Metre

XI. P.V.C. insulated P.V.C. sheathed aluminium


size 6mm². Metre

Supply and laying of P.V.C. insulated P.V.C. sheathed

aluminium conductor un-armoured cable working voltage upto

and including 1100volts grade (on surface) as required:-


Item No. Unit

1 3

Description

2

XII. P.V.C. insulated P.V.C. sheathed aluminium


size 10mm². Metre

XIII. P.V.C. insulated P.V.C. sheathed aluminium


size 16mm². Metre

XIV. P.V.C. insulated P.V.C. sheathed aluminium


size 25mm². Metre

31.10C XV. P.V.C. insulated P.V.C. sheathed aluminium


size 35mm². Metre

XVI. P.V.C. insulated P.V.C. sheathed aluminium


size 50mm². Metre

XVII. P.V.C. insulated P.V.C. sheathed aluminium


size 70mm². Metre

XVIII. P.V.C. insulated P.V.C. sheathed aluminium


size 95mm². Metre

XIX. P.V.C. insulated P.V.C. sheathed aluminium


size 120mm². Metre

XX. P.V.C. insulated P.V.C. sheathed aluminium


size 150mm². Metre

XXI. P.V.C. insulated P.V.C. sheathed aluminium


size 185mm². Metre

XXII. P.V.C. insulated P.V.C. sheathed aluminium


size 225mm². Metre

XXIII. P.V.C. insulated P.V.C. sheathed aluminium


size 240mm². Metre

XXIV. P.V.C. insulated P.V.C. sheathed aluminium


size 300mm². Metre

XXV. P.V.C. insulated P.V.C. sheathed aluminium


size 400mm². Metre

XXVI. P.V.C. insulated P.V.C. sheathed aluminium

conductor un-armoured (3½core) cable of

size 25mm². Metre

XXVII. P.V.C. insulated P.V.C. sheathed aluminium


size 35mm². Metre

XXVIII. P.V.C. insulated P.V.C. sheathed aluminium


size 50mm². Metre

XXIX. P.V.C. insulated P.V.C. sheathed aluminium


size 70mm². Metre


Item No. Unit

1 3

Description

2

XXX. P.V.C. insulated P.V.C. sheathed aluminium


size 95mm². Metre

XXXI. P.V.C. insulated P.V.C. sheathed aluminium


size 120mm². Metre

XXXII. P.V.C. insulated P.V.C. sheathed aluminium


size 150mm². Metre

31.10C XXXIII. P.V.C. insulated P.V.C. sheathed aluminium


size 185mm². Metre

XXXIV. P.V.C. insulated P.V.C. sheathed aluminium


size 225mm². Metre

XXXV. P.V.C. insulated P.V.C. sheathed aluminium


size 240mm². Metre

XXXVI. P.V.C. insulated P.V.C. sheathed aluminium


size 300mm². Metre

XXXVII. P.V.C. insulated P.V.C. sheathed aluminium


size 400mm². Metre

XXXVIII. P.V.C. insulated P.V.C. sheathed aluminium


size 2.5mm². Metre

XXXIX. P.V.C. insulated P.V.C. sheathed aluminium


size 4mm². Metre

XL. P.V.C. insulated P.V.C. sheathed aluminium


size 6mm². Metre

XLI. P.V.C. insulated P.V.C. sheathed aluminium


size 10mm². Metre

XLII. P.V.C. insulated P.V.C. sheathed aluminium


size 16mm². Metre

XLIII. P.V.C. insulated P.V.C. sheathed aluminium


size 25mm². Metre

XLIV. P.V.C. insulated P.V.C. sheathed aluminium


size 35mm². Metre

XLV. P.V.C. insulated P.V.C. sheathed aluminium


size 50mm². Metre

31.10 D P.V.C. INSULATED UN-ARMOURED CABLE (LOOSE-

IN THE EXISTING TRENCH OR PIPE):

31.10D Supply and laying of aluminium conductor P.V.C. insulated

P.V.C. sheathed un-armoured cable to be laid loose-in the

existing trench or pipe:


Item No. Unit

1 3

Description

2

I. Aluminium conductor P.V.C. insulated P.V.C. sheathed

un-armoured cable working voltage 1100volts grade


II. Aluminium conductor P.V.C. insulated P.V.C. sheathed



III. Aluminium conductor P.V.C. insulated P.V.C. sheathed



31.10D IV. Aluminium conductor P.V.C. insulated P.V.C. sheathed



V. Aluminium conductor P.V.C. insulated P.V.C. sheathed



VI. Aluminium conductor P.V.C. insulated P.V.C. sheathed



VII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



VIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



IX. Aluminium conductor P.V.C. insulated P.V.C. sheathed



X. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XI. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XIV. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XV. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XVI. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XVII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XVIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed




Item No. Unit

1 3

Description

2

XIX. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XX. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXI. Aluminium conductor P.V.C. insulated P.V.C. sheathed



31.10D XXII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXIV. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXV. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXVI. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXVII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXVIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXIX. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXX. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXXI. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXXII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXXIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXXIV. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXXV. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXXVI. Aluminium conductor P.V.C. insulated P.V.C. sheathed




Item No. Unit

1 3

Description

2

XXXVII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXXVIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XXXIX. Aluminium conductor P.V.C. insulated P.V.C. sheathed



31.10D XL. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XLI. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XLII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XLIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XLIV. Aluminium conductor P.V.C. insulated P.V.C. sheathed



XLV. Aluminium conductor P.V.C. insulated P.V.C. sheathed



31.10 E P.V.C INSULATED ARMOURED CABLE (ON

SURFACE):


conductor armoured (Twin core) cable of

size 2.5mm². Metre



size 4mm². Metre



size 6mm². Metre



size 10mm². Metre



size 16mm². Metre



size 25mm². Metre



size 35mm². Metre


aluminium conductor armoured cable working voltage upto and

including 1100volts grade (on surface) as required:-


Item No. Unit

1 3

Description

2



size 50mm². Metre

IX. P.V.C. insulated P.V.C. sheathed aluminium conductor

armoured (3core) cable of size 2.5mm². Metre

X. P.V.C. insulated P.V.C. sheathed aluminium conductor

armoured (3core) cable of size 4mm². Metre

XI. P.V.C. insulated P.V.C. sheathed aluminium conductor


XII. P.V.C. insulated P.V.C. sheathed aluminium conductor


31.10E XIII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XIV. P.V.C. insulated P.V.C. sheathed aluminium conductor


XV. P.V.C. insulated P.V.C. sheathed aluminium conductor


XVI. P.V.C. insulated P.V.C. sheathed aluminium conductor


XVII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XVIII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XIX. P.V.C. insulated P.V.C. sheathed aluminium conductor


XX. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXI. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXIII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXIV. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXV. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXVI. P.V.C. insulated P.V.C. sheathed aluminium conductor

armoured (3½core) cable of size 25mm². Metre

XXVII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXVIII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXIX. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXX. P.V.C. insulated P.V.C. sheathed aluminium conductor




size 120mm². Metre



size 150mm². Metre


Item No. Unit

1 3

Description

2

XXXIII. P.V.C. insulated P.V.C. sheathed aluminium


size 185mm². Metre



size 225mm². Metre



size 240mm². Metre



size 300mm². Metre

31.10E XXXVII. P.V.C. insulated P.V.C. sheathed aluminium


size 400mm². Metre

XXXVIII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXXIX. P.V.C. insulated P.V.C. sheathed aluminium conductor


XL. P.V.C. insulated P.V.C. sheathed aluminium conductor


XLI. P.V.C. insulated P.V.C. sheathed aluminium conductor


XLII. P.V.C. insulated P.V.C. sheathed aluminium conductor


31.10 F P.V.C INSULATED ARMOURED CABLE (FLUSHED):



size 2.5mm². Metre



size 4mm². Metre



size 6mm². Metre



size 10mm². Metre



size 16mm². Metre



size 25mm². Metre



size 35mm². Metre



size 50mm². Metre


aluminium conductor armoured cable working voltage upto and

including 1100volts grade (flushed in wall) etc. including the

cost of cutting & filling chases as required:-


Item No. Unit

1 3

Description

2

IX. P.V.C. insulated P.V.C. sheathed aluminium conductor


X. P.V.C. insulated P.V.C. sheathed aluminium conductor


XI. P.V.C. insulated P.V.C. sheathed aluminium conductor


XII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XIII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XIV. P.V.C. insulated P.V.C. sheathed aluminium conductor


31.10F XV. P.V.C. insulated P.V.C. sheathed aluminium conductor


XVI. P.V.C. insulated P.V.C. sheathed aluminium conductor


XVII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XVIII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XIX. P.V.C. insulated P.V.C. sheathed aluminium conductor


XX. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXI. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXIII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXIV. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXV. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXVI. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXVII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXVIII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXIX. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXX. P.V.C. insulated P.V.C. sheathed aluminium conductor




size 120mm². Metre



size 150mm². Metre

XXXIII. P.V.C. insulated P.V.C. sheathed aluminium


size 185mm². Metre


Item No. Unit

1 3

Description

2



size 225mm². Metre



size 240mm². Metre



size 300mm². Metre

XXXVII. P.V.C. insulated P.V.C. sheathed aluminium


size 400mm². Metre

31.10F XXXVIII. P.V.C. insulated P.V.C. sheathed aluminium conductor


XXXIX. P.V.C. insulated P.V.C. sheathed aluminium conductor


XL. P.V.C. insulated P.V.C. sheathed aluminium conductor


XLI. P.V.C. insulated P.V.C. sheathed aluminium conductor


XLII. P.V.C. insulated P.V.C. sheathed aluminium conductor


31.11 PIPES & FLEXIBLE PIPES:

I. Galvanised iron pipe 15mm dia. (On surface). Metre

II. Galvanised iron pipe 20mm dia. (On surface). Metre

III. Galvanised iron pipe 25mm dia. (On surface). Metre

IV. Galvanised iron pipe 32mm dia. (On surface). Metre

V. Galvanised iron pipe 40mm dia. (On surface). Metre

VI. Galvanised iron pipe 50mm dia. (On surface). Metre

VII. Galvanised iron pipe 15mm dia. (Flushed). Metre

VIII. Galvanised iron pipe 20mm dia. (Flushed). Metre

IX. Galvanised iron pipe 25mm dia. (Flushed). Metre

X. Galvanised iron pipe 32mm dia. (Flushed). Metre

XI. Galvanised iron pipe 40mm dia. (Flushed). Metre

XII. Galvanised iron pipe 50mm dia. (Flushed). Metre

XIII. Heavy gauge welded conduit pipe (1.60mm thick) 20mm

dia . (on surface). Metre

XIV. Heavy gauge welded conduit pipe (1.60mm thick) 25mm

dia. (on surface). Metre

XV. Heavy gauge welded conduit pipe (1.60mm thick) 32mm


XVI. Heavy gauge welded conduit pipe (2.00mm thick) 40mm


XVII. Heavy gauge welded conduit pipe (2.00mm thick) 50mm

dia . (on surface). Metre

XVIII. Heavy gauge welded conduit pipe (1.60mm thick) 20mm

dia . (flushed). Metre

XIX. Heavy gauge welded conduit pipe (1.60mm thick) 25mm

dia. (flushed). Metre

Supply & erection of pipe for wiring purposes including bends,

inspection boxes etc., where necessary including painting as

required:-


Item No. Unit

1 3

Description

2

XX. Heavy gauge welded conduit pipe (1.60mm thick) 32mm


XXI. Heavy gauge welded conduit pipe (2.00mm thick) 40mm

dia . (flushed). Metre

XXII. Heavy gauge welded conduit pipe (2.00mm thick) 50mm


XXIII. Galvanised iron flexible pipe complete with sockets,

nipples & check-nuts etc., at both ends (upto

1metre) :-

a. Size 15mm dia. Metre

b. Size 20mm dia. Metre

c. Size 25mm dia. Metre

d. Size 32mm dia. Metre

31.11 e. Size 40mm dia. Metre

f. Size 50mm dia. Metre

g. Supply and erection of galvanised iron flexible pipe

15mm dia. (As additional length). Metre

h. Supply and erection of galvanised iron flexible pipe


i. Supply and erection of galvanised iron flexible pipe


j. Supply and erection of galvanised iron flexible pipe


k. Supply and erection of galvanised iron flexible pipe


l. Supply and erection of galvanised iron flexible pipe


XXIV. Supply and Erection of flexible/pliable non-metallic

conduit complete with compression glands, having

locking arrangement, check-nuts as required upto

½metre length:-




XXV. Supply and erection of flexible/ pliable non-metallic

conduit without compression glands and check nuts

(As additional length beyond ½metre):-




31.12

Supply and erection of sheet metal/ iron clad switch on existing

surface with G.I. bolts & nuts/ rag bolts and nuts etc.,

according to the size of holes in the body of the switch

including bonding to the existing earth :-

SHEET METAL/IRON CLAD SWITCHES :


Item No. Unit

1 3

Description

2

I. Sheet metal/ iron clad double pole switch 16Amp.

240volts. Each

II. Sheet metal/ iron clad double pole switch 32Amp.

240volts. Each

III. Sheet metal/ iron clad double pole switch 63Amp.

240volts. Each

IV. Sheet metal/ iron clad double pole switch 16Amp.

415volts. Each

V. Sheet metal/ iron clad double pole switch 32Amp.

415volts. Each

VI. Sheet metal/ iron clad double pole switch 63Amp.

415volts. Each

VII. Sheet metal/ iron clad double pole switch 100Amp.

415volts. Each

31.12 VIII. Sheet metal/ iron clad double pole switch 200Amp.

415volts. Each

IX. Sheet metal/ iron clad triple pole switch 16Amp.

415volts. Each

X. Sheet metal/ iron clad triple pole switch 32Amp.

415volts. Each

XI. Sheet metal/ iron clad triple pole switch 63Amp.

415volts. Each

XII. Sheet metal/ iron clad triple pole switch 100Amp.

415volts. Each

XIII. Sheet metal/ iron clad triple pole switch 200Amp.

415volts. Each

XIV. Sheet metal/ iron clad triple pole switch 320Amp.

415volts. Each

XV. Sheet metal/ iron clad triple pole switch 400Amp.

415volts. Each

XVI to

XVIII

Deleted

XIX Sheet metal/ iron clad triple pole switch with neutral -link

16Amp. 415volts. Each

XX. Sheet metal/ iron clad triple pole switch with neutral -link


XXI. Sheet metal/ iron clad triple pole switch with neutral -link


XXII. Sheet metal/ iron clad triple pole switch with neutral -link


XXIII. Sheet metal/ iron clad triple pole switch with neutral -link


XXIV. Sheet metal/ iron clad triple pole switch with neutral -link


XXV. Sheet metal/ iron clad triple pole switch with neutral -link


31.13

I. Sheet metal/ iron clad double pole change-over switch


Supply and erection of sheet metal/ iron clad change–over

switch on existing surface with G.I. bolts & nuts/rag bolts and

nuts etc., according to the size of holes in the body of the

switch including bonding to the existing earth :-

SHEET METAL/ IRON CLAD CHANGE-OVER SWITCH :


Item No. Unit

1 3

Description

2

II. Sheet metal/ iron clad double pole change-over switch


III. Sheet metal/ iron clad double pole change-over switch


IV. Sheet metal/ iron clad double pole change-over switch


V. Sheet metal/ iron clad double pole change-over switch


VI. Sheet metal/ iron clad triple pole change-over switch


VII. Sheet metal/ iron clad triple pole change-over switch


VIII. Sheet metal/ iron clad triple pole change-over switch


31.13 IX. Sheet metal/ iron clad triple pole change-over switch


X. Sheet metal/ iron clad triple pole change-over switch


XI. Sheet metal/ iron clad triple pole change-over switch


XII. Sheet metal/ iron clad triple pole change-over switch


XIII. Sheet metal/ iron clad triple pole change-over switch


XIV. Sheet metal/ iron clad four pole change-over switch


XV. Sheet metal/ iron clad four pole change-over switch


XVI. Sheet metal/ iron clad four pole change-over switch


XVII. Sheet metal/ iron clad four pole change-over switch


XVIII. Sheet metal/ iron clad four pole change-over switch


XIX. Sheet metal/ iron clad four pole change-over switch


XX. Sheet metal/ iron clad four pole change-over switch


XXI. Sheet metal/ iron clad four pole change-over switch


31.14

I. Iron clad Air circuit-breaker manually operated (fixed

type) 800Amp. 415volts equipped with D.N.-1 magneto-

thermal release C.T.'s and 6 N.O. x 6 N.C. auxiliary

contacts complete. Each

IRON CLAD AIR CIRCUIT-BREAKERS:

Supply & erection of iron clad Air circuit breaker on the

existing industrial panel, including bonding to the existing

earth with suitable glands and making necessary connections

as required by the Engineer-in-Charge at site :-


Item No. Unit

1 3

Description

2

II. Iron clad Air circuit-breaker manually operated (Draw-out

type) with craddle 800Amp. 415volts equipped with D.N.-

1 magneto-thermal release C.T.'s and 6 N.O. x 6 N.C.

auxiliary contacts and 18way secondary isolating


III. Iron clad Air circuit-breaker manually operated (fixed

type) 1000Amp. 415volts equipped with D.N.-1 magneto-

thermal release C.T.'s and 6 N.O. x 6 N.C. auxiliary


IV. Iron clad Air circuit-breaker manually operated (Draw-out

type) with craddle 1000Amp. 415volts equipped with

D.N.-1 magneto-thermal release C.T.'s and 6 N.O. x 6

N.C. auxiliary contacts and 18way secondary isolating


31.15

31.16

31.16 I. Miniature circuit breaker single pole 5, 7.5, 10, 15, 16,

20, 25 and 30Amp. suitable for 240/415volts 50cycles

A.C. supply. Each

II. Miniature circuit breaker single pole 32Amp. suitable for

240/415volts 50cycles A.C. supply. Each

III. Miniature circuit breaker single pole 40, 50, 63Amp.

suitable for 240/415volts 50cycles A.C. supply. Each

IV. Miniature circuit breaker single pole with neutral

link 32Amp. suitable for 240/415volts 50cycles

A.C.supply. Each

V. Miniature circuit breaker single pole with neutral link 40,

50, 63Amp. suitable for 240/415volts 50cycles A.C.

supply. Each

VI. Miniature circuit breaker double pole 5, 7.5, 10, 15, 16,

20, 25 and 30Amp. suitable for 240/415volts 50cycles

A.C. supply. Each

VII. Miniature circuit breaker double pole 32Amp. suitable for


VIII. Miniature circuit breaker double pole 40, 50, 63Amp.


IX. Miniature circuit breaker triple pole 5, 7.5, 10, 15, 16,

20,25 and 30Amp. suitable for 240/415volts 50cycles

A.C. supply. Each

X. Miniature circuit breaker triple pole 32Amp. suitable for


XI. Miniature circuit breaker triple pole 40, 50, 63Amp.


XII. Miniature circuit breaker triple pole with neutral link 5,

7.5, 10, 15, 16, 20, 25 and 30Amp. suitable for


XIII. Miniature circuit breaker triple pole with neutral

link 32Amp. suitable for 240/415volts 50cycles

A.C.supply. Each

XIV. Miniature circuit breaker triple pole with neutral link 40,

50, 63Amp. suitable for 240/415volts 50cycles A.C.

supply. Each

Supply and erection of Miniature circuit breaker/Isolator,

including connections etc:-

Deleted

MINIATURE CIRCUIT BREAKERS/ ISOLATORS:


Item No. Unit

1 3

Description

2

XV. Miniature circuit breaker/ isolator single pole 32Amp.

suitable for 240/415volts 50cycles A.C.supply. Each

XVI. Miniature circuit breaker/ isolator single pole 63Amp.


XVII. Miniature circuit breaker/ isolator single pole 100Amp.


XVIII. Miniature circuit breaker/ isolator double pole 32Amp.


XIX. Miniature circuit breaker/ isolator double pole 63Amp.


XX. Miniature circuit breaker/ isolator double

pole 100Amp. suitable for 240/415volts 50cycles

A.C.supply. Each

XXI. Miniature circuit breaker/ isolator triple pole 32Amp.


XXII. Miniature circuit breaker/ isolator triple pole 63Amp.


XXIII. Miniature circuit breaker/ isolator triple pole 100Amp.


31.16 XXIV. Miniature circuit breaker/ isolator four pole 32Amp.


XXV. Miniature circuit breaker/ isolator four pole 63Amp.


XXVI. Miniature circuit breaker/ isolator four pole 100Amp.


31.17

I. Sheet metal S.P. & N. distribution Board (dust protected)

provided with bus-bar, neutral-link and din-bar, suitable

for incorporating M.C.B.'s/Isolators, single pole oneway

each. Each

II. Sheet metal S.P. & N. distribution Board (dust protected)


for incorporating M.C.B.'s/Isolators, double pole oneway

each. Each

III. Sheet metal S.P. & N. distribution Board (dust protected)


for incorporating M.C.B.'s/Isolators, triple/ four pole

oneway each. Each

IV. Sheet metal S.P. & N. distribution Board (dust protected)


for incorporating M.C.B.'s/Isolators, 4way each.

Each

V. Sheet metal S.P. & N. distribution Board (dust protected)



Each

SHEET METAL DISTRIBUTION BOARDS FOR (M.C.B'S/

ISOLATOR'S ) :

Supply and erection of sheet metal Distribution boards of

suitable size and of required number of ways for mounting

miniature circuit breakers/ Isolators including connections and

bonding to the existing earth:-


Item No. Unit

1 3

Description

2

VI. Sheet metal S.P. & N. distribution Board (dust protected)



Each

VII. Sheet metal S.P. & N. distribution Board (dust protected)



Each

VIII. Sheet metal S.P. & N. distribution Board

(dust protected provided with bus-bar, neutral-link and

din-bar, suitable for incorporating M.C.B.'s/Isolators,

16way each. Each

IX. Sheet metal T.P. & N. distribution Board (dust protected)


for incorporating S.P./ S.P. & N Isolators or cubical

switch for incoming and single pole M.C.B's for out going

4way each. Each

X. Sheet metal T.P. & N. distribution Board (dust protected)




6way each. Each

31.17 XI. Sheet metal T.P. & N. distribution Board (dust protected)




8way each. Each

XII. Sheet metal T.P. & N. distribution Board (dust protected)




12way each Each

XIII. Sheet metal T.P. & N. (vertical design) distribution Board

(dust protected) provided with bus-bar, neutral-link and

din-bar, suitable for incorporating S.P./ S.P. & N., D.P. or

T.P&N.- M.C.B‟s/ Isolators 4way each. Each

XIV. Sheet metal T.P. & N. (vertical design) distribution Board


din-bar, suitable for incorporating S.P./ S.P. & N., D.P. or


XV. Sheet metal T.P. & N. (vertical design) distribution Board


din-bar, suitable for incorporating S.P./S.P. & N., D.P. or


XVI. Sheet metal plug and socket distribution board single

pole and neutral enclosure with a two-pin and earth plug-

socket to incorporate one single pole M.C.B. 10Amp.

Each

XVII. Sheet metal plug and socket distribution board single

pole and neutral enclosure with a two-pin and earth plug-

socket to incorporate one single pole M.C.B. 20Amp.

Each


Item No. Unit

1 3

Description

2

XVIII. Sheet metal plug and socket distribution board triple pole

and earth enclosure with a three-pin and earth plug with

socket to incorporate one triple pole M.C.B. 10Amp.

Each

XIX. Sheet metal plug and socket distribution board triple pole



Each

XX. Sheet metal plug and socket distribution board triple pole



Each

XXI. Sheet metal plug and socket distribution board triple pole



Each

31.18

31.18

I. Sheet metal Bus-Bar chamber suitable for 63Amp.

415volts capacity with 4 copper strip bus-bars each of

length 300mm and cross-sectional area (16mm x

3.17mm) enclosure having overall dimensions (380mm x

350mm x 150mm) nominal. Each

II. Sheet metal Bus-Bar chamber suitable for 63Amp.





III. Sheet metal Bus-Bar chamber suitable for 63Amp.





IV. Sheet metal Bus-Bar chamber suitable for 100Amp.


length 300mm and cross-sectional area (25.4mm x



V. Sheet metal Bus-Bar chamber suitable for 100Amp.





SHEET METAL BUS-BAR CHAMBERS (COPPER STRIPS):

Supply and erection of sheet metal bus-bar chamber on

existing surface with required No. of bus-bar strips of suitable

length and cross-sectional area, made of copper strips of

suitable length and cross-sectional area, enclosure made of

M.S. sheet 1.6mm thick with detachable cover, fitted with dust

excluding gasket and secured with sufficient No. of cadmium

plated iron screws and of given overall dimensions and to be

fixed with G.I. bolts and nuts/ rag bolts and nuts etc. complete

with all accessories including connections with suitable size

tin coated copper thimbles, bonding to the existing earth and

painting etc. as desired by the Engineer- in-charge at site :-


Item No. Unit

1 3

Description

2

VI. Sheet metal Bus-Bar chamber suitable for 100Amp.





VII. Sheet metal Bus-Bar chamber suitable for 100Amp.





VIII. Sheet metal Bus-Bar chamber suitable for 100Amp.



3.17mm) enclosure having overall dimensions (1280mm

x 400mm x 150mm) nominal. Each

31.18 IX. Sheet metal Bus-Bar chamber suitable for 200Amp.





X. Sheet metal Bus-Bar chamber suitable for 200Amp.





XI. Sheet metal Bus-Bar chamber suitable for 200Amp.





XII. Sheet metal Bus-Bar chamber suitable for 200Amp.





XIII. Sheet metal Bus-Bar chamber suitable for 200Amp.





XIV. Sheet metal Bus-Bar chamber suitable for 300Amp.





XV. Sheet metal Bus-Bar chamber suitable for 300Amp.





XVI. Sheet metal Bus-Bar chamber suitable for 300Amp.






Item No. Unit

1 3

Description

2

XVII. Sheet metal Bus-Bar chamber suitable for 300Amp.





XVIII. Sheet metal Bus-Bar chamber suitable for 300Amp.





XIX. Sheet metal Bus-Bar chamber suitable for 400Amp.





31.18 XX. Sheet metal Bus-Bar chamber suitable for 400Amp.





XXI. Sheet metal Bus-Bar chamber suitable for 400Amp.





XXII. Sheet metal Bus-Bar chamber suitable for 400Amp.





XXIII. Sheet metal Bus-Bar chamber suitable for 400Amp.





XXIV. Sheet metal Bus-Bar chamber suitable for 400Amp.





XXV. Sheet metal Bus-Bar chamber suitable for 500/630Amp.





XXVI. Sheet metal Bus-Bar chamber suitable for 500/630Amp.





XXVII. Sheet metal Bus-Bar chamber suitable for 500/630Amp.






Item No. Unit

1 3

Description

2

XXVIII. Sheet metal Bus-Bar chamber suitable for 500/630Amp.





XXIX. Sheet metal Bus-Bar chamber suitable for 500/630Amp.

415volts capacity with 4 copper strip bus-bars each




XXX. Sheet metal Bus-Bar chamber suitable for 500/630Amp.





31.18 XXXI.

to XLV.

Deleted

31.19 A SHEET METAL BUS-BAR CHAMBERS (ALUMINIUM

STRIPS):

I. Sheet metal Bus-Bar chamber suitable for 63Amp.

415volts capacity with 4 No. aluminium alloy or wrought

aluminium strip bus-bars each of length 300mm and

cross-sectional area (25mm x 4mm) enclosure having

overall dimensions (380mm x 350mm x 150mm)

nominal. Each

II. Sheet metal Bus-Bar chamber suitable for 63Amp.





nominal. Each

III. Sheet metal Bus-Bar chamber suitable for 63Amp.





nominal. Each

Supply and erection of sheet metal bus-bar chamber on

existing surface with required No. of Bus-bar strips of suitable

length and cross-sectional area, made up of aluminium alloy or

wrought aluminium strips of suitable length and cross-

sectional area, enclosure made of M.S. sheet 1.6mm thick with

detachable cover, fitted with dust excluding gasket and

secured with sufficient No. of cadmium plated iron screws and

of given overall dimensions with a margin of ±5mm in size and

to be fixed with G.I. nuts & bolts/ rag bolts & nuts etc.,

complete with all accessories including connections with

suitable size of aluminium thimbles, bonding to the existing

earth and painting etc., as desired by the Engineer- in-charge at

site:-


Item No. Unit

1 3

Description

2

IV. Sheet metal Bus-Bar chamber suitable for 100Amp.





nominal. Each

V. Sheet metal Bus-Bar chamber suitable for 100Amp.





nominal. Each

VI. Sheet metal Bus-Bar chamber suitable for 100Amp.





nominal. Each

31.19 VII. Sheet metal Bus-Bar chamber suitable for 100Amp.





nominal. Each

VIII. Sheet metal Bus-Bar chamber suitable for 100Amp.





nominal. Each

IX. Sheet metal Bus-Bar chamber suitable for 200Amp.





nominal. Each

X. Sheet metal Bus-Bar chamber suitable for 200Amp.





nominal. Each

XI. Sheet metal Bus-Bar chamber suitable for 200Amp.





nominal. Each

XII. Sheet metal Bus-Bar chamber suitable for 200Amp.





nominal. Each


Item No. Unit

1 3

Description

2

XIII. Sheet metal Bus-Bar chamber suitable for 200Amp.





nominal. Each

XIV. Sheet metal Bus-Bar chamber suitable for 300Amp.





nominal. Each

XV. Sheet metal Bus-Bar chamber suitable for 300Amp.





nominal. Each

31.19 XVI. Sheet metal Bus-Bar chamber suitable for 300Amp.





nominal. Each

XVII. Sheet metal Bus-Bar chamber suitable for 300Amp.





nominal. Each

XVIII. Sheet metal Bus-Bar chamber suitable for 300Amp.





nominal. Each

XIX. Sheet metal Bus-Bar chamber suitable for 400Amp.





nominal. Each

XX. Sheet metal Bus-Bar chamber suitable for 400Amp.





nominal. Each

XXI. Sheet metal Bus-Bar chamber suitable for 400Amp.





nominal. Each


Item No. Unit

1 3

Description

2

XXII. Sheet metal Bus-Bar chamber suitable for 400Amp.





nominal. Each

XXIII. Sheet metal Bus-Bar chamber suitable for 400Amp.





nominal. Each

XXIV. Sheet metal Bus-Bar chamber suitable for 400Amp.





nominal. Each

31.19 XXV. Sheet metal Bus-Bar chamber suitable for 500Amp.





nominal. Each

XXVI. Sheet metal Bus-Bar chamber suitable for 500Amp.





nominal. Each

XXVII. Sheet metal Bus-Bar chamber suitable for 500Amp.





nominal. Each

XXVIII. Sheet metal Bus-Bar chamber suitable for 500Amp.





nominal. Each

XXIX. Sheet metal Bus-Bar chamber suitable for 500Amp.





nominal. Each

XXX. Sheet metal Bus-Bar chamber suitable for 500Amp.





nominal. Each


Item No. Unit

1 3

Description

2

XXXI.

to

XLIII.

Deleted

31.19 B OVER-HEAD (TRUNKING) BUS-BAR CHAMBERS:

I. Supply and erection of over head Bus-Bar chamber

(T.P.N.) with 4 No. aluminium alloy or wrought

aluminium bus-bar strips of suitable cross-section

complete in all respects including painting and

bonding to the existing earth as required:-

(a) Over head Bus-bar chamber 200Amp. 415volts (T.P.N.)

with 4No. Aluminium Alloy or wrought Aluminium strips

of cross-section (38mmx6mm). Each

(b) Over head Bus-bar chamber 300Amp. 415volts (T.P.N.)

with 4 No. Aluminium Alloy or wrought Aluminium strips


(c) Over head Bus-bar chamber 400Amp. 415volts (T.P.N.)

with 4 No. Aluminium Alloy or wrought Aluminium strips


31.19B II. Supply and erection of bracket for suspension of over-

head bus-bar chamber made of two parallel G.I. pipes

15mm dia. 130cm long each with rubber reels and M.S.

flat clamps at the top ends of the G.I. pipes, suspended

from the existing cast iron boxes and with 50mm wide

12mm thick 51cm long M.S. flat at the other end of the

G.I. pipes with 2 nuts 6mm thick on each pipe and with

locking split pins. Each

III. Supply and erection of Adopter boxes without S/F

but with stands, cable boxes and glands :-

(a) Suitable for 200Amp. 415volts (T.P.N.) Bus-bar

chamber. Each

(b) Suitable for 300Amp. 415volts (T.P.N.) Bus-bar

chamber. Each

(c) Suitable for 400Amp. 415volts (T.P.N.) Bus-bar

chamber. Each

IV. Supply and erection of 4 wire conduit end covers:-

(a) Suitable for 200Amp. 415volts (T.P.N.) over head Bus-

bar chamber. Each

(b) Suitable for 300Amp. 415volts (T.P.N.) over head Bus-

bar chamber. Each

(c) Suitable for 400Amp. 415volts (T.P.N.) over head Bus-

bar chamber. Each

V. Supply and erection of blank end covers :-


bar chamber. Each


bar chamber. Each


bar chamber. Each

VI. Supply and erection of connector housing complete

with cable box for 3½core cable:-


bar chamber. Each


Item No. Unit

1 3

Description

2


bar chamber. Each


bar chamber. Each

VII. Supply and erection of Plug –In – Box T.P.N. with

suitable H.R.C. fuses and conduit cable gland as

required :-

(a) With 16Amp. 415volts H.R.C. fuses. Each

(b) With 32Amp. 415volts H.R.C. fuses. Each

(c) With 63Amp. 415volts H.R.C. fuses. Each

(d) With 100Amp. 415volts H.R.C. fuses. Each

VIII. Supply and erection of Tap – Off – Boxes with H.R.C.

fuses & moulded fuse fittings including connections

etc., as required :-

(a) 16Amp. 415volts (T.P.N.) 4way. Each

(b) 16Amp. 415volts (T.P.N.) 6way. Each

(c) 32Amp. 415volts (T.P.N.) 4way. Each

(d) 32Amp. 415volts (T.P.N.) 6way. Each

31.19B (e) 63Amp. 415volts (T.P.N.) 2way. Each

VIII. (f) 63Amp. 415volts (T.P.N.) 4way. Each

(g) 63Amp. 415volts (T.P.N.) 6way. Each

(h) 100Amp. 415volts (T.P.N.) 4way. Each

(i) 100Amp. 415volts (T.P.N.) 6way. Each

IX. Supply and erection of Tap–Off–Boxes (T.P.N.) with

H.R.C. fuses and moulded fuse fittings including

connections as required :-

(a) Suitable for 16Amp. 415volts H.R.C. fuses. Each

(b) Suitable for 32Amp. 415volts H.R.C. fuses. Each

(c) Suitable for 63Amp. 415volts H.R.C. fuses. Each

(d) Suitable for 100Amp. 415volts H.R.C. fuses. Each

(e) Suitable for 200Amp. 415volts H.R.C. fuses. Each

X. Supply and erection of Aluminium Alloy or wrought

aluminium strip to be fixed in over head bus-bar

chamber duly insulated with P.V.C. Sleeve and

necessary attachment :- (a) (38mm x 6mm) for 200Amp. 415volts O.H.B.B.C. Metre

(b) (51mm x 6mm) for 300Amp. 415volts O.H.B.B.C. Metre

(c) (63mm x 6mm) for 400Amp. 415volts O.H.B.B.C. Metre

31.20 A METAL BOARDS ( NICHE SIZE ) :

I. Size (124cm x 30cm) nominal. Each

II. Size (124cm x 40cm) nominal. Each

III. Size (190cm x 30cm) nominal. Each

IV. Size (190cm x 40cm) nominal. Each

V. Size (124cm x 63cm) nominal. Each

Supply and erection of metal clad boards for switch gear

mounting and of suitable size, with permissible variation in

size of ± 5mm, Frame work made of M.S. angle iron (50mm x

50mm x 6mm thick) duly welded and complete with 3mm thick

M.S. sheet fixed with hinges on the front and 1.6mm thick M.S.

sheet duly tag-welded at the rear, complete with locking

arrangement including painting and bonding to the existing

earth as required :-


Item No. Unit

1 3

Description

2

VI. Size (190cm x 63cm) nominal. Each

VII. Size (124cm x 86cm) nominal. Each

VIII. Size (190cm x 86cm) nominal. Each

31.20 B METAL BOARDS:

I. Size (27cm x 22cm ) nominal. Each

II. Size (39cm x 28cm ) nominal. Each

III. Size (54cm x 40cm ) nominal. Each

IV. Size (71cm x 42.5cm) nominal. Each

V. Size (71cm x 60cm ) nominal. Each

VI. Size (22cm x 24cm ) nominal. Each

VII. Size (24cm x 26cm ) nominal. Each

31.20 (B) VIII. Size (24cm x 29cm ) nominal. Each

IX. Size (24cm x 38cm ) nominal. Each

X. Size (23cm x 29cm ) nominal. Each

XI. Size (30cm x 32cm ) nominal. Each

XII. Size (30cm x 41cm ) nominal. Each

XIII. Size (30cm x 46cm ) nominal. Each

XIV. Size (57cm x 22cm ) nominal. Each

XV. Size (57cm x 28cm ) nominal. Each

XVI. Size (57cm x 35cm ) nominal. Each

XVII. Size (65cm x 26cm ) nominal. Each

XVIII. Size (65cm x 33cm ) nominal. Each

XIX. Size (65cm x 40cm ) nominal. Each

XX. Size (34cm x 38cm ) nominal. Each

XXI. Size (36cm x 45cm ) nominal. Each

XXII. Size (42cm x 50cm ) nominal. Each

XXIII. Size (50cm x 60cm ) nominal. Each

XXIV. Size (60cm x 62cm ) nominal. Each

XXV. Size (62cm x 71cm ) nominal. Each

XXVI. Size (64cm x 82cm ) nominal. Each

XXVII. Size (85cm x 100cm ) nominal. Each

XXVIII.

(a to u)

Deleted

XXIX.

(a to u)

Deleted

31.20 C FLOOR MOUNTED FIXED TYPE METAL FRAME/

BOARDS:

Supply and erection of metal clad boards for switch gear

mounting of suitable size, with permissible variation in size of

± 5mm, Frame work made of M.S. angle iron (50mm x 50mm x

6mm thick) with M.S. sheet cover 3mm thick to be fixed with

suitable number & size of machine screws including painting

and bonding to the existing earth etc., as required :-


Item No. Unit

1 3

Description

2

I. Metal frame 1480mm long, 500mm wide, covered with

M.S. Sheet 3mm thick (950mm x 500mm)

from top. Each

II. Metal frame 1630mm long, 650mm wide, covered with


from top. Each

III. Metal frame 1630mm long, 800mm wide, covered with


from top. Each

31.20 D SHEET METAL CUBICAL PEDESTAL :

31.20 (D)

I. Cubical Size 900mm high, 600mm wide and 350mm

deep. Each

II. Cubical Size 1200mm high, 900mm wide and 350mm

deep. Each

31.20 E FLOOR MOUNTED FIXED TYPE METAL FRAME/

BOARDS :

I. Metal frame 172cm long, 22cm wide covered with M.S.

sheet 3mm thick (27cm x 22cm) from top. Each

II. Metal frame 184cm long, 28cm wide covered with M.S.


III. Metal frame 199cm long, 40cm wide covered with M.S.


Supply and erection of sheet metal cubical pedestal of suitable

dimensions made from 50mm x 50mm x 6mm thick M.S. angle

iron frame, covered with 3mm thick M.S. sheet duly welded on

five sides & front side hinged, complete with locking

arrangement with 4 No. switch gear supporting members each

of M.S. flat 50mm x 6mm thick of suitable length duly welded.

The Cubical Pedestal shall have 4 No. legs of 50mm x 50mm x

6mm thick M.S. angle

Supply and erection of floor mounted fixed type metal frame

work/ boards of welded construction fabricated with M.S. angle

iron (50mm x 50mm x 6mm thick) & of suitable dimensions

with supporting members grouted 23cm underground and

frame work covered with 3mm thick M.S. sheet from top to a

given height with M.S. angle iron 50mm x 50mm x 6mm thick

welded on the back and grouted into the back wall complete

with painting, bonding to the existing earth etc., as required :-

iron each 60cm long including painting, bonding to the existing

earth etc., the same shall be erected in the 1:2:4 cement

concrete plat-form of suitable dimensions 15cm high from

ground level and 45cm thick.The Cubical Pedestal shall be

15cm from the top of cement concrete plat-form :-

Supply and erection of floor mounted fixed type metal frame/

boards of welded construction fabricated with M.S. angle iron

(50mm x 50mm x 6mm thick) & of suitable dimensions with

supporting members grouted 23cm underground and frame

work covered with 3mm thick M.S. sheet from top to a given

height complete with painting, bonding to the existing earth

etc., as required :-


Item No. Unit

1 3

Description

2

IV. Metal frame 216cm long, 42.5cm wide covered with M.S.

sheet 3mm thick (71cm x 42.5cm) from top. Each

V. Metal frame 216cm long, 60cm wide covered with M.S.


VI. Metal frame 167cm long, 24cm wide covered with M.S.


VII. Metal frame 169cm long, 26cm wide covered with M.S.


VIII. Metal frame 169cm long, 29cm wide covered with M.S.


IX. Metal frame 169cm long, 38cm wide covered with M.S.


X. Metal frame 168cm long, 29cm wide covered with M.S.


XI. Metal frame 175cm long, 32cm wide covered with M.S.


XII. Metal frame 175cm long, 41cm wide covered with M.S.


XIII. Metal frame 175cm long, 46cm wide covered with M.S.


31.20E XIV. Metal frame 202cm long, 22cm wide covered with M.S.


XV. Metal frame 202cm long, 28cm wide covered with M.S.


XVI. Metal frame 202cm long, 35cm wide covered with M.S.


XVII. Metal frame 210cm long, 26cm wide covered with M.S.


XVIII. Metal frame 210cm long, 33cm wide covered with M.S.


XIX. Metal frame 210cm long, 40cm wide covered with M.S.


XX. Metal frame 170cm long, 38cm wide covered with M.S.


XXI. Metal frame 181cm long, 45cm wide covered with M.S.


XXII. Metal frame 187cm long, 50cm wide covered with M.S.


XXIII. Metal frame 195cm long, 60cm wide covered with M.S.


XXIV. Metal frame 205cm long, 62cm wide covered with M.S.


XXV. Metal frame 207cm long, 71cm wide covered with M.S.


XXVI. Metal frame 209cm long, 82cm wide covered with M.S.


XXVII. Metal frame 230cm long, 100cm wide covered with M.S.


31.21

31.22

31.23

Deleted

EARTHING OF METALLIC CASES ETC.:

Deleted


Item No. Unit

1 3

Description

2

I. Earthing of metallic cases etc., with G.I. wire No.

8S.W.G. (4mm dia.) in 15mm dia.G.I. pipe on surface

including painting etc., as required. Metre

II. Earthing of metallic cases etc., with G.I. wire No.

8S.W.G. (4mm dia.) in 15mm dia.G.I. pipe recessed in

wall and floor etc., as required. Metre

III. Earthing of metallic cases etc., with G.I. stranded wire

No. 7/14S.W.G. (7/2.18mm) in 15mm dia.G.I. pipe on

surface including painting etc., as required. Metre

IV. Earthing of metallic cases etc., with G.I. stranded wire

No. 7/14S.W.G. (7/2.18mm) in 15mm dia.G.I. pipe

recessed in wall and floor etc., as required. Metre

V. Earthing of metallic cases etc., with G.I. stranded wire

No. 7/12S.W.G. (7/2.80mm) in 20mm dia.G.I. pipe on

surface including painting etc., as required. Metre

VI. Earthing of metallic cases etc., with G.I. stranded wire

No. 7/12S.W.G. (7/2.80mm) in 20mm dia.G.I. pipe

recessed in wall and floor etc., as required. Metre

VII. Supply and erection of G.I. Earth pipe (50mm dia.)

135cm long, 4metre below ground level complete with

(50mm x 15mm) G.I. reducing socket (including boring &

refilling). Each

31.23 VIII. Earthing of Sheet metal/ Iron clad Switches and metallic

cases etc., with No. 8S.W.G. (4mm dia.) G.I. Wire in

15mm dia.G.I. Pipe partly recessed and partly on surface

complete with 135cm long 50mm dia.G.I. earth pipe with

G.I. reducing socket (50mm x 15mm) including erection

of the same, 4metre below ground level with necessary

charcoal & salt mixture etc., up to 9metre in length

(including boring & refilling). Each

IX. Earthing of Sheet metal/ Iron clad Switches and metallic

cases etc., with No. 7/14S.W.G. (7/2.18mm) G.I.

Stranded Wire in 15mm dia.G.I. Pipe partly recessed

and partly on surface complete with 135cm long 50mm

dia.G.I. earth pipe with G.I. reducing socket (50mm x

15mm) including erection of the same, 4metre below

ground level with necessary charcoal & salt mixture etc.,

up to 9metre in length (including boring & refilling).

Each

X. Earthing of Sheet metal/ Iron clad Switches and metallic

cases etc., with No. 7/12S.W.G. (7/2.80mm) G.I.

Stranded Wire in 20mm dia.G.I. Pipe partly recessed

and partly on surface complete with 135cm long 50mm

dia.G.I. earth pipe with G.I. reducing socket (50mm x

20mm) including erection of the same, 4metre below

ground level with necessary charcoal & salt mixture etc.,

up to 9metre in length (including boring & refilling).

Each


Item No. Unit

1 3

Description

2

XI. Earthing of Sheet metal/ Iron clad Switches and metallic

cases etc., with No. 8S.W.G. (4mm dia.) G.I. Wire in

15mm dia.G.I. Pipe partly recessed and partly on surface

complete with 135cm long 50mm dia.G.I. earth pipe with

G.I. reducing socket (50mm x 15mm) including erection

of the same, 3metre below ground level with necessary

charcoal & salt mixture etc., for hilly area up to 7.5metre

in length (including boring & refilling).

Each

XII. a. Earthing of Sheet metal/ iron clad switches and metallic

cases etc., with (20mm x 3mm) thick copper tape

rivetted to (30cm x 120cm x 3mm thick) tinned copper

plate (made cylindrical) burried 4.5metre below ground

level and surrounded by salt & charcoal dust mixture

including fixing the copper tape on wall and in floor etc.,

with copper stapples of suitable size up to 9metre in

length. Each

b. Earthing of Sheet metal/ iron clad switches and metallic







length. Each

31.23 c. Earthing of Sheet metal/ iron clad switches and metallic







length. Each

XIII. Bonding to earth with 4mm dia. G.I. wire behind casing

or fixed with stapples on wall. Metre

XIV. a. Bonding to earth with 2.24mm dia. Bare aluminium wire

run on pyma–wood batton between P.V.C. cables.

Metre

b. Bonding to earth with 2mm dia. Bare copper wire run on

pyma-wood batton between P.V.C. cables. Metre

XV. a. Bonding to earth with G.I. wire No. 8S.W.G. (4mm dia.)

in 20mm dia. heavy gauge (1.6mm thick) welded conduit

pipe flushed. Metre

b. Bonding to earth with G.I. wire No. 8S.W.G. (4mm dia)

in 20mm dia. heavy gauge (1.6mm thick) welded conduit

pipe on surface including painting etc. Metre

c. Bonding to earth with G.I. stranded wire No. 7/14S.W.G.

(7/2.18mm) in 20mm dia. heavy gauge (1.6mm thick)

welded conduit pipe flushed. Metre

d. Bonding to earth with G.I. stranded wire No. 7/14S.W.G.


welded conduit pipe on surface including painting etc.

Metre


Item No. Unit

1 3

Description

2

e. Bonding to earth with G.I. stranded wire No. 7/12S.W.G.


welded conduit pipe flushed. Metre

f. Bonding to earth with G.I. stranded wire No. 7/12S.W.G.

(7/ 2.80mm) in 25mm dia. heavy gauge (1.6mm thick)

welded conduit pipe on surface including painting etc.

Metre

XVI. a. Supply and erection of 20mm x 3mm thick Copper Tape

(As additional length). Metre

b. Supply and erection of 25mm x 3mm thick Copper Tape


c. Supply and erection of 32mm x 3mm thick Copper Tape


XVII.

(a to h)

Deleted

31.24

I. Deleted

II. a. Supply and erection of Ceiling–rose bakelite surface

type. Each

b. Supply and erection of Ceiling–rose flush piano type. Each

III. to VI. Deleted

VII. a. Bakelite Batton holder large size. Each

b. Deleted

VIII. to IX. Deleted

X. Call–Bell 220/ 230volts A.C. bakelite with double coil. Each

31.24 XI. Electric Buzzer 220/ 230volts A.C. with double coil. Each

XII. Bell-Push surface/ flush piano type with 4.25m flexible

twin 16/ 0.20mm (0.5mm²) wire. Each

XIII. Bed-Switch surface/ flush piano type with 4.60m flexible

twin 16/ 0.20mm (0.5mm²) wire. Each

XIV. Supply & erection of Bulk head fitting “German type”. Each

XV. Deleted

XVI. a. Erection only of 1x20/40/65watts, 2x20/40/ 65watts,

60cm/120cm/150cm long fluorescent tube fittings by

means of 2 No. 20mm dia. Conduit pipe 1.6mm thick

with M.S. flanges of suitable size at the top ends

including 24/0.20mm (0.75mm²) flexible twin wire for

connecting the tube to the adjacent light point including

pipe, flanges, flexible wire & petty material required for

the same (Upto 3.65metre height).

Each

b. Erection only of 1x 20/ 40/ 65watts, 2x20/ 40/ 65watts,



with M.S. flanges of suitable size at the both ends

including 24/0.20mm (0.75mm²) flexible twin wire for


supply and erection of conduit pipe, flanges, flexible wire

& petty material required for the same (Upto 3.65metre

height). Each

SUPPLY AND ERECTION OF FITTINGS:


Item No. Unit

1 3

Description

2

XVII. a. Erection only of 1x 20/ 40/ 65watts, 2x20/ 40/ 65watts,



with M.S. flanges of suitable size at the top ends

including 24/ 0.20mm (0.75mm²) flexible twin wire for


supply and erection of conduit pipe, flanges, flexible

cables & petty material required for the same (Above

3.65metre height). Each

b. Erection only of 1 x20/ 40/ 65watts, 2x20/ 40/ 65watts,

60cm/ 120cm/ 150cm long fluorescent tube fittings by


with M.S. flanges of suitable size at the both ends

including 24/ 0.20mm (0.75mm²) flexible twin wire for


supply and erection of conduit pipe, flanges, flexible

cables & petty material required for the same (Above

3.65metre height). Each

XVIII. a. Erection only of 1x 20/ 40/ 65watts, 2x20/ 40/ 65watts,

60cm/120cm/150cm long fluorescent tube fittings directly

on surface including necessary connections and supply

and erection of 24/ 0.20mm (0.75mm²) flexible twin wire

for connecting the fitting with the adjacent light point

(Without round blocks). Each

b. Erection only of 1x 20/ 40/ 65watts, 2x20/ 40/ 65watts,

60cm/120cm/150cm long fluorescent tube fittings directly

on surface including necessary connections and supply

and erection of 24/ 0.20mm (0.75mm²) flexible twin wire

for connecting the fitting with the adjacent light point

(With round blocks). Each

31.24 XIX. Deleted

XX. Deleted

XXI. a. Erection of Street light fittings suitable for G.I. pipe pole

80mm dia. including cost of G.I. pipe bracket having

nominal bore dia. 40mm and at least one metre in length

to give a total overhang at a tentative angle of 100/ 105

degree, the bracket should be fixed at the top of the pole

with G.I. reducer (80mm x 40mm) complete in all

respects as approved by the Engineer–in –Charge.

Each

b. Erection of Street light fittings suitable for G.I. pipe pole

100mm dia. including cost of G.I. pipe bracket having

nominal bore dia. 40mm and at least onemetre in length

to give a total overhang at a tentative angle of 100/105

degree, the bracket should be fixed at the top of the pole

with G.I. reducer (100mmx40mm) complete in all

respects as approved by the Engineer -in -Charge.

Each

XXII. Deleted

31.25

I. Painting of Ceiling fan complete with blades, canopy,

suspension rod and regulator with two coats of approved

paint (with brush). Each

PAINTING INCLUDING LABOUR & MATERIAL:


Item No. Unit

1 3

Description

2

II. Painting rod pendant off sizes with two coats of approved

paint. Each

III. Painting Steel Tubular pole with cross arms with two

coats of aluminium or other approved paint:-

(a). 7m Overall length. Each

(b). 8m Overall length. Each

(c). 9m Overall length. Each

(d). 10m Overall length Each

IV. Painting of Galvanised iron pipe pole including

street light bracket with two coats of aluminium or

other approved paint:-

(a). 4m Overall length. Each

(b). 6.1m Overall length. Each

V. Painting house service pipe complete with cross arms

with two coats of aluminium or other approved paint.

Each

VI. a. Painting of Casing & Capping of light/ fan or call bell

point including mains & submains with two coats of

suitable paint (Excluding plug control). Each

b. Painting of Casing & Capping with two coats of an

approved paint (As extra length). Metre

VII. a. Painting of light/ fan or call bell points in P.V.C. sheathed

wiring system including mains & submains (Excluding

plug control). Each

b. Painting of P.V.C. sheathed wiring system with two coats

of an approved paint (As extra length). Metre

VIII. Painting of wood or metal surface with two coats of an

approved paint. Sq. Mtr.

31.25 IX. Painting of G.I./Conduit pipes with two coats of an

approved paint including cleaning the surface etc. :-

(a) 15mm dia.G.I. pipe & conduit pipe 20mm dia. Metre

(b) 20mm dia.G.I. pipe & conduit pipe 25mm dia. Metre

(c) 25mm dia.G.I. pipe & conduit pipe 32mm dia. Metre

IX. (d) 32mm dia.G.I. pipe & conduit pipe 40mm dia. Metre

(e) 40mm dia.G.I. pipe & conduit pipe 50mm dia. Metre

(f) G.I. Pipe 50mm dia. Metre

(g) G.I. Pipe 65mm dia. Metre

(h) G.I. Pipe 80mm dia. Metre

(i) G.I. Pipe 100mm dia. Metre

31.26

I. Carriage of Ceiling–Fan from local railway station or

P.W.D. office to site including erection of the same and

necessary P.V.C. insulated single core cable with

aluminium conductor 1.5mm² (1/1.40mm) left bare

(Unsheathed) for suspension rod and cutting threads

etc., on the rod. Each

II. Carriage of Table fan from local railway station or local

P.W.D. office to site for erection. Each

CARRIAGE & ERECTION OF FANS :


Item No. Unit

1 3

Description

2

III. a. Carriage from local railway station or local P.W.D. office

to site of an Exhaust fan including erection of the same.

Each

b. Carriage from local railway station or local P.W.D. office

to site of Cabin fan including erection of the same.

Each

IV. a. Making suitable size hole in the wall for 230mm sweep

Exhaust fan including finishing the same to the

satisfaction of the Engineer–in–Charge of the work. Each

b. Making suitable size hole in the wall for 300mm sweep



c. Making suitable size hole in the wall for 380mm sweep


satisfaction of the Enginee–in–Charge of the work. Each

d. Making suitable size hole in the wall for 450mm sweep



e. Making suitable size hole in the wall for 610mm sweep



V. a. Providing & Fixing 38.1cm x 38.1cm wooden frame

32mm thick 50mm wide of Deodar wood for 230mm

sweep Exhaust fan. Each

b. Providing & Fixing 45.72cm x 45.72cm wooden frame

32mm thick, 50mm wide of Deodar wood for 300mm


c. Providing & Fixing 52.5cm x 52.5cm wooden frame



31.26 d. Providing & Fixing 60cm x 60cm wooden frame 32mm

thick, 50mm wide of Deodar wood for 450mm sweep

Exhaust fan. Each

e. Providing & Fixing 76.2cm x 76.2cm wooden frame



VI. Carriage of Pedestal fan from local Government store/

office to site for erection. Each

31.27

31.27 I. a. Full Stator rewinding of a Ceiling Fan (Condensor type)

of 900mm sweep, including cleaning & insulating the

stator slots, sleeving, soldering, wrapping of cotton tape,

varnishing, re–assembling & testing etc., complete.

Each

b. Full Stator rewinding of a Ceiling Fan (ondensor type) of

1200mm sweep, including cleaning & insulating the


varnishing, re-assembling & testing etc., complete.

Each

c. Full Stator rewinding of a Ceiling Fan (Condensor type)

of 1400mm/ 1500mm sweep, including cleaning &

insulating the stator slots, sleeving, soldering, wrapping

of cotton tape, varnishing, re–assembling & testing etc.,

complete. Each

REPAIR & REWINDING OF FANS :


Item No. Unit

1 3

Description

2

d. Full Stator rewinding of a Ceiling Fan (Condensor type)

of 1800mm sweep, including cleaning & insulating the


varnishing, re–assembling & testing etc., complete.

Each

e. Replacement of a Single Stator coil of a Ceiling Fan

(Condensor type) of 900mm sweep including

connections, providing insulation, varnishing,

re–assembling & testing etc. Each

f. Replacement of a Single Stator coil of a Ceiling Fan




g. Replacement of a Single Stator coil of a Ceiling Fan

(Condensor type) of 1400mm/ 1500mm sweep including



h. Replacement of a Single Stator coil of a Ceiling Fan




II. a. Full Stator rewinding of a Ceiling Fan (Non-Condensor

type) of 1200mm sweep, including cleaning & insulating

the stator slots, sleeving, soldering, wrapping of cotton

tape, varnishing, re-assembling & testing etc., complete.

Each

b. Full Stator rewinding of a Ceiling Fan (Non-Condensor



tape, varnishing, re-assembling & testing etc.,complete.

Each

31.27 c. Full Stator rewinding of a Ceiling Fan (Non-Condensor



tape, varnishing, re-assembling & testing etc., complete.

Each

d. Replacement of a Single Stator coil of a Ceiling Fan

(Non-Condensor type) of 1200mm sweep including


re–assembling & testing etc., complete. Each

e. Replacement of a Single Stator coil of a Ceiling Fan




f. Replacement of a Single Stator coil of a Ceiling Fan




III. a. Full Stator rewinding of an Exhaust Fan (Condensor

type) of 230mm/ 300mm sweep, 900 R.P.M. including

cleaning & insulating the stator slots, sleeving, soldering,

wrapping of cotton tape, varnishing, re–assembling &

testing etc., complete. Each


Item No. Unit

1 3

Description

2

b. Full Stator rewinding of an Exhaust Fan (Condensor

type) of 230mm/ 300mm sweep, 1400 R.P.M. including




c. Full Stator rewinding of an Exhaust Fan (Condensor

type) of 380mm sweep, 900 R.P.M.including cleaning &



complete. Each

d. Full Stator rewinding of an Exhaust Fan (Condensor

type) of 380mm sweep, 1400 R.P.M. including cleaning

& insulating the stator slots, sleeving, soldering,



e. Full Stator rewinding of an Exhaust Fan (Condensor

type) of 450mm sweep, 900 R.P.M. including cleaning &


of cotton tape, varnishing, re – assembling &


f. Full Stator rewinding of an Exhaust Fan (Condensor





g. Full Stator rewinding of an Exhaust Fan (Condensor

type) of 610mm sweep, 900 R.P.M. including cleaning &



complete. Each

31.27 h. Full Stator rewinding of an Exhaust Fan (Condensor





i. Replacement of a Single Stator coil of an Exhaust Fan

(Condensor type) of 230mm/ 300mm sweep (Any

R.P.M.) including connections, providing insulation,

varnishing, re–assembling & testing etc. Each

III. j. Replacement of a Single Stator coil of a Exhaust Fan

(Condensor type) of 380mm sweep (Any R.P.M.)

including connections, providing insulation, varnishing,


k. Replacement of a Single Stator coil of a Exhaust Fan


including connections, providing insulation, varnishing,


l. Replacement of a Single Stator coil of a Exhaust Fan


including connections, providing insulation, varnishing, re-

assembling & testing etc. Each


Item No. Unit

1 3

Description

2

IV. a. Full Stator rewinding of a Table/ Pedestal Fan

(Condensor type) of 1440 R.P.M. of any sweep, including




b. Full Stator rewinding of a Table/ Pedestal Fan

(Condensor type) of 2800 R.P.M. of any sweep, including




V. a. Replacement of a Ball–bearing of a Ceiling fan including

greasing, re–assembling & testing etc. Each

b. Replacement of a Bush–bearing of any fan including

turning, oiling, re – assembling and testing etc. Each

c. Replacement of a Thrust–bearing (Small size) of any fan

including oiling, greasing, re-assembling & testing etc.

Each

d. Replacement of a Thrust–bearing (Large size) of any fan

including oiling, greasing,

re-assembling & testing etc. Each

e. Providing & Fixing locking/ split pins in ceiling fans of

any size including drilling of holes re –assembling &

testing etc. Each

f. Replacement of Blade–shank of suitable size of a Ceiling

fan with screws, nuts, spring washers etc., as required.

Each

g. Replacement of Hanger–shackle with nuts, bolts & split

pin for a ceiling fan of any size. Each

h. Replacement of a Rubber reel. Each

i. Replacement of a Fan–socket for a Ceiling fan including

drilling of holes for split–pin etc. Each

j. Replacement of a Fan condensor (2 to 2.5) micro–farad

complete with connections & testing etc. Each

31.27 k. Replacement of a Fan condensor (3) micro–farad


l. Replacement of a Fan condensor (4) micro–farad


m. Replacement of a Fan condensor (6) micro–farad


n. Replacement of a Fan condensor (8) micro–farad


o. Replacement of Speed regulator knob. Each

p. Replacement of Speed regulator rotary switch without

knob including connections & testing etc. Each

V. q. Replacement of Speed regulator resistance coils

including connections & testing etc. Each

r. Replacement of Speed regulator china plates complete

with nuts and screws etc. Each

s. Replacement of complete assembly of Speed regulator

resistance coils wound on china plates duly insulated

with mica sheet. Each

t. Painting of a Ceiling fan complete with blades, canopy,

suspension rod and speed regulator (with spray painting)

complete. Each


Item No. Unit

1 3

Description

2

u. Painting of a Ceiling fan complete with blades, canopy,

suspension rod and speed regulator (with stove

enamelled paint) complete. Each

31.28

I. a. Labour for dismantling steel tubular or G.I. pipe pole. Each

b. Labour for dismantling pre-stressed cement concrete

pole. Each

II. Dismantling of anchor rod complete. Each

III. a. Erection of steel tubular/ G.I. pipe pole upto 7m length in

cement concrete 1:3:6 including cement concrete 1:2:4

collar but excluding cost of pole including painting etc.

Each

b. Erection of steel tubular pole exceeding 7m length upto

10m length in cement concrete 1:3:6 including cement

concrete 1:2:4 collar but excluding cost of pole including

painting etc. Each

c. Erection of P.C.C. pole (having drawing-in cable

arrangement) over a slab of cement concrete 1:2:4, 0.5

sq. m 15cm thick including cement concrete 1:4:8 filling

around the pole upto ground level but excluding cost of

P.C.C. pole. Each

d. Erection of P.C.C. pole over a slab of cement concrete

1:3:6, 0.5sq.m 15cm thick but excluding cost of P.C.C.

pole (upto 9.14m length). Each

e. Erection of P.C.C. pole over a slab of cement concrete

1:3:6, 0.5sq.m 15cm thick but excluding cost of P.C.C.

pole (11m length). Each

31.28 f. Erection only of three stepped steel tubular swaged and

welded pole conforming to I.S. 2713/ 1969 or I.S. 2713

(Part I to III) 1980 for under ground wiring system overall

length from 7metre to 10metre in cement concrete 1 :3

:6 including cement concrete 1 :2 :4 collar 45cm high

from ground level complete with 1:2 plaster 6mm thick,

excluding the cost of pole but including painting etc., as

required. Each

IV. Supply and erection of bracket steel channel 75mm x

40mm (2 line). Each

V. Supply and erection of bracket steel channel 75mm x

40mm (4 line). Each

VI. a. Supply and erection of anchor rod Henly type for pole

including necessary clamps and 7/2.80mm G.I. stay wire

in cement concrete 1: 3 : 6. Each

b. Supply and erection of anchor rod Henly type for pole

including necessary clamps and 7/3.15mm G.I. stay wire

in cement concrete 1: 3 : 6. Each

VI. c. Supply and erection of anchor rod Henly type for pole

including necessary clamps and 7/4mm G.I. stay wire in

cement concrete 1: 3: 6. Each

d. Supply and erection of Strain insulator as required at

site. Each

e. Supply and erection of Cradle guard suitable for 2 lines

over head line as required at site Each

f. Supply and erection of Cradle guard suitable for 4 lines

over head line as required at site. Each

OVER-HEAD DISTRIBUTION:


Item No. Unit

1 3

Description

2

g. Supply and erection of Hexagonal guard suitable for 2

lines over head line (Vertical distribution) as required at

site. Each

h. Supply and erection of Hexagonal guard suitable for 4

lines over head line (Vertical distribution) as required at

site. Each

VII. Supply and erection of stay for house service pipe

complete with straining screw 7/1.6mm G.I. stay wire.

Each

VIII. Erection only of anchor rod for pole in cement concrete

1:3:6 but excluding cost of anchor rod. Each

IX. Supply and erection of cast iron reel size 75mm x 50mm

dia. Each

X. Supply and erection of house service pipe Henly type or

pole type 50mm dia., 6metre long for bare Aluminium

conductor over head line without straining device or

shackle insulator including painting. Each

XI. Supply and erection of house service bracket wall type of

50mm dia.G.I. pipe of approved design including

painting as required for 2 line Each

XII. Supply and erection of house service bracket wall type of

50mm dia.G.I. pipe of approved design including

painting as required for 4 line. Each

XIII. Supply and erection of lightning arrestor horn type

complete with 100mm x 65mm pin insulator, spindle and

brass metal parts heavy type. Each

XIV. Supply and erection of shackle insulator (medium) with

fixing bolts and nuts. Each

31.28 XV. a. Supply and erection of 100mm x 65mm pin insulator

complete with G.I. spindle and nuts etc. Each

b. Supply and erection of 100mm x 80mm pin insulator

complete with G.I. spindle and nuts etc. Each

XVI. Supply and erection of G.I. wire No. 8S.W.G. (4mm dia.)

above on pole including binding wire. Kg.

XVII. Binding of shackle or copper wire joint with bare copper

binding wire. Kg.

XVIII. Binding of cast iron reel or G.I. wire joint with G.I.

binding wire (2.16mm dia). Each

XIX. Dismantling only of over head lines comprising of G.I. or

copper or A.C.S.R. or A.A.C. conductor including cross-

arms and insulators etc., and taking down to the ground.

Kg.

XX. a. Supply and erection of A.C.S.R. (7/2.11mm to 7/3mm

dia.) including Kg.

b. Supply and erection of A.C.S.R. (7/3.35mm dia. &above)

including binding of insulator with binding wire.

Kg.

XX. c. Supply and erection of A.A.C. conductor (7/1.96mm to

7/3.10mm dia.) including binding of insulator with

binding wire. Kg.

d. Supply and erection of A.A.C. conductor (7/3.40mm dia

& above) including binding of insulator with binding wire.

Kg.


Item No. Unit

1 3

Description

2

e. Erection only of G.I. wire (No. 8S.W.G. to No. 4S.W.G.)

including binding with C.I. reel with G.I. binding wire.

Kg.

f. Erection only of A.C.S.R. (7/2.11mm to 7/3mm dia.)

including binding of insulator with binding wire. Kg.

g. Erection only of A.C.S.R. (7/3.35mmdia and above)


h. Erection only of A.A.C (7/1.96mmto 7/3.10mm) including

binding of insulator with binding wire. Kg.

i. Erection only of A.A.C (7/3.40mmdia and above)


XXI. Supply and erection of G.I. shackle straps with 11.25cm

long bolts and nuts. Pair

XXII. Supply and erection of special type clamps for fixing the

C.I. reels on top of poles where the same cannot be fixed

on brackets. Each

XXIII. Supply and erection of additional length of house service

G.I. pipe 50mm dia. Metre

XXIV. Supply and erection of house service G.I. pipe 50mm

dia.3 m long for insulated over head line complete with

cast iron cap of suitable size and ways, shackle insulator

and straining device including necessary P.V.C. bushes

for protecting the incoming & outgoing lead and flat iron

support 50mm x 6mm x 22.5cm long and painting as

required. Each

XXV. Wiring over-head line in two single core cable with

aluminium conductor, insulated with P.V.C. and

polythene sheathed overall 1100volts grade on G.I. wire

4mm dia. With brass/ aluminium link clips cable size

1.5mm² (1/1.40mm). Metre

31.28 XXVI. Wiring over-head line in two single core cable with




2.5mm² (1/1.80mm). Metre

XXVII. Wiring over-head line in two single core cable with




4mm² (1/2.24mm). Metre

XXVIII. Wiring over-head line in two single core cable with




6mm² (1/2.80mm). Metre

XXIX. Wiring over-head line in two single core cable with




10mm² (1/3.55mm). Metre


Item No. Unit

1 3

Description

2

XXX. Wiring over-head line in two single core cable with




16mm² (7/1.70mm). Metre

XXXI. Wiring over-head line in two single core cable with


polythene sheathed over-all 1100volts grade on G.I. wire


25mm² (7/2.24mm). Metre

XXXII. Supply and erection of „D‟ iron clamp 50mm x 6mm flat

iron complete with fixing bolts and nuts including making

holes in pole. Each

XXXIII. Supply and erection of „EYE‟ rag bolts 22.5cm x 16mm.

Each

XXIV. Dismantling of house service pipe complete with channel

brackets including necessary repair to the entire

satisfaction of Engineer-In-Charge. Each

31.28 XXXV. Supply and erection of G.I. pipe ‘A’ quality of

suitable length and dia.conforming to I.S. 1239 part-I

1979, including fixing up to a given depth below G/L,

the hole of excavation about 30cm dia. and given

depth to be filled in up to 15cm below G/L with 1:3:6

cement concrete and there above a plinth with 1:2:4

cement concrete up to a height of 45cm from

G/L.The radial thick ness of the plinth above G/L

should not be less than 6.35cm and sufficient to

completely flush a mild steel fuse box 15cm x 15cm

x 6.35cm deep having 16Amp. 240volts kit-kat fuse

unit fixed on single teak –wood board of the same

size the outer surface of the plinth to be finished

with 1:2 cement plaster 6mm thick M.S. fuse box

shall have a water proof hinged cover with locking

arrangement including painting of pole with two

coats of approved aluminium paint as required:-

a. 4metre long having nominal bore dia 65mm, planting

depth 80cm with pit depth 95cm. Each

b. 6.1metre long having nominal bore dia 80mm, planting


c. 6.1metre long having nominal bore dia 100mm, planting



Item No. Unit

1 3

Description

2

XXXVI. Supply and erection of 3-Stepped steel tubular

swaged and welded pole of suitable length

conforming to I.S. 2713-1969 (Part I to III)/ 1980 to

fixed up to a required planting depth below ground

level in a hole of excavation about 30cm dia. and

suitable depth to filled in up to 15cm below G/L with

1:3:6 cement concrete and up to a height of 45cm

above G/L with 1:2:4 cement concrete plinth with

radial thickness not less than 6.35cm sufficient to

completely flush a mild steel fuse box 15cm x 15cm

x 6.35cm deep with hinged water tight cover with

locking arrangement having 32Amp. 240volts kit-kat

fuse unit fixed on single teak –wood board of the

same size. The outer surface of the plinth to be

finished with 1:2 cement plaster 6mm thick including

painting of pole with two coats of approved

aluminium paint as required:-

a. Overall length 7metre, with planting depth 1.25metre,

length of sections 4metre, 1.5metre and 1.5metre

(Bottom, Middle and Top respectively), Outer dia. and

thickness of sections 114.3mm x 4.5mm, 88.9mm x

4.05mm and 76.1mm x 3.25mm Bottom, Middle and Top

respectively) with approximate weight 73kg with base

plate 12mm thick and about 30cm dia. Each

b. Overall length 8metre, with planting depth 1.5metre,

length of sections 4.5metre, 1.75metre and 1.75metre



4.05mm and 76.1mm x 3.25mm (Bottom, Middle and

Top respectively) with approximate weight 83kg with

base plate 12mm thick and about 30cm dia. Each

31.28 c. Overall length 8.5metre, with planting depth 1.5metre,


(Bottom, Middle and Top respectively), Outer dia and

thickness of sections139.7mm x 5.40mm,114.3mmx




d. Overall length 9metre, with planting depth 1.5metre,

length of sections 5metre, 2metre and 2metre (Bottom,

Middle and Top respectively), Outer dia. and thickness of

sections 165.1mm x 4.85mm, 139.7mm x 4.5mm and

114.3mm x 3.65mm (Bottom, Middle and Top

respectively) with approximate weight 154kg with base

plate 12mm thick and about 30cm dia. Each

e. Overall length 9.5metre, with planting depth 1.8metre,



thickness of sections165.1mm x 4.85mm, 139.7mm x





Item No. Unit

1 3

Description

2

XXXVI. f. Overall length 10metre, with planting depth 1.8metre,



thickness of sections165.1mm x 4.85mm,139.7mm x




XXXVI. g. Supply and erection of 3-Stepped steel tubular

swaged and welded pole of suitable length

conforming to I.S. 2713-1969 or I.S. 2713 (Part I to

III)/ 1980 for over head lines to fixed up to a required

planting depth below ground level in a hole of

excavation about 30cm dia. and suitable depth to

filled in up to 15cm below G/L with 1:3:6 cement

concrete and there above a plinth with 1:2:4 cement

concrete up to a height of 23cm above G/L with

XXXVI. g. 1:2:4 cement concrete plinth with radial thickness

not less than 6.35cm.The outer surface of the plinth

to be finished with 1:2 cement plaster 6mm thick

including painting of pole with two coats of approved

aluminium paint as required :-

(i) Overall length 7metre, with planting depth 1.25metre,





Top respectively) with approx. weight 73kg with base

plate 12mm thick and about 30cm dia. in case of pole

conforming to I.S. 2713 (Part I to III)/ 1980. Each

31.28 (ii) Overall length 8metre, with planting depth 1.5metre,








(iii) Overall length 8.5metre, with planting depth 1.5metre,



thickness of sections 139.7mm x 5.4mm,114.3mm x

4.5mm and 88.9mm x 3.25mm (Bottom, Middle and Top

respectively) with approx. weight 129kg with base plate

12mm thick and about 30cm dia. in case of pole


XXXVI. g

(iv)

Overall length 9metre, with planting depth 1.5metre,

length of sections 5metre, 2metre and 2metre (Bottom,

Middle and Top respectively), Outer dia and thickness of

sections 165.1mm x 4.85mm, 139.7mm x 4.5mm and

114.3mm x 3.65mm (Bottom, Middle and Top

respectively) with approx. weight 154kg with base plate

12mm thick and about 30cm dia. in case of pole



Item No. Unit

1 3

Description

2

(v) Overall length 9.5metre, with planting depth 1.8metre,








(vi) Overall length 10metre, with planting depth 1.8metre,








XXXVII. Deleted

XXXVIII.

(a to e)

Deleted

XXXIX. Supply and erection of G.I. pipe along the pole for

protection of under ground cables (up to 3metre in

length) :-

a. G.I. pipe 50mm dia. Each

b. G.I. pipe 80mm dia. Each

c. G.I. pipe 100mm dia. Each

XL. Supply and erection of Aerial fuse :-

a. 15Amp. Each

b. 30Amp. Each

31.28 XLI. a. Supply and erection of 40mm dia x 1.5metre long G.I.

pipe bracket of required shape for mounting a

fluorescent street light fitting on steel tubular pole of any

size with 2 No. M.S. flat iron 50mm x 6mm thick clamps

of required shape including connections, erection of the

fitting and painting etc., with two coats of an approved

aluminium paint as desired by the Engineer–in–charge at

site. Each

b. Supply and erection of clamps of desired shape (For

steel tubular pole) for street light bracket including

painting etc., with two coats of an approved aluminium

paint as desired by the Engineer–in–charge at site. Each

XLI. c. Supply and erection of 40mm dia x 2.9metre long G.I.

pipe bracket of required shape for mounting a mercury/

sodium vapour lamp street light fitting on steel tubular

pole of any size and bracket to be fixed on the top of

pole, duly welded with a suitable ring and pipe

arrangement about 20cm overlap and fixed by means of

cross bolts and nuts complete with check nuts, including

connections, erection of the fitting and painting the same

with two coats of an approved aluminium paint as

desired by the Engineer–in–charge at site. Each


Item No. Unit

1 3

Description

2

d. Supply and erection of 40mm dia x 2.9metre long G.I.


fluorescent street light fitting on steel tubular pole of any

size and bracket to be fixed on the top of pole, duly

welded with a suitable ring and pipe arrangement about

20cm overlap and fixed by means of cross bolts and nuts

complete with check nuts, including connections, erection

of the fitting and painting the same with two coats of an

approved aluminium paint as desired by the

Engineer–in–charge at site. Each

e. Supply and erection of 40mm dia x 1.22metre long G.I.


fluorescent street light fitting on P.C.C. Pole of any size,

including connections and painting the same with two

coats of an approved aluminium paint as desired by the


f. Supply and erection of 40mm dia x 1.5metre long G.I.


fluorescent street light fitting on P.C.C. Pole of any size

with 2 No. M.S. flat iron 50mm x 6mm thick clamps of

required shape including connections, erection of the

fitting and painting the same with two coats of an

approved aluminium paint as desired by the


g. Supply and erection of clamps of desired shape For

P.C.C. pole) for street light bracket including painting

etc., with two coats of an approved aluminium paint as

desired by the Engineer–in–charge at site. Each

31.29

I. Supply and erection of 20mmdia G.I. suspension rod for

ceiling fan. Metre

31.29 II. Supply and erection of 15mmdia G.I. suspension rod for

ceiling fan. Metre

III. Supply and erection of Girder clamp for ceiling fan. Each

IV. Supply and erection of Girder strut of 50mm x 6mm „T‟

section steel for suspension of fan complete with fan

clamp including painting as required up to 1.5metre

span. Each

V. Supply and erection of additional length of „T‟section

steel for girder strut including painting as required. Metre

VI. Laying under ground cable 1metre below ground level

covered with sand and bricks. Metre

VII. to X. Deleted

XI. Supply and erection of special iron channel 75mm x

40mm wall bracket, 60cm long for converting ceiling fans

in to cinema type bracket including painting etc. Each

XII. Supply and erection of special beam clamp including

supply of suspension hook for fan. Each

XIII. Writing caution notice in three languages. Job

XIV. Supply and erection of Shock restoration chart in glass

frame. Job

MISCELLANEOUS:-


Item No. Unit

1 3

Description

2

XV. Supply and erection of M.S. Roof suspension for fan of

75mm wide, 12.5mm thick and 45cm long iron plate with

necessary suspension hook including covering the plate

with cement concrete 1 : 3 : 6. Each

XVI. Supply and erection of 75mm x 40mm steel channel

120cm long with necessary suspension hook including

covering the channel with cement concrete

1 : 3 : 6. Each

XVII. a. Supply and erection of 16mm dia, 90cm long Mild steel

rod made in suitable fan suspension hook placed and

erected in R.C.C. slab for erection of fan. Each

b. Supply and erection of 12mm dia, 90cm long Mild steel

rod made in suitable fan suspension hook placed and

erected in R.C.C. slab for erection of fan. Each

XVIII. a. Supply and erection of 12mm dia, 30cm long Mild steel

rod made in suitable fan suspension hook “S” type. Each

b. Supply and erection of Cast iron fan box (18cm x 10cm x

10cm) with M.S. sheet cover (1.6mm thick) and M.S.

round 16mm/ 12mm dia. 60cm long complete. Each

XIX. Numbering of Ceiling/ Exhaust fans as required. Each

XX. Supply and erection of S.W./ G.I./ C.I./ M.S. pipe

across the road including remetalling the same to

the original form :- (a). S.W. Pipe 100mm dia. Metre

(b). Galvanised iron pipe 100mm dia. Metre

(c). Cast iron pipe 100mm dia. Metre

(d). Mild steel pipe 100mm dia. Metre

XXI. a. Supply and erection of Kit-kat fuse unit 16Amp. 240volts

in the existing M.S./ C.I. box (Including connections).

Each

b. Supply and erection Kit-kat fuse unit 32Amp. 240volts in

the existing M.S./ C.I. box (Including connections). Each

31.29 XXII. Supply and erection of M.S. sheet danger notice

plate at least 2mm thick and vitreous enameled

white on both sides and with inscriptions in the

signal red colour on the front side as required :- (a). Size (71mm x 142mm). Each

(b). Size (142mm x 142mm). Each

(c). Size (142mm x 192mm). Each

(d). Size (192mm x 285mm). Each

XXIII. Supply and erection of suitable compression type

cable socket–gland for under ground cable:-

(a). Up to 2.5mm ² cable. Each

(b). Exceeding 2.5mm² cable but up to 10mm² cable. Each

XXIII. (c). Exceeding10mm² cable but up to 25mm² cable. Each

(d). Exceeding 25mm² cable but up to 50mm² cable. Each

(e). Exceeding 50mm² cable but up to 95mm² cable. Each

(f). Exceeding 95mm² cable but up to 150mm² cable. Each

(g). Exceeding 150mm² cable but up to185mm² cable. Each

(h). Exceeding 185mm² cable but up to 300mm² cable. Each

(i). Exceeding 300mm² cable but up to 400mm² cable. Each

31.30 Deleted


Item No. Unit

1 3

Description

2

31.31

I. a. Supply and erection of 25mm dia., 0.91meter long

tapered in to a point at the top (G.I. rod). Each

b. Supply only of 25mm dia.G.I. rod (Extra length). Metre

II. Erection only of G.I. 7/ 10S.W.G. (10mm dia.) stranded

flexible lightning conductor wire including supply of

suitable iron clamps. Metre

III. Supply and erection of G.I. 7/10S.W.G. (10mm dia.)

stranded flexible lightning conductor wire including

supply of suitable iron clamps. Metre

IV. Providing stranded watering tank (30cm x 30cm x 30cm)

complete with 3mm thick galvanised iron plate cover

provided with chain & locking arrangement. Job

V. Supply and erection of earth electrode of 20mmdia.,

2.75metre long G.I. pipe from ground level, connecting

the 50mm dia.,1.37metre long perforated G.I. pipe. Each

31.32

31.32 I. a. Wiring Fan point without fan box in 1.5mm² Copper

conductor cable with step type electronic fan regulator

100watts. Each

I. b. Wiring Fan point with Sheet Metal fan box (Shape

Hexagonal & Sheet Thickness not less than 1.6mm) in

1.5mm² Copper conductor cable with step type electronic

fan regulator 100watts. Each

II. Wiring light point in 1.5mm² Copper conductor cable.Each

III. Wiring call-bell point in 1.5mm² Copper conductor cable

with bell push and electronic buzzer 230 Volts AC

(including the cost of bell push, electronic buzzer &

powder coated concealed metal box for electronic

buzzer). Each

IV. Wiring 5pin 6Amp. Wall socket (Shuttered) point in

1.5mm² copper conductor cable complete with bonding

to existing earth with 1mm² PVC insulated (Unsheathed)

flame retardant single core multistrand copper conductor

cable. Each

Wiring in P.V.C. insulated Fire Retardant copper conductor ISI

marked (Unsheathed) flexible multistrand cable to be laid in

heavy gauge welded conduit pipe 20mm/25mm dia (1.6mm

thick) ISI marked, recessed in wall etc., complete with powder

coated/anodized concealed metal boxes required for suitable

number of modules, for having electronic fan regulators, bell

push, electronic buzzer, 5pin 6Amp., 6pin 16/20Amp. Sockets

and 6/16/20Amp. Swithces (Screw Type Modular Accessories)

etc., and covered with Frame Plate etc., & including the cost of

required number of modular switches/ sockets, step type

electronic fan regulator 100watts, PVC connector (For Fan Box

and Electronic Buzzer), PVC Bush, Steel Hooks, Circular

Inspection Box (Recessed Type and Deep Type) conduit pipe &

copper wire and other Petty material etc. including the cost of

cutting and filling up of chases:-

LIGHTNING CONDUCTOR :

RECESSED CONDUIT PIPE WIRING SYSTEM WITH MODULAR

SWITCHES:


Item No. Unit

1 3

Description

2

V. Wiring 5pin 6Amp. Plug control comprising wall socket

(shuttered) and switch including bonding to existing earth

with 1mm² PVC insulated (Unsheathed) flame retardant

single core multistrand copper conductor cable.

Each

VI. Wiring 6pin 6/16/20Amp. Plug control comprising wall

socket (shuttered) and switch including bonding to

existing earth with 1mm² PVC insulated (Unsheathed)


cable. Each

VII. Wiring light point in 1.5mm2

copper conductor cable with


31.33

I. a. Wiring Fan point without fan box in 1.5mm² Copper

conductor cable with step type electronic fan regulator

100watts. Each

31.33 I. b. Wiring Fan point with Sheet Metal fan box (Shape

Hexagonal & Sheet Thickness not less than 1.6mm) in

1.5mm² Copper conductor cable with step type electronic

fan regulator 100watts. Each

II. Wiring light point in 1.5mm² Copper conductor cable.Each

III. Wiring call-bell point in 1.5mm² Copper conductor cable

with bell push and electronic buzzer 230 Volts AC

(including the cost of bell push, electronic buzzer &

powder coated concealed metal box for electronic

buzzer). Each

IV. Wiring 5pin 6Amp. Wall socket (Shuttered) point in

1.5mm²copper conductor cable complete with bonding to



cable. Each

V. Wiring 5pin 6Amp. Plug control comprising wall socket

(shuttered) and switch including bonding to existing earth

with 1mm² PVC insulated (Unsheathed) flame retardant

single core multistrand copper conductor cable.

Each

Wiring in P.V.C. insulated Fire Retardant copper conductor ISI

marked (Unsheathed) flexible multistrand cable to be laid in

heavy gauge, uPVC, fire retardant conduit pipe 20mm/25mm

dia. (2mm thick) ISI marked, recessed in wall etc., complete

with powder coated/anodized concealed metal boxes required

for suitable number of modules, for having electronic fan

regulators, bell push, electronic buzzer, 5pin 6Amp., 6pin

16/20Amp. Sockets and 6Amp./16/20Amp. Switches (Screw

Type Modular Accessories) etc., and covered with Frame Plate

etc., & including the cost of required number of modular

switches/sockets, step type electronic fan regulator 100watts,

PVC connector (For Fan Box and Electronic Buzzer), Steel

Hooks, Circular Inspection Box (Recessed Type and Deep

Type) uPVC conduit pipe & copper wire and other Petty

material etc. including the cost of cutting and filling up of

chases:-

RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH

MODULAR SWITCHES:


Item No. Unit

1 3

Description

2

VI. Wiring 6pin 6/16/20Amp. Plug control comprising wall

socket (shuttered) and switch including bonding to



cable. Each

VII. Wiring light point in 1.5mm² copper conductor cable with


31.34 A SWITCH DISCONNECTOR FUSE UNIT (Without Sheet

Enclosure):

I. Supply and erection of 32Amp. 415volts, 50Hz. Double

Pole Switch Disconnector fuse unit with HRC Fuses

(Panel mounting Cubicle type) in the existing Cubical

Panel confirms to IS:13947 (PartI&III) complete with G.I.

Bolts, Nuts & Connection on both sides of switch with

sutiable size of Thimbles, including cost of HRC fuses

etc. Each

II. Supply and erection of 63Amp. 415volts, 50Hz. Double






etc. Each

III. Supply and erection of 100Amp. 415volts, 50Hz. Double






etc. Each

31.34 IV. Supply and erection of 125Amp. 415volts, 50Hz. Double






etc. Each

V. Supply and erection of 32Amp. 415volts, 50Hz. Triple

Pole and Neutral Switch Disconnector fuse unit with HRC

Fuses (Panel mounting Cubicle type) in the existing

Cubical Panel confirms to IS:13947 (PartI&III) complete

with G.I. Bolts, Nuts & Connection on both sides of

switch with sutiable size of Thimbles, including cost of

HRC fuses etc. Each

VI. Supply and erection of 63Amp. 415volts, 50Hz. Triple






HRC fuses etc. Each


Item No. Unit

1 3

Description

2

VII. Supply and erection of 100Amp. 415volts, 50Hz. Triple






HRC fuses etc. Each

VIII. Supply and erection of 125Amp. 415volts, 50Hz. Triple






HRC fuses etc. Each

IX. Supply and erection of 160Amp. 415volts, 50Hz. Triple






HRC fuses etc. Each

X. Supply and erection of 200Amp. 415volts, 50Hz. Triple






HRC fuses etc. Each

31.34 XI. Supply and erection of 250Amp. 415volts, 50Hz. Triple






HRC fuses etc. Each

XII. Supply and erection of 320Amp. 415volts, 50Hz. Triple






HRC fuses etc. Each

XIII. Supply and erection of 400Amp. 415volts, 50Hz. Triple






HRC fuses etc. Each


Item No. Unit

1 3

Description

2

XIV. Supply and erection of 630Amp. 415volts, 50Hz. Triple






HRC fuses etc. Each

31.34 B SWITCH DISCONNECTOR FUSE UNIT (With Sheet

Enclosure):

I. Supply and erection of 32Amp. 415volts, 50Hz. Double

Pole Switch Disconnector fuse unit with HRC Fuses in

sheet enclosure on the existing surface confirms to

IS:13947 (PartI&III) complete with G.I. Bolts & Nuts/Rag

Bolts & Nuts etc. according to the size of holes in the

body of enclosure and Connection on both sides of

switch with sutiable size of Thimbles including bonding to

existing earth and cost of HRC fuses etc. Each

II. Supply and erection of 63Amp. 415volts, 50Hz. Double








III. Supply and erection of 100Amp. 415volts, 50Hz. Double








31.34 (B) IV. Supply and erection of 125Amp. 415volts, 50Hz. Double








V. Supply and erection of 32Amp. 415volts, 50Hz. Triple

Pole & Neutral Switch Disconnector fuse unit with HRC

Fuses in sheet enclosure on the existing surface

confirms to IS:13947 (PartI&III) complete with G.I. Bolts

& Nuts/Rag Bolts & Nuts etc. according to the size of

holes in the body of enclosure and Connection on both

sides of switch with sutiable size of Thimbles including

bonding to existing earth and cost of HRC fuses etc. Each


Item No. Unit

1 3

Description

2

VI. Supply and erection of 63Amp. 415volts, 50Hz. Triple








VII. Supply and erection of 100Amp. 415volts, 50Hz. Triple








VIII. Supply and erection of 125Amp. 415volts, 50Hz. Triple








IX. Supply and erection of 160Amp. 415volts, 50Hz. Triple








31.34 (B) X. Supply and erection of 200Amp. 415volts, 50Hz. Triple








XI. Supply and erection of 250Amp. 415volts, 50Hz. Triple









Item No. Unit

1 3

Description

2

XII. Supply and erection of 320Amp. 415volts, 50Hz. Triple








XIII. Supply and erection of 400Amp. 415volts, 50Hz. Triple








XIV. Supply and erection of 630Amp. 415volts, 50Hz. Triple







bonding to existing earth and cost of HRC fuses etc.Each

31.35 A ON LOAD CHANGEOVER SWITCH (Without Sheet

Enclosure)

I. Supply and erection of 125Amp. 415Volts, 50Hz. Four

Pole On Load Change over Switch with advance neutral

UNIT (Panel mounting Cubical type) in the existing

Cubical Panel Confirms to IS:13947 (PartIII). complete


switch with sutiable size of Thimbles. Each

II. Supply and erection of 160Amp. 415Volts, 50Hz. Four






31.35 (A) III. Supply and erection of 200Amp. 415Volts, 50Hz. Four






IV. Supply and erection of 250Amp. 415Volts, 50Hz. Four







Item No. Unit

1 3

Description

2

V. Supply and erection of 320Amp. 415Volts, 50Hz. Four






VI. Supply and erection of 400Amp. 415Volts, 50Hz. Four






VII. Supply and erection of 630Amp. 415Volts, 50Hz. Four






VIII. Supply and erection of 800Amp. 415Volts, 50Hz. Four






IX. Supply and erection of 1000Amp. 415Volts, 50Hz. Four






31.35 B ON LOAD CHANGEOVER SWITCH (With Sheet

Enclosure):

I. Supply and erection of 125Amp. 415Volts, 50Hz. Four


UNIT in sheet enclosure on the existing surface confirms

to IS:13947 (Part III) complete with G.I. Bolts & Nuts/Rag




the existing earth. Each

31.35 (B) II. Supply and erection of 160Amp. 415Volts, 50Hz. Four









Item No. Unit

1 3

Description

2

III. Supply and erection of 200Amp. 415Volts, 50Hz. Four








IV. Supply and erection of 250Amp. 415Volts, 50Hz. Four








V. Supply and erection of 320Amp. 415Volts, 50Hz. Four








VI. Supply and erection of 400Amp. 415Volts, 50Hz. Four








VII. Supply and erection of 630Amp. 415Volts, 50Hz. Four








VIII. Supply and erection of 800Amp. 415Volts, 50Hz. Four








31.35 (B) IX. Supply and erection of 1000Amp. 415Volts, 50Hz. Four









Item No. Unit

1 3

Description

2

31.36 A MOULDED CASE CIRCUIT BREAKER:

(Fixed type thermal and Magnetic setting)

I. Supply and erection of 25-100Amp. 415volts Breaking

Capacity 16KA Three Pole MCCB unit (Fixed type

thermal and Magnetic setting) (Panel mounting Cubical

type) in the existing Cubical Panel Confirms to

IEC:60947-II. Each

II. Supply and erection of 125Amp. 415volts Breaking




IEC:60947-II. Each

III. Supply and erection of 25-100Amp. 415volts Breaking




IEC:60947-II. Each

IV. Supply and erection of 25-100Amp. 415volts Breaking




IEC:60947-II. Each

V. Supply and erection of 125Amp. 415volts Breaking




IEC:60947-II. Each

VI. Supply and erection of 160Amp. 415volts Breaking




IEC:60947-II. Each

VII. Supply and erection of 200Amp. 415volts Breaking




IEC:60947-II. Each

VIII. Supply and erection of 250Amp. 415volts Breaking




IEC:60947-II. Each

IX. Supply and erection of 25-100Amp. 415volts Breaking




IEC:60947-II. Each

31.36A X. Supply and erection of 125Amp. 415volts Breaking




IEC:60947-II. Each


Item No. Unit

1 3

Description

2

XI. Supply and erection of 160Amp. 415volts Breaking




IEC:60947-II. Each

XII. Supply and erection of 200Amp. 415volts Breaking




IEC:60947-II. Each

XIII. Supply and erection of 250Amp. 415volts Breaking




IEC:60947-II. Each

31.36 B MOULDED CASE CIRCUIT BREAKER:

(Fixed Type Magnetic Setting & Adjustable thermal

setting)I. Supply and erection of 25-100Amp. 415volts Breaking

Capacity 25KA Three Pole MCCB unit (Fixed Type

Magnetic Setting & Adjustable thermal setting) (Panel

mounting Cubical type) in the existing Cubical Panel

Confirms to IEC:60947-II. Each






III. Supply and erection of 160Amp. 415volts Breaking





IV. Supply and erection of 200Amp. 415volts Breaking










VI. Supply and erection of 25-100Amp. 415volts Breaking





31.36 (B) VII. Supply and erection of 125Amp. 415volts Breaking






Item No. Unit

1 3

Description

2






IX. Supply and erection of 200Amp. 415volts Breaking





X. Supply and erection of 250Amp. 415volts Breaking





XI. Supply and erection of 315-400Amp 415volts Breaking





XII. Supply and erection of 500-630Amp 415volts Breaking










31.36 C MOULDED CASE CIRCUIT BREAKER:

(Fixed Type Magnetic Setting & Adjustable thermal

setting)I. Supply and erection of 25-100Amp. 415volts Breaking

Capacity 25 KA Four Pole MCCB unit (Fixed Type









III. Supply and erection of 160Amp. 415volts Breaking





31.36 (C) IV. Supply and erection of 200Amp. 415volts Breaking






Item No. Unit

1 3

Description

2






VI. Supply and erection of 25-100Amp. 415volts Breaking

Capacity 35KA Four Pole MCCB unit (Fixed Type




VII. Supply and erection of 125Amp. 415volts Breaking










IX. Supply and erection of 200Amp. 415volts Breaking





X. Supply and erection of 250Amp. 415volts Breaking





XI. Supply and erection of 315-400Amp.415volts Breaking





XII. Supply and erection of 500-630Amp. 415volts Breaking










31.37 SHEET METAL DOUBLE DOOR DISTRIBUTION

BOARDS FOR (M.C.B'S/ISOLATORS):


Item No. Unit

1 3

Description

2

31.37 I. Supply and Erection of Sheet Metal Double Door S.P. &

N. distribution Board (dust protected) provided with bus-

bar, neutral-link and din-bar, suitable for incorporating

M.C.B's/Isolators, 4way each including bonding to

existing earth. Each

II. Supply and Erection of Sheet Metal Double Door S.P. &





III. Supply and Erection of Sheet Metal Double Door S.P. &





IV. Supply and Erection of Sheet Metal Double Door S.P. &





V. Supply and Erction of Sheet Metal Double Door T.P. & N.

distribution Board (dust protected) provided with bus-bar,

neutral-link and din-bar, suitable for incorporating

S.P./S.P. & N Isolators or cubical switch for incoming &

single pole M.C.B's for outgoing 4way each including

bonding to existing earth. Each

VI. Supply and Erction of Sheet Metal Double Door T.P. & N.






VII. Supply and Erction of Sheet Metal Double Door T.P. & N.






VIII. Supply and Erction of Sheet Metal Double Door T.P. & N.






IX. Supply and Erction of Sheet Metal Double Door T.P. & N.

(vertical design) distribution Board (dust protected)


for incorporating S.P./S.P. & N Isolators or cubical switch

for incoming & single pole M.C.B's for outgoing 4way

each including bonding to existing earth. Each


Item No. Unit

1 3

Description

2

31.37 X. Supply and Erction of Sheet Metal Double Door T.P. & N.






XI. Supply and Erction of Sheet Metal Double Door T.P. & N.






31.38 A RESIDUAL CURRENT CIRCUIT BREAKER:

I. Supply and Erection of Residual current circuit breaker

double pole 16/25Amp., Sensitivity 30mA, Suitable for

240/415volts 50 cycles A.C. Supply, including bonding to


II. Supply and Erection of Residual current circuit breaker

double pole 32/40Amp., Sensitivity 30mA, Suitable for



III. Supply and Erection of Residual current circuit breaker

double pole 63Amp., Sensitivity 30mA, Suitable for



IV. Supply and Erection of Residual current circuit breaker

double pole 16/25Amp., Sensitivity 100/300mA, Suitable

for 240/415volts 50 cycles A.C. Supply, including


V. Supply and Erection of Residual current circuit breaker

double pole 32/40Amp., Sensitivity 100/300mA, Suitable

for 240/415volts 50 cycles A.C. Supply, including


VI. Supply and Erection of Residual current circuit breaker

double pole 63Amp., Sensitivity 100/300mA, Suitable for



VII. Supply and Erection of Residual current circuit breaker

four pole 16/25Amp., Sensitivity 30mA, Suitable for



VIII. Supply and Erection of Residual current circuit breaker

four pole 32/40Amp., Sensitivity 30mA, Suitable for



IX. Supply and Erection of Residual current circuit breaker

four pole 63Amp., Sensitivity 30mA, Suitable for



X. Supply and Erection of Residual current circuit breaker

four pole 16/25Amp., Sensitivity 100/300mA, Suitable for




Item No. Unit

1 3

Description

2

31.38A XI. Supply and Erection of Residual current circuit breaker

four pole 32/40Amp., Sensitivity 100/300mA, Suitable for



XII. Supply and Erection of Residual current circuit breaker

four pole 63Amp., Sensitivity 100/300mA, Suitable for



31.38 B RCBO

I. Supply and Erection of RCBO (Earth Leakage, Overload

& Short Circuit Protection Device) double pole

16/25Amp. Sensitivity 30mA, Suitable for 240/415volts

50 cycles A.C. Supply, including bonding to existing

earth. Each

II. Supply and Erection of RCBO (Earth Leakage, Overload

& Short Circuit Protection Device) double pole 32Amp.

Sensitivity 30mA, Suitable for 240/415volts 50 cycles

A.C. Supply, including bonding to existing earth.

Each

III. Supply and Erection of RCBO (Earth Leakage, Overload




Each

IV. Supply and Erection of RCBO (Earth Leakage, Overload




Each

V. Supply and Erection of RCBO (Earth Leakage, Overload

& Short Circuit Protection Device) double pole

16/25Amp. Sensitivity 100/300mA, Suitable for



VI. Supply and Erection of RCBO (Earth Leakage, Overload


Sensitivity 100/300mA, Suitable for 240/415volts 50

cycles A.C. Supply, including bonding to existing earth.

Each

VII. Supply and Erection of RCBO (Earth Leakage, Overload




Each

VIII. Supply and Erection of RCBO (Earth Leakage, Overload




Each

31.39 EARTHING OF METALLIC CASES ETC. (COPPER EARTHING):


Item No. Unit

1 3

Description

2

31.39 I. Earthing of Sheet metal/ iron clad switches and metallic


rivetted to (30 cm x 120 cm x 3mm thick) tinned copper

plate (made cylindrical) burried 10metre below ground


including fixing the copper tape on wall and in floor etc. ,


length . Each

II. Earthing of Sheet metal/ iron clad switches and metallic







length . Each

III. Earthing of Sheet metal/ iron clad switches and metallic







length . Each

IV. Earthing of Sheet metal/ iron clad switches and metallic







length . Each

V. Earthing of Sheet metal/ iron clad switches and metallic







length . Each

VI. Earthing of Sheet metal/ iron clad switches and metallic







length . Each


Item No. Unit

1 3

Description

2

31.39 VII. Earthing of Sheet metal/ iron clad switches and metallic







length. Each

VIII. Earthing of Sheet metal/ iron clad switches and metallic







length. Each

IX. Earthing of Sheet metal/ iron clad switches and metallic







length. Each

X. Earthing of Sheet metal/ iron clad switches and metallic

cases etc., with 8SWG (4mm dia)copper wire run

through 15mm dia G.I. Pipe complete with connecting

the copper wire to (30cm x 60cm x 3mm thick) tinned

copper plate (made cylindrical) burried 10metre below

ground level and surrounded by salt & charcoal dust

mixture including fixing the G.I. Pipe on wall and floor

etc. upto 13 meter in length. Each

Note :- Rates of item No. 31.32 to 31.39 are based on September 2008.


Through rate

4

129.00

111.00

112.00

31.00

69.00

45.00

54.00

149.00

22.00

CHAPTER NO. 31


Through rate

4

142.00

170.00

110.00

126.00

85.00

48.00

65.00

50.00

159.00

31.00

119.00

104.00

99.00

71.00

29.50


Through rate

4

42.00

47.00

136.00

19.00

2.00

1.20

16.00

18.00

21.00

25.00

32.00

48.00

7.70

2.10

3.10

4.80

6.85

10.30

18.00


Through rate

4

1.60

2.40

3.90

34.00

34.00

37.00

41.00

48.00

52.00

59.00

73.00

35.00


Through rate

4

36.00

39.00

44.00

51.00

58.00

64.00

76.00

96.00

111.00

128.00

160.00

181.00

216.00

237.00

289.00

361.00

62.00

81.00


Through rate

4

85.00

108.00

125.00

151.00

182.00

208.00

253.00

277.00

331.00

424.00

36.00

39.00

43.00

45.00

58.00

19.00


Through rate

4

19.00

21.00

26.00

33.00

37.00

44.00

58.00

20.00

21.00

24.00

29.00

36.00

43.00

49.00

61.00

81.00

96.00

113.00


Through rate

4

143.00

164.00

199.00

220.00

272.00

344.00

47.00

66.00

69.00

93.00

110.00

135.00

164.00

190.00

235.00

260.00

313.00

406.00


Through rate

4

21.00

24.00

28.00

30.00

42.00

15.00

15.00

17.00

20.00

28.00

33.00

44.00

53.00

16.00

17.00

19.00


Through rate

4

22.00

30.00

39.00

51.00

64.00

79.00

92.00

111.00

142.00

165.00

198.00

222.00

270.00

339.00

43.00

55.00

70.00

89.00


Through rate

4

108.00

129.00

168.00

192.00

236.00

258.00

311.00

402.00

18.00

19.00

21.00

26.00

37.00

46.00

60.00

72.00


Through rate

4

11.00

12.00

13.00

16.00

24.00

30.00

36.00

44.00

12.00

13.00

15.00

18.00

26.00

35.00

42.00

55.00

72.00

85.00


Through rate

4

105.00

129.00

153.00

186.00

209.00

256.00

326.00

39.00

45.00

61.00

83.00

101.00

122.00

155.00

179.00

223.00

245.00

298.00


Through rate

4

388.00

14.00

15.00

17.00

22.00

33.00

42.00

51.00

63.00

22.00

23.00

25.00

29.00

36.00

41.00

53.00


Through rate

4

67.00

24.00

25.00

27.00

32.00

40.00

46.00

58.00

70.00

88.00

102.00

125.00

156.00

177.00

212.00

233.00

285.00

357.00

50.00

75.00

78.00

100.00

117.00

142.00

178.00


Through rate

4

203.00

249.00

273.00

327.00

420.00

25.00

28.00

32.00

34.00

46.00

27.00

28.00

30.00

34.00

41.00

46.00

54.00

68.00


Through rate

4

29.00

30.00

33.00

37.00

45.00

52.00

59.00

71.00

89.00

103.00

121.00

151.00

172.00

207.00

228.00

280.00

352.00

55.00

76.00

79.00

101.00

117.00

143.00

173.00

198.00


Through rate

4

244.00

268.00

327.00

415.00

30.00

33.00

37.00

39.00

52.00

20.00

24.00

33.00

34.00

48.00

65.00

23.00

27.00

35.00

36.50

50.00

67.00

9.90

12.00

16.50

22.00

36.00

13.00

15.50


Through rate

4

19.00

24.00

37.50

8.80

9.70

12.25

17.50

24.00

33.00

5.05

5.70

7.60

9.50

14.00

18.00

7.15

8.20

16.00

5.10

6.60

13.00

Category A

For Brands

Confirming to

I.S. Standard

(duly

approved)


Through rate

4

60.00

116.00

140.00

119.00

148.00

294.00

473.00

859.00

146.00

195.00

390.00

689.00

1271.00

1565.00

2835.00

152.00

201.00

403.00

699.00

1290.00

1584.00

2886.00

126.00


Through rate

4

160.00

335.00

834.00

1078.00

168.00

241.00

441.00

727.00

1183.00

1544.00

2266.00

2783.00

207.00

273.00

504.00

854.00

1246.00

1597.00

2424.00

2834.00

21219.00


Through rate

4

29390.00

22028.00

31099.00

86.00

87.00

109.00

178.00

216.00

196.00

197.00

241.00

292.00

292.00

355.00

386.00

387.00

456.00


Through rate

4

72.00

84.00

100.00

146.00

165.00

210.00

210.00

253.00

305.00

293.00

331.00

369.00

55.00

55.00

182.00

55.00

221.00


Through rate

4

228.00

281.00

319.00

622.00

774.00

815.00

1018.00

635.00

828.00

1030.00

206.00

244.00


Through rate

4

333.00

402.00

580.00

1903.00

158.00

266.00

355.00

274.00

324.00


Through rate

4

406.00

590.00

691.00

349.00

475.00

614.00

828.00

1030.00

711.00

762.00

800.00


Through rate

4

914.00

1123.00

776.00

839.00

943.00

1205.00

1345.00

2155.00

1133.00

1197.00

1288.00


Through rate

4

1622.00

2267.00

2925.00

153.00

255.00

331.00


Through rate

4

217.00

293.00

331.00

514.00

603.00

267.00

361.00

431.00

562.00


Through rate

4

701.00

382.00

464.00

528.00

636.00

838.00

586.00

713.00

797.00


Through rate

4

991.00

1162.00

1649.00

880.00

957.00

1073.00

1211.00

1407.00

1913.00


Through rate

4

1092.00

1202.00

1372.00

48.00

1116.00

1326.00

1575.00

279.00

303.00

327.00

84.00

91.00

100.00

818.00


Through rate

4

842.00

874.00

359.00

419.00

551.00

1309.00

879.00

1049.00

1258.00

1432.00

1508.00

1929.00

2560.00

3211.00

4212.00

516.00

583.00

790.00

1548.00

1873.00

42.00

57.00

68.00

351.00

409.00

476.00

568.00

548.00


Through rate

4

778.00

695.00

977.00

110.00

134.00

180.00

217.00

261.00

107.00

112.00

115.00

126.00

114.00

122.00

141.00

148.00

151.00

158.00

172.00

165.00

181.00

199.00

142.00

156.00

175.00

219.00

241.00

265.00

296.00

407.00


Through rate

4

522.00

631.00

704.00

1112.00

1914.00

202.00

226.00

275.00


Through rate

4

318.00

364.00

198.00

201.00

207.00

218.00

206.00

220.00

234.00

241.00

244.00

259.00

274.00

268.00

284.00

299.00

240.00

255.00

276.00

322.00

347.00

374.00

405.00

519.00


Through rate

4

23.00

27.00

24.00

27.00

29.00

33.00

125.00

357.00

363.00

417.00


Through rate

4

330.00

1231.00

1353.00

1474.00

1.45

0.48

2.10

15.00

12.70

16.50

13.85


Through rate

4

20.00

18.60

37.00

50.00

62.00

4.40

4.90

4.80

21.50

18.50

17.50

20.00

16.00

52.00

58.00


Through rate

4

57.00

64.00

10.00

12.50

95.00

102.00

22.00


Through rate

4

6.50

19.00

22.00

32.00

35.00

6.40

11.40

8.70

7.50

1.30

6.30

1.10

9.50

0.80

0.90

1.05

1.25

1.35

1.60

2.00

2.30

2.80

11.50

2.15


Through rate

4

28.50

25.00

37.00

41.00

42.00

55.00

60.00

23.00

28.00

30.00

42.00

48.00

3.65

69.00

91.00

123.00


Through rate

4

193.00

12.00

15.00

19.00

26.00

123.00

160.00

211.00

17.00

22.00

29.00

62.00


Through rate

4

95.00

84.00

112.00

106.00

160.00

145.00

215.00

11.30

15.20

18.30

22.00


Through rate

4

54.00

78.00

41.00

11.50

31.00

48.00

2.80

6.40

9.40

4.00

19.00

18.00

22.00

29.00

42.00

50.00

2.00

10.00

6.00

7.00

9.00

32.00


Through rate

4

45.00

36.00

45.00

16.00

146.00

187.00

155.00

142.00

181.00

230.00

61.00

99.00

202.00

229.00

253.00

18.00

10.50

14.00


Through rate

4

19.00

27.00

82.00

45.00

16.00

508.00

368.00

400.00

69.00

19.50

13.00

15.00

19.65

4.05

2.60

3.85

41.00

39.00

44.00

41.00


Through rate

4

0.90

5.40

3.65

7.10

4.50

19.00

34.00

70.00

356.00

8.50

9.00

11.70

12.60

16.00


Through rate

4

18.00

23.00

16.00

7.40

8.10

389.00

643.00

1008.00


Through rate

4

781.00

872.00

1225.00

1443.00

1503.00


Through rate

4

1582.00

735.00

827.00

1174.00

1381.00


Through rate

4

1440.00

1520.00

226.00

318.00

501.00

5.80

9.15

136.00

31.00

190.00


Through rate

4

160.00

82.00

136.00

35.00

24.00

20.50

17.00

113.00

35.00

16.50

133.00

43.00

4.60

34.00


Through rate

4

48.00

80.00

12.50

8.00

4.50

42.00

1.80

37.00

153.00

98.00

91.00

18.00

28.00

10.20

11.50

14.00

18.00

6.10

7.40

14.00

17.00

21.00

23.50

30.50

60.00

99.00


Through rate

4

137.00

25.00

4.55

9.60

111.00

203.00

990.00

1097.00

741.00

974.00

608.00


Through rate

4

349.00

359.00

1120.00

722.00

803.00

505.00

737.00

467.00

322.00


Through rate

4

350.00

814.00

1257.00

1773.00

3646.00

3784.00

1366.00

1998.00


Through rate

4

3843.00

4333.00

3906.00

5828.00

6901.00

9173.00

11300.00


Through rate

4

18306.00

1813.00

2221.00

4255.00

4397.00

2230.00


Through rate

4

2877.00

5104.00

5567.00

6882.00

7430.00

8967.00


Through rate

4

11280.00

13441.00

21552.00

6658.00

7236.00

8818.00

12488.00


Through rate

4

13156.00

19159.00

22700.00

32567.00

53348.00

8865.00

10269.00


Through rate

4

10996.00

15085.00

16074.00

23316.00

27266.00

38979.00

66532.00


Through rate

4

2506.00

3664.00

2880.00

3872.00

4565.00

5421.00

6639.00

10120.00

5224.00

6100.00


Through rate

4

6567.00

7499.00

11302.00

3112.00

3604.00

3788.00

4453.00

5050.00

3844.00

3964.00


Through rate

4

5482.00

6588.00

10164.00

12368.00

15116.00

18894.00

4393.00

6042.00

6854.00

8669.00


Through rate

4

10498.00

4427.00

5049.00

6810.00

9106.00

12309.00

16455.00

17741.00

24764.00


Through rate

4

699.00

923.00

1204.00

1466.00

1835.00

2261.00

2800.00

3835.00

4222.00


Through rate

4

5337.00

6818.00

1349.00

1422.00

1916.00

1312.00

1400.00

1835.00

1726.00

1748.00

1993.00

1661.00


Through rate

4

1690.00

1946.00

1217.00

1275.00

1330.00

1630.00

1272.00

1338.00

1378.00

1711.00


Through rate

4

9155.00

12337.00

15519.00

10012.00

13797.00

17582.00


Through rate

4

11213.00

15844.00

20475.00

5001.00

Rates of item No. 31.32 to 31.39 are based on September 2008.


1

2

3

Sr. No. Description Unit Rate Remarks

1 2 3 4 5

32.1 Diesel Road Roller (8 – 10 tonne). Per-day 300.00 --

32.2 Diesel truck/Tipper. Per-day 330.00 --

32.3 Concrete Mixture. Per-day 100.00 --

32.4 Concrete Vibrator. Per-day 42.00 --

32.5 Pumping Set up to 5 H.P. Per-day 60.00 --

32.6 Floor grinding machine. Per-day 50.00 --

32.7 Tar boiler. Per-day 260.00 --

32.8 Hot Mix Plant 6 – 8 T.P.H. Capacity. Per-day 890.00 --

32.9 Tractor with disc harrows. Per-day 180.00 --

32.10 Paver Finisher 60 T.P.H. Capacity. Per-day 610.00 --

These Charges are for estimation purposes and not for hiring of private machinery from the market

for which competitive tenders/quotations shall be called and approval of the appropriate authority

obtained.

These charges are inclusive of all P.O.L. charges in case of item Nos. 32.1, 32.2, 32.7, 32.8, 32.9

& 32.10, but exclusive of these for other items for which the petrol and lubricants will be provided

by the user.

CHAPTER NO. 32

HIRE CHARGES OF MACHINERY

These rates are applicable to Departmental works only.

Notes :-


(i)

(ii)

(iii)

(iv)

(v)

(vi)

Sr. No. Unit Through

Rate

1 3 4

33.1

Cum. 49.00

33.2

100 Sqm. 42.50

33.3

100 Sqm. 52.00

33.4

100 Sqm. 50.50

33.5

100 Sqm. 84.00

33.6

100 Sqm. 123.00

Turfing lawns with fine grassing including ploughing, dressing including

breaking of clods removal of rubbish dressing and supplying of doob

grass roots at 10 cm apart including supplying and spreading of manure

at the rate of 0.60 cum per 100 sqm.

Turfing slopes of new banks with rough grassing including preparation of

ground, supplying and planting doob grass roots, at 15cm. apart

supplying and spreading manure at the rate 0.18 cum per 100 sqm.

Turfing slopes of old banks, with rough grassing including preparation of

ground, supplying and planting doob grass roots, at 15cm. apart,

supplying and spreading manure at the rate of 0.18 cum per 100 sqm

and loosening soil with kassi.

Making lawns including ploughing and dragging with sohaga breaking of

clods removal of earth rubbish dressing and supplying doob grass roots

and planting at 15 cm. apart including supplying of manure at the rate of

0.18 cum per 100 sqm & loosening soil with kassi.

Maintenance of lawns or turfing of slopes (rough grassing) for a period of

one year including water etc.

Stacks of well decayed farm yard manure 32.5 cm in height, shall be measured and paid for 30 cm

height.

The labour rates include the cost of water charges.

The rates noted below are applicable for gardening works in lawns of the buildings, road sides, high

slopes, canal embankments and arboriculture. The depth required to be excavated for planting of

trees/grass etc. shall be decided by the Engineer-in-charge with due difference to the site and

climatic conditions. The actual volume of excavated soil/earth shall be paid according to the

classification of soil. In case longer lead and lift is involved in the execution of a particular item,

additional rates shall be paid.

Supplying at site of work well decayed farm yard manure, from approved

source, including screening and stacking.

The procurement of earth/sludge or manure shall be from the sources as specified by the Engineer-

in-charge. In case these are imported from a distant place longer than the ones specified in the

items additional rates shall be paid on the basis of cheapest mode of transport.

The cost of saplings/shrubs or grass etc., if specifically procured for planting shall be paid

separately

Description

2

CHAPTER NO. 33

HORTICULTURE

Notes :-

The rates given under this chapter are subject to the following conditions in addition to the

conditions laid down in the P.W.D. specifications.



Rate

1 3 4

Description

2

33.7

100 Sqm. 149.00

33.8

100 Metre 1084.00

33.9

100 Metre 506.00

33.10

(i) Hole 1.2 metres dia and 1.2 metres deep. Each 10.30

(ii) Hole 0.60 metres dia and 0.60 metres deep. Each 1.65

33.11

per meter 2.75

33.12

100 Sqm. 93.00

33.13

Each 125.00

33.14

Each 277.00

33.15

(i) A coat of coal tar Sqm. 29.00

(ii) Two or more coats of ready mixed paint of approved quality and

shade over a priming coat. Sqm. 44.50

Digging holes in all kinds of soil, and refilling the same with the excavated

earth, mixed with well decayed farm yard manure (Cost of well decayed

farm yard manure to be paid separately.)

Maintenance of lawns with fine grassing for the first year including

watering etc.

Providing fixing M.S. plates iron/tree guard 60 cm. dia and 2 metres high

above ground level, formed of 4 Nos., 25mm. X 6mm and 6 No. 25mm x

3mm vertical M.S flats rivetted to 3 Nos. 25mm x 6mm M.S plates iron

rings in two halves bolted together with 8mm dia & 30mm long bolt

including painting two coats with paint of approved brand and

manufacture over a coat of priming complete in all respects.

Making tree guard 53cm. dia, and 1.3 metre high as per design from

empty coal tar/Bitumen drums specified for by the department including

providing and fixing 2 Nos. M.S sheet rings 50mm x 0.5mm with rivets

complete in all respects including painting in side and out side.

Planting permanent hedges including digging of trenches 60cm wide and

45 cm. deep, refilling the excavated earth mixed with manure, supplied at

the rate of 4.65 Cum. Per 100 metres, and supplying and planting hedge

plants at 30cm. apart.

Maintaining the hedges for the first two years including watering etc.

complete.

Edging with 2nd class bricks laid dry length wise, including excavation,

refilling, consolidating with hand packing and spreading neatly surplus

earth with a lead of 50 metres.

Renovating lawns including weeding, cheeling the grass, forking the

ground, top dressing with forked soil, watering and maintaining the lawns

for 30 days or more, till the grass forms a thick lawn, free from weeds

and fit for moving and disposal of rubbish as directed including supplying

good earth if needed but excluding the cost of well decayed farm yard

manure.

Half brick circular tree Guard in 2nd class bricks internal dia. 1.25 metres

and height 1.2 metres above ground and 0.20 metres below ground

bottom two courses laid dry and top three courses in cement mortar (1:6)

1 cement and 6 sand and the intermediate courses being in dry/honey

comb masonry as per standard design complete.



Rate

1 3 4

Description

2

33.16

Each 21.50

33.17

(i) Maintenance of the tree for the Ist year including watering etc. Each 48.00

(ii) Maintenance of the tree for the 2nd year including watering etc. Each 40.00

(iii) Maintenance of the tree for the 3rd year including watering etc.

Each 37.00

(iv) Maintenance of the tree for 4th & 5th year including watering etc. Each 32.00

33.18

Each 13.50

33.19

Each 35.50

33.20

Each 8.30

33.21

Sqm. 35.00

33.22

Sqm. 146.00

33.23

Sqm. 110.00

33.24

Sqm. 127.00

33.25

Sqm. 554.00

Planting permanent shrubs including digging of pits on earth size 0.60m x

0.60m.x 0.60m deep, refilling the excavated earth mixed with manure,

supplied at the rate of 0.056 Cum each and watering supply through the

tractor tanker.

Maintenance of shrub for one year including watering through tractor

tanker.

Supply and maintenance of thorny bush around the tree with manual

labour.

Supplying and planting permanent trees including digging of earth pits

size 75 cm x 75 cm x 75cm deep refilling the excavated earth mixed with

manure supplied at the rate of 0.113 Cum. each and watering, supplying

through tractor tanker.

MAINTENANCE OF THE TREE

Planting selection No.1, Superior Quality grass with machinery including

ploughing the land leveling and dressing applying for made manure in

25mm layer, application of insecticide / pesticide to safeguard against

soil born insect/pests. Supplying and planting superior quality grass 7 to

10cm apart, weeding at 15 days interval for one month, top dressing with

soil, sand, FYM, mixture in 25mm layer over uneven surface 1:1:1 ratio.

Planting ground cover plants including digging and refilling of beds with

excavated soil and FYM, fertilizer and insecticides. Planting of sapling at

300mm distance of plant to plant and row to row, providing and fixing

brick tile edging.

Planting flower beds including digging and refilling of beds with excavated

soil and FYM fertilizer and insecticides planting of sapling at 300mm

distance of plant to plant and row to row.

Planting rose beds including digging and refilling of beds with excavated

soil and FYM fertilizer and insecticides planting of sapling at distance of

75 cm. plant to plant and row to row.

Creating earth mounds making desirable grade 1.20mtr. with plantation,

brick tiles and white stones including supply of earth, ground cover

plants, rare plants, supplying and fixing brick tiles for making boxes,

supplying white stone of average 15cm. size and fixing in position.



Rate

1 3 4

Description

2

33.26

Sqm. 231.00

33.27

Each 655.00

33.28

Sqm. 65.00

33.29

Sqm. 219.00

33.30

Sqm. 63.00

33.31

Each 1204.00

Note :-

Planting rare & specimen plants including digging and refilling of beds

with excavated soil and FYM, fertilizer and insecticides, planting of

sapling in groups, providing and fixing brick tile edging.

Maintenance of ground cover plants for one year including 27 No.

waterings @ 4 waterings in the month of March, April, May and June, two

No. irrigations each in the month of February, October, November and

December and one irrigation each in July, August and September or as

per requirement of seasonal variations. 15 Nos. hoeings @ two hoeing

each in the month of July, Aug. & Sept. and one hoeing each in the

remaining 9 months, manuring with well rotten farmyard manure two

times in a year each time, providing and applying of fertilizers, plant

protection measures, training of plants and replacement of causalities.

Planting ground cover (rare plants) including digging and refilling of beds

with excavated soil and FYM, fertilizer and insecticides, planting of

sapling at 300mm distance of plant to plant and row to row, providing

and fixing brick tile edging.

Rates of item No. 33.21 to 33.31 are based on September 2008.

Maintenance of flower beds for one year including 27 No. waterings @ 4

waterings in the month of March, April, May and June, two No. irrigations

each in the month of February, October, November and December and

one irrigation each in July, August and September or as per requirement

of seasonal variations. 15 Nos. hoeings @ two hoeing each in the month

of July, Aug. & Sept. and one hoeing each in the remaining 9 months,

manuring with well rotten farmyard manure two times in a year each

time, providing and applying of fertilizers, plant protection measures,

training of plants and replacement of causalities.

Maintenance of rose beds for one year including 27 No. waterings @ 4

waterings in the month of March, April, May and June, two No. irrigations

each in the month of February, October, November and December and

one irrigation each in July, August and September or as per requirement

of seasonal variations. 15 Nos. hoeings @ two hoeing each in the month

of July, Aug. & Sept. and one hoeing each in the remaining 9 months,

manuring with well rotten farmyard manure two times in a year each

time, providing and applying of fertilizers, plant protection measures,

training of plants and replacement of causalities.

Providing and fixing steel tree guards having 3 Nos. legs of angel iron

size 25x25x3mm 1.8 mtr. height, 3 Nos. rings of MS bars 8mm thickness

60 cm. dia and fixing of wire mesh size 3.81x7.62 cm. around the angel

iron name plate 200mmx25mmx18 gauge including painting 2 coat with

ISI marked ready mixed paint after one priming coat of metal primer.


(i)

(ii)

Sr. No. Unit Labour

Rate

(Rs.)

Through

Rate

(Rs.)

1 3 4 5

34.1

(a) with cement sand mortar 1:4Sqm. 5.90 12.00

(b) with cement sand mortar 1:7Sqm. 5.90 9.40

(c) with cement lime mortar and sand 1:1:7Sqm. 5.90 12.50

34.2

(a) Door chowkats (1.22 M. x 2.06 M.)Each 28.00 37.50

(b) Window chowkats (1.52 M. x 1.22 M.)Each 24.00 31.50

(c) Clerestorey window chowkats (1.22 M. x 0.45 M.)Each 24.00 28.50

34.3

(a) for door chowkats (1.22 M. x 2.06 M.) Each 43.50 60.50

(b) for window chowkats (1.52 M. x 1.22 M.) Each 40.00 55.50

(c) for clerestorey window (1.22 M. x 0.46 M.) Each 37.00 45.00

Repairs to plaster in patches of area 2.5 sqm. and under including

cutting the patch in proper shape and preparing and plastering the

surface of the walls complete including disposal of rubbish to the

dumping ground within 50 metres lead :--

Fixing chowkats in existing opening including embedding chowkats

in floors or walls, cutting masonry for hold fasts embedding hold

fasts in cement concrete holes with cement concrete 1:3:6, painting

two coats of bitumen to sides of chowkats and making good the

damages to walls and floors as required complete including

disposal of rubbish to the dumping ground within 50 metre lead :--

Making the opening in brick masonry including dismantling, fixing,

chowkats in floor or walls, cutting masonry & fixing hold fasts in

cement concrete 1:3:6, painting two coats of coal tar to sides of

chowkats and making good the damages to walls and floors

complete to match the existing surface :--

Description

2

CHAPTER NO. 34

MAINTENANCE OF BUILDINGS AND ROADS

Notes :-

MISCELLANEOUS

The rates given below are labour rates unless otherwise stated.



Sr. No. Unit Labour

Rate

(Rs.)

Through

Rate

(Rs.)

1 3 4 5

Description

2

34.4

(a) lst Class teak wood cleats with steel hinges and screws. Each 6.60 13.00

(b) lst Class deodar wood cleats with steel hinges and screws.Each 6.40 11.00

(c) Sal wood cleats with steel hinges and screws. Each 6.40 12.00

(d) Ist class Kail wood cleats with steel hinges and screws. Each 6.40 11.00

34.5

(a) Glass panes weighing 8.44 Kg./Sqm. Sqm. 9.40 106.00

(b) Glass panes weighing 10.75 Kg./Sqm. Sqm. 9.40 129.00

(c) Frosted glass panes weighing 7.5 Kg./Sqm. Sqm. 9.40 101.00

34.6



(c) Frosted glass panes weighing 8.44 Kg/sqm. Sqm. 11.80 84.00

34.7



(c) Frosted glass panes weighing 8.44 Kg/sqm. Sqm. 5.60 71.00

34.8

(a) Ist class teak wood fillets 3.20m x 0.0125m x 0.0125m Metre 1.50 3.40

(b) Ist class Deodar wood fillets 3.20m x 0.0125m x 0.0125m Metre 1.50 2.57

(c) Ist class Kail wood fillets 3.20m x 0.0125m x 0.0125m Metre 1.50 2.43

34.9

(a) Refixing old glass panes with putty and nails. Sqm. 7.00 34.00

(b) Fixing old glass panes with wooden fillets. Sqm. 5.80 --

Renewal of old putty of Glass panes.

Renewing glass panes with putty and nails wherever necessary :--

Renewing glass panes with wooden fillets wherever necessary :--

Renewing glass panes and refixing existing wooden fillets-

Supplying and fixing new wooden fillets wherever necessary.

Providing and fixing wooden cleats of size 100mm x 75mm x

50mm to doors and windows with approved fittings including

removal of old cleats where necessary, including painting, polishing

or bees waxing to match the existing shade :--


Sr. No. Unit Labour

Rate

(Rs.)

Through

Rate

(Rs.)

1 3 4 5

Description

2

34.10

Each 23.00 28.00

34.11

Sqm. 28.00 28.30

34.12

(a) Mild steel plate and ring. Each 7.00 20.00

(b) Brass plate and ring. Each 7.00 25.00

34.13

(a) Sal wood battens. Cum. 556.00 9082.00

(b) Ist class deodar wood battens. Cum. 556.00 6919.00

(c) Ist class kail wood battens. Cum. 556.00 6030.00

34.14

(a) Sal wood beams Cum. 377.00 8840.00

(b) Ist class deodar wood. Cum. 377.00 6687.00

(c) Hollock wood beams. Cum. 377.00 4947.00

(d) kail wood beams. Cum. 377.00 5802.00

(e) Above 4.00 metre and up to 5 metre length :--

(i) Sal wood beams Cum. 491.00 8972.00

(ii) Ist class deodar wood beams Cum. 491.00 6813.00

(iii) lst class Kail wood beams Cum. 491.00 5926.00

(iv) Hollock wood beams. Cum. 491.00 5069.00

Renewing wooden battens roofs including making good the holes in

wall and painting with oil type wood preservative of approved brand

and manufacture complete including removal of rubbish to the

dumping ground within 50 metre lead.

Renewing wooden beams in roofs including making good the holes

in wall and painting with oil type wood preservative of approved

brand and manufacture complete including removal of rubbish to

the dumping ground within 50 metre lead.

Providing and fixing 16mm. M.S. fan clamps of standard shape and

size in existing R.C.C slab including cutting and making good and

painting exposed portion of the clamps complete.

Regrading terracing of mud plaster covered with tiles or bricks in

cement by dismantling tiles or bricks, removing mud plaster,

preparing the surface of mud plaster to proper, slope, relaying mud

plaster Gobri leaping and tiles or bricks grouted in cement mortar

1:3 (1 cement and 3 fine sand) including replacing unserviceable

tiles, or bricks with new over and disposal of unserviceable material

to the dumping ground within 50 metre lead (The cost of new tiles

or bricks excluded).

Providing and fixing cotton string 6mm. diameter (Machine made)

including supplying and fixing, wherever necessary, the plate and

ring as per existing fitting or as required of the clerestorey window.


Sr. No. Unit Labour

Rate

(Rs.)

Through

Rate

(Rs.)

1 3 4 5

Description

2

34.15

Each 56.00 137.00

34.16

Sqm. 9.20 16.25

34.17

(a) Those exceeding 100 sq cm in area. Each 59.00 --

(b) Those exceeding 100 sq cm but not exceeding 400 sq cm in

area. Each 76.00 --

(c) Those exceeding 400 sq cm in area. Each 94.00 --

34.18

(a) With brick tiles. Sqm. 4.80 8.75

(b) With modular brick tiles. Sqm. 4.80 8.50

Extra for making opening or recesses in A.C. corrugated/semi

corrugated sheet roofing of girth not more than one metre.

Flush pointing with cement sand mortar 1:3 (1cement, 3 fine sand),

mixed with 5% crude oil by weight of cement for flat tile bricks or

top of mud plaster.

Raking out joints in lime or cement mortar and preparing the

surface for repointing or replastering including disposal of rubish to

the dumping ground within 50 metre lead (excluding the cost of

scraping of plaster and replastering).

Renewing 100mm dia. 2.5 metre long sal wood Ballies post

embedded 60cm in the ground in a hole 45cm. dia. and 70cm

deep, filled with cement concrete 1:5:10 (1 cement, 5 fine sand, 10

stone aggregate) (40 mm. nominal size) including necessary

excavation cement concrete foundation & painting two coats with

oil type wood preservative of approved brand and manufacture

complete, including disposal of rubbish to the dumping ground

within 50 metre lead.


Common Schedule of Rates

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Transcript of Common Schedule of Rates