29973001-Final-CSR

FORWARD

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

Patiala : (Er. N. S. Brar PSE-I)Chief Engineer (H.Q.),Punjab, PWD B&R Branch,Patiala.

Common Schedule of Rates (CSR) being published by Punjab, PWD from time to time is a very comprehansive 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 has 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 Commiettee 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 contiains items of CSR-1987 the nomenclature of some items has been improved by making it more generic. Items which are either obsolete or are not in use has been deleted. Chapter No.2, is not in use these days and has been deleted.

I wish to place on record the tecnical 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 Enginers and Superintending Engineers who gave their valuable advice and full co-operation in the finalization of CSR-1987 Reprint.

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

CONTENTS

Name of the Chapter 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

Chapter No.

PREFACE

SECOND EDITION - REPRINT

1

2

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

(ii) Chapter No 28 to 30

(iii) Chapter No.31 Electircal Installations.

3

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

5

6

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

PLAINS

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 :-

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.

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

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.

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.

All districts of Punjab including Chandigarh and Municipal areas/notified areas of towns of the Sub-mountainous region and road land width of Ambala-Chandigarh-Hoshiarpur-Pathankot-Madhopur road.

SUB-MOUNTANEOUS REGION

8

9

10 (a)

10 (b)

11

12

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

(a)

(b)

(i)

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 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 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.

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.

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 :-

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

16

17

18

19

20

A. LENGTH

Millimetre .. mm

Centimetre .. cm

Decimetre .. dm

Metre .. m

Decametre .. dam

Hectometre .. hm

Kilometre .. km

B. AREA

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.

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.

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.

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.

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.

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.

Abbreviations of units, wherever occuring, in the Punjab, P.W.D. Schedule of Rates 1987, First Edition, are as under :-

Square millimetre .. sq mm

Square centimetre .. sq cm

Squaremetre .. sq m

area .. a

hectare .. ha

Square Kilometre .. sq km

C. VOLUME

Cubic millimetre .. cu mm

Cubic centimetre .. cc

Cubic metre .. cu m

D. CAPACITY

Milli litre .. ml

Litre .. l

Kilo litre .. kl

E. WEIGHT

Milligram .. mg

gram .. g

kilogram .. kg

quintal .. q

Tonne .. t

F. DENSITY

Kilogram per ..

cubic metre .. kg/cu m

G. DISCHARGE

Cubic metre per second .. cu m/s

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

MISCELLANEOUS

Director Genral of supplies and Disposal .. D.G.S. & D.

Public work Department .. P.W.D.

Indian Standard .. I.S.

Indian Standard Institution .. I.S.I.

Indian Roads Congress .. I.R.C.

Billet Rolled Committee .. B.R.C.

Toos and Plants .. T&P

Notice Inviting Tender .. N.I.T.

Galvanized Iron .. G.I.

Asbestos cement Corrugated .. A.C.C.

Asbestos Cement .. A.C.

Joint Plan Committee .. J.P.C.

Cast Iron .. C.I.

Heavy Cast Iron .. H.C.I.

Reinforced Cement Concrete .. R.C.C.

Poly Vinyl Chloride .. P.V.C.

Short Way Mesh .. S.W.M.

High Density Polyethylene .. H.D.P.E.

Low Density Polyethylene .. L.D.P.E.

Mild Steel .. M.S.

Rolled Steel. .. R.S.

Open Flume .. O.F.

Adjustable Proportionate Module .. A.P.M.

Orifice Semi Module .. O.S.M.

Full Supply Depth .. F.S.D.

Natural Surface Level .. N.S.L.

Ground Level .. G.L.

Spring Level .. S.L.

Standard wire gauge .. S.W.G.

Ampere .. Amp.

Diametre .. dia.

All Aluminium Conductor .. A.A.C.

General Electric Co. .. G.E.C.

Larsen & Toubro .. L&T.

Double Pole .. D.P.

Triple Pole .. T.P.

Triple Pole with Neutral ..

Aluminium conductor steel reinforced .. A.C.S.R.

Normally Open .. N.O.

Normally Closed .. N.C.

Current transformer .. C.T.

High rupturing capacity .. H.R.C.

Supply and erection .. S./E.

Branch distribution fuse-board .. B.D.B.

Over Head Bus-Bar Chamber .. O.H.B.B.C.

Stone ware .. S.W.

Revolutions per minute .. R.P.M.

Miniature circuit breaker .. M.C.B.

Alternating Current .. A.C.

Single Pole .. S.P.

Single pole & neutral .. S.P. & N.

Kilo-watt hour .. K.W.H.

Plain cement concrete .. P.C.C.

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

T.P.N.T.P.& N.

(i) ..

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

(iii) Demolition. ..

(iv) ..

(v) ..

(vi) ..

(vii) Hoisting of wooden beams. ..

(viii) ..

(ix) Shutters of all type. ..

(x) Pelmets. ..

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.

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.

Measurements to be taken correct upto the place of decimal, as per respective original items, mentioned in this para.

Supply and filling cinder on roof including light ramming.

Length and breadth shall be measured correct to a cm and average depth to 5mm.

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.

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.

Items of skirting and dados, including that on risers and treads of stairs of white Makrana Marble, Chittor Black Marble and of Kotah Stone.

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 shall be measured correct to a cm and breadth and depth, correct to 5 mm.

Wood work wrought, planed and fixed for trusses, chowkats etc.

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

(i)

(ii)

22

(i) emergent works are defined as below:(a) closing of cuts and breaches.(b) Closure work(c)

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.

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.

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.

works executed during harvesting and showing seasons when the labour rates are comparatively higher due to scarcity of labour.

23

24 Rates of all the items in CSR are in Rupees.

25 (a)

(b)

Issued under the Authority ofCommittee of the Direction of Chief Engineers,

Public Works Department, Punjab.COMPOSITION OF THE COMMITTEE OF DIRECTION OF CHIEF ENGINEERS

BUILDINGS & ROADS BRANCH

1. Chief Engineer (Link Roads)

2. Chief Engineer (Buildings)

3. Chief Engineer (National Highways)

4. Chief Engineer (Plan Roads)

5. Chief Engineer (Electrical)

PUBLIC HEALTH BRANCH

1. Chief Engineer (Govt. Works)

2. Chief Engineer (Rural Water Supply)

IRRIGATION BRANCH

1. Chief Engineer (Canals)

2. Chief Engineer (Drainage)

3. Chief Engineer (Lining)

4. Chief Engineer Ranjit Sagar Dam (Design)

CAPITAL PROJECT CHANDIGARH ADMN.

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

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."

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.

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.

FINANCE DEPARTMENT PUNJAB

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

ACCOUNTANT GENERAL, PUNJAB

Senior Deputy Accountant, General, Punjab.

BHAKRA BEAS MANAGEMENT BOARD

Chief Engineer.

MEMBER SECRETARY

SPECIAL INVITEE

Superintending Engineer, P.W.D. B&R Schedule of Rates Cell, Patiala.

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

3

4

5

6

7

8

9

10

11

12

13

14

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

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.


A&C Slip No. 3 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala vide Memo No. 466-505/SRC Dt. 27/28.04.87.











Sr. No. Description

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

Amendment to A&C Slip No. 13 & 14 vide Chief Engineer, Punjab, PWD B&R Branch, Patiala vide Memo No. 48-82/SRC Dt. 18.03.94

Amendment to A&C Slip No. 13 & 14 vide Chief Engineer, Punjab, PWD B&R Branch, Patiala vide Memo No. 387-415/SRC Dt. 02.06.94




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.



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.




A&C Slip No. 22 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala vide Memo No. 158-318/SRC Dt. 17.11.2003. (Relates to Punjab, PWD Specifications)



CSR-1987 [Re-print]

CHAPTER NO. 1

DAILY WAGES

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

(ii)

(iii)

(iv)

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

(vi)

Sr. No. Description Unit

1 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

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.

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.

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.

All inclusive Wages

CSR-1987 [Re-print]


1 2 3 4

All inclusive Wages

1.16 Bucketman (Tarring work) Per Day 19.00

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

CSR-1987 [Re-print]


1 2 3 4

All inclusive Wages

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

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 pairs 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

CSR-1987 [Re-print]


1 2 3 4

All inclusive Wages

1.71 Moulder Per Day 30.00

1.72 Mucker Per Day 17.50

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

CSR-1987 [Re-print]


1 2 3 4

All inclusive Wages

1.99 Tarring Mate Per Day 19.00

1.100 Terrazo Finisher with Machine Per Day 46.00

1.1 Terrazo finisher with hand Per Day 19.00

1.1 Thatcher Per Day 20.00

1.1 Up-Holsterer (Ist Class) Per Day 26.75

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

1.11 Welder Per Day 26.75

1.11 Well Sinker Per Day 38.50

1.11 White Washer or Colour Washman Per Day 21.50

1.11 Wireman (Ist Class) Per Day 20.50

1.11 Wireman (2nd Class) Per Day 19.00

1.110 Work Munshi Per Day 26.75

CSR-1987 [Re-print]

CHAPTER NO. 2

MONTHLY WAGES

Entire Chapter Deleted

CSR-1987 [Re-print]

CHAPTER NO. 3

MATERIALS

Notes :-

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

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

(a) Stone or Kankar Rs. 3.00 per cum. or part thereof,

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

(iii)

(iv)

(v)

(vi) Deleted

(vii)

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

(ix) Deleted

(x) Deleted

(xi)

Sr. No. Description of Item Unit

1 2 3 4 5 6 7 8 9

3.1 Aggregates :-

(a) Crushed Stone (one size) -

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

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.

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.

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.

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.

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.

Chandi-garh,

Panchkula,Devinagar, Surajpur quarry

Pathankot Mamoon

quary

Damtal quarry

All Dadri

quarry

Zirakpur quarry

Bharatgarh

quarry

CSR-1987 [Re-print]

(ii) 63 mm nominal size. Cum 45 31 ---- ---- ---- ----Sr. No. Description of Item Unit

(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)

Chandi-garh,


Pathankot Mamoon

quary

Damtal quarry

All Dadri

quarry

Zirakpur quarry

Bharatgarh

quarry

Materials for buildings and Road works.

Water borne stone aggregate (one size) -

Crushed stone aggregate (For water- bound Macadam) -

Crushed stone aggregate (For built up Spray Grout)

Crushed aggregate (For mix seal surfacing).

CSR-1987 [Re-print]

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

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

Sr. No. Description of Item Unit

1 2 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. Description of Item Unit Rate

1 2 3 4

(g) (I)

(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)




(h) Cum 11.00 ---- ---- ---- ---- ----

(i)




Chandi-garh,


Pathankot Mamoon

quary

Damtal quarry

All Dadri

quarry

Zirakpur quarry

Bharatgarh

quarry

Crushed stone aggregate (For bituminous Macadam) -

Stone ballast from quarried stone-

Stone ballast from boulder stone-

Stones breaking into spalls, size 75 mm.

Stones breaking into ballast (excluding screening and washing)-

CSR-1987 [Re-print]

(j)Cum 4.00 ---- ---- ---- ---- ----

(k)Cum 4.00 ---- ---- ---- ---- ----

(l)

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


3.2 (i) Aluminium strip 40mm wide 2mm thick. Kg 40.00

(ii) Aluminium plain strip edging 57mm x 12mm x 3mm. Kg 40.00

(iii) Aluminium plain strip edging 38mm x 12mm x 3mm.Kg 43.00

(iv) Aluminium strip 25mm. Kg 44.00

(v) Aluminium strip 10mm. Kg 41.00

3.3 Ash. Cum 12.00

3.4 Asbestos cement products except pipes at site of work.

(i) Plain ceiling boards -

(a) 4 mm thick. Sqm 37.00

(b) 5 mm thick. Sqm 46.00

(c) 6 mm thick. Sqm 54.00

(ii) Corrugated sheets -

(a) Corrugated sheets 6mm thick. Sqm 57.00

(b) Corrugated sheets 7mm thick. Sqm 60.00

(c) Semi Corrugated sheets 6mm thick. Sqm 56.00

(d) Semi Corrugated sheets 7mm thick. Sqm 65.00

(iii) Plain sheets -

(a) Plain sheets 4mm thick. Sqm 38.00

(b) Plain sheets 6mm thick. Sqm 53.00

(iv) Ridges 1.10 metre Long. Pair 47.00

(v) Valley gutters 45 cm x 12.5 cm x 15 cm in 2 metre Length. Each 84.00

(vi) Plain bend 100mm dia. Each 18.00

(vii) Swan neck 100mm dia. Each 18.00

Screening ,Stone ballast, shingle or kankar (Labour only).

Stone ballast or Bajri washing (Labour only).

Extra for quarring or excavation more than 15 cm. deep for (b).

CSR-1987 [Re-print]

(viii) Hexagonal rain water head 33cm x 24cm. Each 28.00

(ix) Shoe 100mm dia. Each 17.00

(x) Rain water pipe 100mm dia. Metre 26.00

(xi) Eaves filler piece. Each 26.00


1 2 3 4(xii) North light adjustable ridge 1.22m long. Pair 64.00

(xiii) North light ventilator curves. Each 90.00

(xiv) Roof light 1.83 metre long. Each 306.00

3.5 Ballies :-

(I) Deodar -

(a) 100 mm dia. Metre 13.00

(b) 125 mm dia. Metre 18.00

(c) 150 mm dia. Metre 21.00

(II) Sal/Kail Ballies -

(a) 100 mm dia. Metre 18.00

(b) 125 mm dia. Metre 26.00

(c) 150 mm dia. Metre 28.00

3.6 Bamboo :-

(i) 25mm dia, 2.5m long. Score 103.00

(ii) 25mm dia, 3m long. Score 114.00

3.7 Bees Wax. Kg 16.00

3.8 Bhusa. Quintal 44.00

3.9 Bitumen and bitumen products :-

(a) Straight run bitumen -

(i) 30-40 penetration. Tonne 3080.00

(ii) 80-100 grade. Tonne 3210.00

(b) Blown bitumen -

(i) R 85/25 Grade. Tonne 3210.00

CSR-1987 [Re-print]

(c) Felts -

(i) Sqm 21.00

(ii)Sqm 22.00

(iii)Sqm 32.00


3.10 Boards :-

(a) Standard quality hard board sheets.

(i) 3mm thick. Sqm 20.00

(ii) 4.5mm thick. Sqm 31.00

(b) Insulation Board Natural colour.

(i) 9mm. Sqm 56.00

(ii) 12mm. Sqm 73.00

(iii) 18mm. Sqm 101.00

(iv) 25mm. Sqm 146.00

(c) Particle Boards

(i) 12mm. Sqm 84.00

(ii) 19mm. Sqm 101.00

(iii) 25mm. Sqm 162.00

3.11 Boulders

Cum 22.00

(i) Stone boulders upto 20 Kg.

(a) Surajpur Quarry. Cum 26.50

(b) Madhopur Quarry. Cum 23.00

(c) Lohand Khud. Cum 26.50

(ii) Stone boulders 20 Kg. & above upto 40 Kg.



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

Bitumen felt, Hession base, self finished type-3 grade-I.

Bitumen felt, Hession base, self finished upto 3, grade-II.

Boulders including digging & collections including royality Malkana etc.

CSR-1987 [Re-print]


(iii) Stone boulders above 40 Kg.





Breaking ballast from brick bats (including stacking)

(i) 40mm. Cum 11.00

(ii) 25mm. Cum 16.00

(iii) 20mm. Cum 24.00

(b) Extra for breaking from Jhama bricks. Cum 3.00

3.13 Brushes :--

(i)

Each 4.00

(ii) Painting brushes (Superior Quality). Per cm. Width 3.00

(iii)

Each 4.00

(iv)Each 4.00

3.14 Bricks:-

(a)

(i) First class. 1000 Nos. 418.00

(ii) Second class. 1000 Nos. 370.00

(iii) Third class. 1000 Nos. 273.00

(b)

(i) First class. 1000 Nos. ----

3.12(a)

Hard wire brushes (14 gauge) size 200mm x 63mm x 40mm wires raised & fixed in wooden case complete in all respects.

Katool Brushes (size 250mm x 63mm) of 75mm Coir raised and fixed in wooden case complete in all respects).

Soft brushes (size 225mm x 63mm) with 63mm raised hair fixed in wooden case complete in all respects.

Bricks 22.86cm x 11.11cm x 6.83cm actual hand moulded at kiln site.

Bricks Modular (19cm x 9cm x 9cm) actual hand moulded at kiln site

CSR-1987 [Re-print]

(ii) Second class. 1000 Nos. ----

(iii) Third class. 1000 Nos. ----

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

(d)

(i) First Class 1000 Nos. 616.00

(e)



(f)


(g) Brick bats for well burnt or burnt bricks. Cum 41.00

3.15 Ten Nos. 203.00

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

(i) C.I. Rain water pipe (Non pressure) 100mm dia. Metre 52.00

(ii) H.C.I. soil pipe 100mm dia ISI mark. Metre 62.00

(iii) H.C.I. rain water pressure 100mm dia. Metre 60.00

(iv) C.I. head 100mm dia. Each 28.00

(v) C.I. shoe 100mm dia. Each 30.00

3.17 Celotax sheeting at site of work (½ inch) 12mm thick. Sqm 87.00

3.18 Cement

(a)Per bag of 50 Kg. 46.00

(b) White cement including bag at P.W.D. Godown. Per bag of 50 Kg. 348.00

3.19Cum 44.00

3.20 Steam coal. M.T. 1232.00

Tiles 30.48cm x 15.24cm x 5.08cm actual for roofing/flooring and canal lining Hand moulded at kiln site

Tiles 22.86cm x 11.43cm x 3.81cm actual for roofing, flooring, tile masonary and canal lining at kiln site

Modular brick tiles 19cm x 9cm x 4cm actual for roofing, flooring, tile masonary and canal lining at kiln site

Carborandum stone 100mm x 50mm x 50mm.

Portland Pozzolanna cement including bag at P.W.D. godown.

Cinder 12.5mm nominal size screened at site (I.S. 2686-1977).

CSR-1987 [Re-print]

Description Unit Mild steel fitting

Butt Hinges

(i) 125mm x 75mm x 4mm.39.00 38.00 34.00

(ii) 100mm x 75mm x 4mm.25.00 25.00 17.00

(iii) 75mm x 40mm x 3.2mm.10.00 11.00 10.00

(b) Handles

(i)52.00 112.00 90.00

Description Unit Mild steel fitting

(ii)48.00 111.00 78.00

(iii)45.00 56.00 67.00

(c) Hasps & staples (Safty type)

(i) 150mm.72.00 67.00 31.00

(ii) 115mm.58.00 58.00 25.00

(iii) 90mm.52.00 48.00 18.00

(d)Each 9.00 22.00 ----

(e) Sliding door bolts -

(i) 300mmx16mm. Each 21.00 28.00 14.00

(ii) 250mmx16mm. Each 19.00 22.00 11.00

(f) Tower Bolts (Barrel type)

(i) 250mmx10mm. Each 12.00 10.00 6.00

(ii) 280mmx10mm. Each 10.00 9.00 4.00

(iii) 150mmx10mm. Each 8.00 8.00 3.00

(iv) 100mmx10mm. Each 6.00 7.00 2.00

Sr. No.

Anodized aluminium Matt finish

Chromium plated fitting

3.21(a)

Ten Nos.

Ten Nos.

Ten Nos.

125mm with plate 175mmx32mm.

Ten Nos.

Sr. No.

Anodized aluminium Matt finish

Chromium plated fitting


Ten Nos.


Ten Nos.

Ten Nos.

Ten Nos.

Ten Nos.

Kicking plate 50cm long 100mm x 3.15mm.

CSR-1987 [Re-print]

Unit Rate(g) Commercial ply wood 4mm thick 3 ply at site of work. Sqm 46.00

3.22 Flush Door

Block Board Construction.

(A) Teak wood Ply on Both faces


(ii) 35mm thick. Sqm 367.00

(iii) 30mm thick. Sqm 409.00

(iv) 25mm thick. Sqm 353.00

(B) Commercial Ply on Both faces






(C) Commercial Ply on one face & Teak Surface on other surface





3.23 Fuel wood. Qtl. 70.00

3.24 Galvanised, iron sheet (0.80mm) plain or corrugated at site of work. Tonne 12500.00

3.25 Galvanised iron wire at site of work 4mm. Qtl. 682.00

3.26 Glass Block (20x20x10cm). Each 52.00

3.27 Glass Sheet (wired) 6mm thick. Sqm 129.00

3.28 Glass strips

(i) 4mm thick 40mm deep. Metre 2.00

(ii) 6mm thick 40mm deep. Metre 4.00

(iii) 25mm wide 4mm thick. Metre 2.00

(iv) 50mm wide 4mm thick. Metre 3.00

CSR-1987 [Re-print]

(v) 40mm wide 3mm thick. Metre 1.75

(vi) 32mm wide 3mm thick. Metre 1.63

(vii) 25mm wide 3mm thick. Metre 1.40

3.29 Glass panes at site of work

(a) Plain

(i) 2mm thick (5.18 Kg. per sqm.) Sqm 40.00

(ii) 3mm thick (8.44 Kg./sqm.) Sqm 58.00

(iii) 4mm thick (10.75 Kg./sqm.) Sqm 77.00

(b) Frosted

(i) 2mm thick (5.18 Kg. per sqm.) Sqm 58.00

(ii) 3mm thick (8.44 Kg./sqm.) Sqm 54.00


(iii) 4mm thick (10.75 Kg./sqm.) Sqm 99.00

(c) Plate glass 5.50mm thick (Indian). Sqm 115.00

3.30 Glue. Kg. 14.00

3.31Metre 6.00

3.32 Hirmachi. Quintal 1493.00

3.33 Ironite. Per Kg. 2.00

3.34 Jali (Cement concrete)




3.35 Khas (un washed). Qtl. 500.00

3.36Cum 25.00

3.37 Lime

(i) White lime unslaked (stone or non hydraulic).

(a) F.O.R. destination station in wagon load.Qtl. 112.00

(b) Delivered at site of work for small requirements up to 4 Qtl. Qtl. 123.00

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

Kankar including digging breaking & cleaning duly stacked at quarry including royality.

CSR-1987 [Re-print]

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

(iii) Commercial dry lime (I.S. – 1514). Qtl. 106.00

(iv) Pre stacked lime (I.S. 1514). Qtl. 112.00

3.38 Linoleum plain coloured at site of work 3.20mm thick. Sqm 62.00

3.39 Lubricants

(i) Burnol 100 gms. Per tube 8.00

(ii) Compressor oil Per Ltr. 16.00

(iii) Crude oil Per Ltr. 9.00

(iv) Distilled water Per Bottle 4.00

(v) Grease loose Per Kg. 17.00

(vi) Grease (2 Kg. packing) Per tin 35.00

(vii) Grease (1 Kg. packing) Per tin 20.00


(viii) Grease (½ Kg. packing) Per tin 11.00

(ix) High speed diesel Per Ltr. 3.00

(x) Hydro brake fluid (1 litre packing) Per tin 38.00

(xi) Hydro brake fluid (½ litre packing) Per tin 18.00

(xii) Hydro brake fluid (¼ litre packing) Per tin 10.00

(xiii) Kerosene oil (Superior) Per Ltr. 2.00

(xiv) Light diesel oil Per Ltr. 3.00

(xv) Mobile oil (Loose) Per Ltr. 15.00

(xvi) Mobile oil (5 litre packing) Per tin 74.00

(xvii) Mobile oil (1 litre packing) Per tin 15.00

(xviii) Mobile oil (½ litre packing) Per tin 8.00

(xix) Mobile oil (¼ litre packing) Per tin 5.00

(xx) Petrol Per Ltr. 6.00

(xxi) Sarson oil per Kg. 19.00

(xxii) Soap Per cake 2.00

(xxiii) Waste cotton Per Kg. 8.00

CSR-1987 [Re-print]

3.40 Marble chips 4.75 & down gauge -

(a) White & black. Qtl. 69.00

(b) Choclate grey or yellow. Qtl. 69.00

(c) Baroda green. Qtl. 70.00

3.41 Marble piece for crazy floor 25mm to 32mm. Qtl. 160.00

3.42 Marble slabs plain

(i) Baroda Green Marble

(a) 25mm thick. Sqm 688.00

(b) 30mm thick. Sqm 690.00

(c) 40mm thick. Sqm 703.00

(ii) Bhanslana Black Marble





(iii) Chittor Black Marble




(iv) Jaselmer Yellow Marble




(v) Pink Makrana Marble




(vi) White Makrana Slabs



CSR-1987 [Re-print]


3.43 Munjban at site of work. Kg. 10.00

3.44 (i) Muslin cloth for lining (1.5M wide). Metre 26.00

(ii) Muslin cloth for chicks (1.5M wide).Metre 19.00

3.45 Cramp

(i) Cramp gun metal 25mm x 6mm x 300mm. Each 20.00

(ii) Cramp gun metal 15mm x 6mm x 165mm. Each 15.00

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

3.47 Niwar

(i) Cotton. Metre 1.00

(ii) Nylon. Metre 2.00

3.48 Paints, distempers, oil and primer etc.


Distempers

(a) Distempers of approved manufacture at site of work

(i) Dry distempers (Non washable) in all shades. Kg. 12.00

(ii) Oil bound washable distempers in all shades. Kg. 22.00

(iii) Distemper primer. Litre 18.00

(iv)Qtl. 1470.00

(b) Oil

(i) Litre 24.00

(ii) Linseed oil (Double boiled). Litre 25.00

(iii) Turpentine oil. Litre 15.00

(c) Paints

(i) Aluminium paints (Spl.). Litre 42.00

Aluminium paints (Ord.). Litre 29.00

Exterior cement based decorative paint such as snow-cem, Robbia-cem at site of work.

Linseed oil Raw

CSR-1987 [Re-print]

(ii) Anti corrosive bitumastic paint (Spl.). Litre 23.00

Anti corrosive bitumastic paint (Ord.). Litre 15.00

(iii) Anti corrosive odourless black bitumastic paint. Litre 26.00

(iv) Enamel for flooring all shades. Litre 68.00

(v) Methylated spirit, without container. Litre 5.00

(vi) Type wood preservative other than solignum. Litre 18.00

(vii) Paint remover (Thinner). Litre 16.00

(viii)Litre 74.00

(ix)Litre 46.00

Unit Spl. Ord.(x) Ready mixed exterior paint for metalic surface (in all shades). Litre 39.00 26.00

(xi) Creosote. Litre - 10.00

(xii) Solignum. Litre - 16.00

(xiii)Litre 39.00 26.00

Sr. No. Description of ItemUnit Spl. Ord.

(xiv) Road marking paint white

(a) For asphalt surface. Litre 55.00 38.00

(b) For concrete surface. Litre 46.00 -

(xv)

(a) For asphalt surface. Litre 55.00 38.00

(b) For concrete surface. Litre 45.00 32.00

(xvi) Road marking paint (Spirit based black)

(a) For concrete surface. Litre 38.00 27.00

(xvii) Roofing white ready mixed paint for corrugated sheets. Litre 42.00 30.00

(xviii)Litre 39.00 26.00

(xix) Red lead genuine dry. Kg. 30.00 18.00

(xx) Black synthetic enamel paint Litre - 21.50

Ready mixed emulsion paint for plastered or concrete surface (in all shades).

Ready mixed exterior paint for plastered or concrete surface (in all shades).

Ready mixed paint for wood work or wooden surface in all shades.

Road marking paint (Spirit based yellow)

Roofing red grey or green ready mixed paint for corrugated sheets.

CSR-1987 [Re-print]

(d) Pigment

(i) Black red chocolate colours and dark shades. Kgm 18.00 -

(ii)Kgm 17.00 -

(iii) Green or blue (Indian) medium shade. Kgm 19.00 -

(e) Primers

(i) Aluminium wood primer. Litre 30.00 21.00

(ii) Cement primer. Litre 31.00 22.00

(iii) Pink primer for wood. Litre 29.00 20.00

(iv) Primer for metal. Litre 27.00 19.00

(f) Polish

(i) French spirit polish. Litre 23.00 -

(ii) Mansion polish (Ready made). Litre 71.00 -

(iii) Wax polish (Ready made). Kg. 72.00 -

(g) Varnish

(i) Acid resisting varnish. Litre 52.00 -

(ii) Ordinary varnish. Litre 13.00 -

Sr. No. Description of Item Unit Spl. Ord.

(iii) Superior copal varnish. Litre 34.00 17.00

(iv) Superior spare varnish. Litre 33.00 -

(v) Varnish interior or exterior. Litre 14.00 -

Unit Rate(h) Miscellaneous

(i) Caustic soda. Kg. 10.00

(ii) Coal tar. Tonne -

(iii) Creosote oil. Litre 10.00

(iv) Plaster of paris. kg. 4.00

(v) Putty for wooden filler. Kg. 11.00

(vi) Putty for steel work. Kg. 20.00

3.49

(i) Rolling shutter made of 80mm x 1.25mm machine rolled laths. Sqm 179.00

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

Rolling Shutter & its parts

CSR-1987 [Re-print]

(ii) Top cover for rolling shutter. Metre 70.00

(iii) 27.5 cm. long wire spring, grade No.2 for rolling shutter. Each 71.00

(iv) Ball bearing for rolling shutters. Each 118.00

(v)

Sqm 56.00

(vi) Exceeding 16.80 sqm area of door. Sqm 56.00

3.50 Sand

(a)

Cum 8.00

(b)

Cum 9.00

(c)

(i) Ghaggar or Chandimandir. Cum 10.00

(ii) Badarpur near Delhi (Washed). Cum 25.00

(iii) Pathankot. Cum 15.00

(iv) Jamna. Cum 15.00


3.51 Sand, washing. Cum 6.00

3.52 Sand paper. Dozen 9.00

3.53 Sarkanda. Qtl. 45.00

3.54 Sealing compound. Kg. 10.00

3.55 Spun Yarn. Kg. 12.00

3.56 Steel

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

(a) Angles Qtl. 509.00

(b) Bars round different sizes Qtl. 494.00

(c) Channels Qtl. 491.00

(d) Flats Qtl. 505.00

Exceeding 11.20 up to 16.80 sqm area of door Extra for mechanical devices chain and cranked operation for operating rolling shutters.

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.

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.) :-

CSR-1987 [Re-print]

(e) Joists Qtl. 497.00

(f) Plates Qtl. 502.00

(g) Square bars Qtl. 483.00

3.57 Miscellaneous

Surkhi

(a)Cum 119.00

(b)Cum 106.00

3.58 Tiles at site of work

(a) Glazed colour tiles

(i) 150mm x 150mm. Ten Nos. 31.00

(ii) 100mm x 100mm. Ten Nos. 20.00

(b) White glazed tiles

(i) 150mm x 150mm. Ten Nos. 30.00

(ii) 100mm x 100mm. Ten Nos. 19.00

3.59 Timber at site of work

(a) Cheel

(i) Cum 3164.00


(b) Deodar Wood

(i) In sleepers. Cum 4421.00

(ii) In planks. Cum 4480.00

(c) Kail Wood

(i) Cum 3800.00


(d) Sal Wood

(i) In scantling. Cum 5932.00


(e) Teak Wood

(i) In scantling. Cum 7987.00

Surkhi prepared from well burnt bricks, ground and Screened at source.

Pozzolana Surkhi manufactured from clay in 50 Kg. bags (IS 1344-1968).

In sleepers.

In sleepers.

CSR-1987 [Re-print]


3.60 Sqm 30.00

3.61 Sqm 36.00

3.62 Bhusa Old. Qtl. 45.00

3.63 Blow Lamp (Hire charges). Per day 3.00

3.64 1000 Nos. 10000.00

3.65 Fire cement of fire clay. 50 kg. 25.00

3.66 Fuel Wood. Qtl. 70.00

3.67 Ladder (Hire charges). Per day 3.00

3.68 Sawing charges of wood. Cum 106.00

3.69 White lead. Kg. 16.00

3.70 Chalk Mitti. Qtl. 200.00

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

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

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

CSR-1987 [Re-print]

CHAPTER NO. 4

LOADING AND UNLOADING

Notes :-

(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)


1 2 3 4

4.1Cum. 3.00

4.2 Coal Tonne 5.20

4.3 Bricks 22.86 cm. size (including stacking) 1000 Nos 7.00

4.4 Tiles including stacking :-

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.

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.

Rate for loading into

wagons, Trucks or

boats within 15 metres

lead.

Stone (building or pitching) Sand, Fly Ash, Bajri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal.

CSR-1987 [Re-print]


1 2 3 4


wagons, Trucks or


lead.

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

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

4.5 (a)100 Nos 30.00

(b)100 Nos 33.00

4.6 Empty Cement bags including stacking. 100 Nos 1.75

4.7Tonne 6.00

4.8 White lime or kankar lime in bulk. Tonne 5.25

4.9

Tonne 10.00

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

(b) Bitumen drums full including stacking . Each 1.00

4.11 Quintal 1.00

4.12 Timber sleepers (Standard sizes and by manual Labour) 100 Nos 20.00

4.13 Packages containing material :-

(a)Tonne 30.00

(b) (i)Tonne 8.00

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

(iii) Light under 0.50 Tonne Tonne 10.00

4.14 Rails with fastenings Tonne 10.00

Cement bags full including stacking upto 10 bags height in jute bags.

Cement bags full including stacking upto 10 bags height in paper bags .

White (or non-hydraulic) lime or kankar ( or Hydraulic) lime in bags including stacking.

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.

Small packages of store upto one quintal including stacking.

Heavy above one tonne if crane or any other suitable device is arranged by the contractor.

Heavy above one tonne if crane or any other suitable device is arranged by the Deptt.

CSR-1987 [Re-print]


1 2 3 4


wagons, Trucks or


lead.

4.15 Ballies :- Nos

(i)100 Nos 11.00

(ii) 100 Nos 15.00

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

4.16 Shutterings :-

(i) In Trucks12.00

(ii) In wagons (broad gauge)32.00

(iii)64.00

4.17Cum. 5.00

4.18 Petrol 10 litre tins including checking and weighing. 100 Nos 7.00

4.19100 Nos 14.00

4.20 Cast iron/RCC Pipes :-

(i) Upto 300mm i/dTonne 10.00

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

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

4.21 Asbestos cement pipes.Tonne 10.00

4.22 Stone ware pipes. Tonne 10.00

4.23 PVC pipes Tonne 10.00

Less than 20 cm girth at centre, 4 metres to 6 metres long.

20-35 cm girth at centre, 6 to 9m long.

Truck Load

Wagon Load

In bogies (broad gauge) 8 Wheeled Bogie load

Stone sets into or from wagons, trucks or boats including stacking within one chain of the unloading point.

Kerosene oil or petrol 20 litre tins including checking and weighing.

CSR-1987 [Re-print]


1 2 3 4


wagons, Trucks or


lead.

4.24 H.D.P.E, pipes.Tonne 10.00

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

4.25Cum. 2.00

4.26 Coal Cum. 2.00

4.27 White lime or Kankar lime in bulk. Tonne 1.50

4.28 Timber Cum. 1.50

4.29 Bricks 22.86 cm. size 1000 Nos 5.00

4.30 Tiles

(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 Cement bags full. 100 Nos 12.00

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

(b) Empty cement bags bundling. 100 Nos 1.00

4.33Tonne 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 Small packages of store upto one quintal . Quintal 0.25

4.37 Cast iron/RCC Pipes :-

Pitching stones, spalls brick bats building stone ballast, stone metal, sand bajri and shingle.

White (or non-hydraulic) lime or kankar ( or Hydraulic) lime in bags.

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.

CSR-1987 [Re-print]


1 2 3 4


wagons, Trucks or


lead.

(i) Upto 300mm i/d Tonne 3.25

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

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

4.38 Asbestos cement pipes. Tonne 3.25

4.39 Stone ware pipes. Tonne 3.25

4.40 P.V.C/H.D.P.E. Pipes. Tonne 3.25

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.

CSR-1987 [Re-print]

CHAPTER NO. 4

LOADING AND UNLOADING

Notes :-

5

1.75

3.50

7.00

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 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

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.

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.

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.

CSR-1987 [Re-print]

5





8.50

5.00

30.00

33.00

1.50

5.50

4.50

8.00

1.00

0.75

1.00

17.00

30.00

8.00

15.00

10.00

10.00

CSR-1987 [Re-print]

5





10.00

12.00

15.00

12.00

32.00

64.00

5.00

7.00

14.00

7.75

15.50

23.25

7.75

7.75

7.75

CSR-1987 [Re-print]

5





7.75

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

CSR-1987 [Re-print]

5





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

CSR-1987 [Re-print]

CHAPTER NO. 5

CARRIAGE

Notes :-(i)

(ii)

(iii)

(iv)

(v) Deleted

(vi)

(vii) Deleted

(viii)

(ix)

(x)

(xi)

(xii)

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


1 2 3 4

5.1 (i)

1st chain of 30 metres. Cum. 3.00

2nd and 3rd chain, per chain of 30 metres. Cum. 0.65

Upto 16th chain per chain of 30 metres. Cum. 0.35

Unless otherwise stated, the carriage rates do not include loading unloading and stacking for purposes of measurements.

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.

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.

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.

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

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.

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.

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.

Rates for plains as well as sub-

mountainous region.

Surkhi, Sand, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish.

CSR-1987 [Re-print]

Sr. No. Description Unit Rates for plains as well as sub-

mountainous region.

(ii) Cement

1st chain of 30 metres. Tonne 6.00

2nd and 3rd chain, per chain of 30 metres. Tonne 0.50

Upto 16th chain, per chain of 30 metres. Tonne 0.25

(iii) Tar, Bitumen and other road binders




(iv)




(v) Timber

1st chain of 30 metres. Cum. 2.50

Cum. 0.40

Upto 16th chain, per chain of 30 metres. Cum. 0.20

(vi) Bricks (22.86 cm x 11.11cm x 6.83cm)

1st chain of 30 meters. 1000 Nos 7.50

2nd and 3rd chain, per chain of 30 metres. 1000 Nos 1.40

Upto 16th chain, per chain of 30 metres. 1000 Nos 1.00

(vii) Tiles (30.48 cm x 15.24cm x 5.08cm)

1st chain of 30 metres. 1000 Nos 9.50


Upto 16th chain, per chain of 30 metres. 1000 Nos 1.20

(viii) Tiles (22.86 cm x 11.43cm x 3.81cm)

1st chain of 30 metres. 1000 Nos 6.00


Upto 16th chain per chain of 30 metres. 1000 Nos 0.75

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.

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

CSR-1987 [Re-print]


mountainous region.

5.2 (i)

0.5 to 1.0 K.M Cum. 10.00

2.0 K.M Cum. 12.40

3.0 K.M Cum. 14.70

4.0 K.M Cum. 16.90

5.0 K.M Cum. 19.00

6.0 K.M to 10.0 K.M Cum. 1.50

11.0 K.M to 20 K.M Cum. 1.00

21.0 K.M to 40 K.M Cum. 0.60

41.0 K.M to 60 K.M Cum. 0.50

61.0 K.M and above Cum. 0.40

(ii) Cement

0.5 to 1.0 K.M Tonne 4.10

2.0 K.M Tonne 5.75

3.0 K.M Tonne 7.30

4.0 K.M Tonne 8.55

5.0 K.M Tonne 9.60

6.0 K.M to 10.0 K.M Tonne 1.10

11.0 K.M to 20 K.M Tonne 0.90

21.0 K.M to 60 K.M Tonne 0.55

61.0 K.M and above Tonne 0.50

(iii) Tar, Bitumen and other Road Binders

0.5 to 1.0 K.M Tonne 5.10

2.0 K.M Tonne 7.40

3.0 K.M Tonne 9.50

4.0 K.M Tonne 11.30

Note :- The rate of loading and unloading are not payable on item No. 5.1

Surkhi, Sand, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish.

CSR-1987 [Re-print]


mountainous region.

5.0 K.M Tonne 13.00

6.0 K.M to 20.0 K.M Tonne 1.10

21.0 K.M to 60 K.M Tonne 0.60


(iv)

0.5 to 1.0 K.M Tonne 7.50

2.0 K.M Tonne 9.20

3.0 K.M Tonne 10.80

4.0 K.M Tonne 12.20

5.0 K.M Tonne 13.50

6.0 K.M to 10.0 K.M Tonne 0.80

11.0 K.M to 20 K.M Tonne 0.75

21.0 K.M to 40 K.M Tonne 0.45


(v) Timber

0.5 to 1.0 K.M Cum. 5.15

2.0 K.M Cum. 6.35

3.0 K.M Cum. 7.45

4.0 K.M Cum. 8.50

5.0 K.M Cum. 9.50

6.0 K.M to 10.0 K.M Cum. 0.60

11.0 K.M to 20 K.M Cum. 0.55

21.0 K.M to 40 K.M Cum. 0.35

Cum. 0.25

(vi) Bricks (22.86 cm x 11.11cm x 6.83cm)

0.5 to 1.0 K.M 1000 Nos 11.60

2.0 K.M 1000 Nos 18.75

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.

41.0 K.M and above

CSR-1987 [Re-print]


mountainous region.

3.0 K.M 1000 Nos 25.60

4.0 K.M 1000 Nos 32.20

5.0 K.M 1000 Nos 38.50

6.0 K.M to 10.0 K.M 1000 Nos 3.70

11.0 K.M to 20 K.M 1000 Nos 2.60

21.0 K.M to 40 K.M 1000 Nos 1.50

41.0 K.M to 60 K.M 1000 Nos 1.00

61.0 K.M to 100 K.M 1000 Nos 0.80

101.0 K.M and above 1000 Nos 0.75

(vii) Tiles 30.48 x 15.24x5.08 cm

0.5 K.M to 1.0 K.M 1000 Nos 36.30

2.0 K.M 1000 Nos 45.80

3.0 K.M 1000 Nos 53.20

4.0 K.M 1000 Nos 59.70

5.0 K.M 1000 Nos 66.00

6.0 K.M to 10.0 K.M 1000 Nos 4.20

11.0 K.M to 20 K.M 1000 Nos 3.80

21.0 K.M to 40 K.M 1000 Nos 2.20

41.0 K.M to 60 K.M 1000 Nos 1.50

61.0 K.M to 100 K.M 1000 Nos 1.25

101.0 K.M and above 1000 Nos 1.15

(viii) Tiles 22.86x11.43x3.81 cm

0.50 K.M to 1.0 K.M 1000 Nos 11.30

2.0 K.M 1000 Nos 14.20

3.0 K.M 1000 Nos 16.90

4.0 K.M 1000 Nos 19.50

CSR-1987 [Re-print]


mountainous region.

5.0 K.M 1000 Nos 22.00

6.0 K.M to 10.0 K.M 1000 Nos 1.30

11.0 K.M to 20 K.M 1000 Nos 1.20

21.0 K.M to 40 K.M 1000 Nos 0.80

41.0 K.M to 60 K.M 1000 Nos 0.75

61.0 K.M to 100 K.M 1000 Nos 0.70

101.0 K.M and above 1000 Nos 0.65

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

0.50 K.M to 1.0 K.M Tonne 12.00

2.0 K.M Tonne 13.10

3.0 K.M Tonne 14.20

4.0 K.M Tonne 15.30

5.0 K.M Tonne 16.40

6.0 K.M to 10.0 K.M Tonne 1.10

11.0 K.M to 20 K.M Tonne 0.75

21.0 K.M to 40 K.M Tonne 0.55

41.0 K.M to 100 K.M Tonne 0.35


(b)

0.50 K.M to 1.0 K.M Tonne 15.00

2.0 K.M Tonne 16.30

3.0 K.M Tonne 17.60

4.0 K.M Tonne 18.90

5.0 K.M Tonne 20.20

6.0 K.M to 10.0 K.M Tonne 1.30

11.0 K.M to 20 K.M Tonne 0.90

21.0 K.M to 40 K.M Tonne 0.65

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

CSR-1987 [Re-print]


mountainous region.

41.0 K.M to 60 K.M Tonne 0.45


(c)

0.50 K.M to 1.0 K.M Tonne 20.70

2.0 K.M Tonne 22.40

3.0 K.M Tonne 24.10

4.0 K.M Tonne 25.80

5.0 K.M Tonne 27.50

6.0 K.M to 10.0 K.M Tonne 1.70

11.0 K.M to 20 K.M Tonne 0.95

21.0 K.M to 40 K.M Tonne 0.80


(d)

0.50 K.M to 1.0 K.M Tonne 25.60

2.0 K.M Tonne 27.50

3.0 K.M Tonne 29.40

4.0 K.M Tonne 31.30

5.0 K.M Tonne 33.20

6.0 K.M to 10.0 K.M Tonne 1.90

11.0 K.M to 20 K.M Tonne 1.00

21.0 K.M to 40 K.M Tonne 0.90


(x)(a)

0.50 K.M to 1.0 K.M Tonne 16.50

2.0 K.M Tonne 18.00

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

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

Cement asbestos pipes 80mm to 150 mm i/d (Truck load 6.25 tonnes)

CSR-1987 [Re-print]


mountainous region.

3.0 K.M Tonne 19.50

4.0 K.M Tonne 21.00

5.0 K.M Tonne 22.50

Tonne 1.50

11.0 K.M to 20 K.M Tonne 0.90

21.0 K.M to 40 K.M Tonne 0.70


(b)

0.50 K.M to 1.0 K.M Tonne 22.70

2.0 K.M Tonne 24.80

3.0 K.M Tonne 26.90

4.0 K.M Tonne 29.00

5.0 K.M Tonne 31.10

6.00 K.M to 10.00 K.M Tonne 2.10

11.0 K.M to 20 K.M Tonne 1.10

21.0 K.M to 40 K.M Tonne 1.00

41.0 K.M to 100 K.M Tonne 0.90

101 K.M and above Tonne 0.85

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

0.50 K.M to 1.0 K.M Tonne 45.20

2.0 K.M Tonne 49.20

3.0 K.M Tonne 53.20

4.0 K.M Tonne 57.20

5.0 K.M Tonne 61.20

6.00 K.M to 10.00 K.M Tonne 4.00

11.0 K.M to 20 K.M Tonne 3.25

21.0 K.M to 40 K.M Tonne 2.00

6.00 K.M to 10.00 K.M

Cement asbestos pipes 200mm to 250mm i/d (Truck load 4.50 tonnes)

CSR-1987 [Re-print]


mountainous region.

41.0 K.M to 60 K.M Tonne 1.40

61.0 K.M to 100 K.M Tonne 1.25


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

0.50 K.M to 1.0 K.M Tonne 22.70

2.0 K.M Tonne 24.80

3.0 K.M Tonne 26.90

4.0 K.M Tonne 29.00

5.0 K.M Tonne 31.10

6.00 K.M to 10.00 K.M Tonne 2.10

11.0 K.M to 20 K.M Tonne 1.10

21.0 K.M to 40 K.M Tonne 1.00

41.0 K.M to 100 K.M Tonne 0.90


(b)

0.50 K.M to 1.0 K.M Tonne 25.00

2.0 K.M Tonne 27.50

3.0 K.M Tonne 30.00

4.0 K.M Tonne 32.50

5.0 K.M Tonne 35.00

Tonne 2.50

11.0 K.M to 20 K.M Tonne 1.20

21.0 K.M to 40 K.M Tonne 1.15


(xiii)(a)

0.50 K.M to 1.0 K.M Tonne 15.30

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

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)

CSR-1987 [Re-print]


mountainous region.

2.0 K.M Tonne 16.60

3.0 K.M Tonne 17.90

4.0 K.M Tonne 19.20

5.0 K.M Tonne 20.50

6.00 K.M to 10.00 K.M Tonne 1.30

11.0 K.M to 20 K.M Tonne 1.00

21.0 K.M to 40 K.M Tonne 0.65

41.0 K.M to 60 K.M Tonne 0.45


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

0.50 K.M to 1.0 K.M Tonne 15.85

2.0 K.M Tonne 17.20

3.0 K.M Tonne 18.55

4.0 K.M Tonne 19.90

5.0 K.M Tonne 21.25

6.0 K.M to 10.0 K.M Tonne 1.35

Tonne 1.05

21.0 K.M to 40 K.M Tonne 0.70

41.0 K.M to 100 K.M Tonne 0.45


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

Tonne 17.10

2.0 K.M Tonne 18.55

3.0 K.M Tonne 20.00

4.0 K.M Tonne 21.45

5.0 K.M Tonne 22.90

11.0 K.M to 20 K.M

0.50 K.M to 1.0 K.M

CSR-1987 [Re-print]


mountainous region.

6.00 K.M to 10.00 K.M Tonne 1.45

11.0 K.M to 20 K.M Tonne 1.05

21.0 K.M to 40 K.M Tonne 0.70


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

0.50 K.M to 1.0 K.M Tonne 20.75

2.0 K.M Tonne 22.50

3.0 K.M Tonne 24.25

4.0 K.M Tonne 26.00

5.0 K.M Tonne 27.75

6.00 K.M to 10.00 K.M Tonne 1.75

11.0 K.M to 20 K.M Tonne 1.20

21.0 K.M to 40 K.M Tonne 0.85


5.3 Carriage of odd jobs.

(a) Mazdoor load upto 40 kg. and distance upto 3.0 K.M. Each 8.00

(b)Each 16.00

(c) Each 8.00

(d) Donkey man for one to six donkeys. Each 16.00

(e)Each 20.50

(f) Camel man for 1 to 3 camels. Each 19.00

(g)

Each 40.00

(h)

Each 4.00

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

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

Camel load upto 2.50 quintals and distance upto 16 K.M. excluding the wages of camel man.

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)

CSR-1987 [Re-print]


mountainous region.

5.4

Quintal 4.00

5.5

(a) 1.0 K.M Quintal 6.50

(b) 2.0 K.M Quintal 9.00

(c) 3.0 K.M Quintal 11.00

(d) Subsequent K.M per K.M Quintal 1.00

5.6 Carriage of light/medium package, containing material.

(a)

(i) Upto 150 metres. Piece 25.00

(ii) Exceeding 150 metres and upto 300 metres. 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) Tonne 37.00

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

(v)Tonne 2.75

5.7 Carriage of empty cement bags including bundling.

(i) Ist 300 metres 100 Nos 1.00

(ii) 2nd and 3rd (300 metres) 100 Nos 0.25

(iii) For One K.M. 100 Nos 1.50

(iv) For Two K.M. 100 Nos 2.40

Carriage of small consignments out of the Railway premises to a distance of 10 chains of 30 metres each, including loading unloading and stacking.

Carriage over short distance of small consignments, upto 2.0 quintals in weight including loading, un-loading and stacking.

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 1600 metres exceeding 1200 metres.

Add for every subsequent K.M above 8.00 K.M up to 16.00 Km.

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.

CSR-1987 [Re-print]


mountainous region.

(v) For Three K.M. 100 Nos 3.20

(vi) Above 3.0 K.M but upto 13.0 K.M 100 Nos 0.60

(vii) Subsequent K.M 100 Nos 0.50

5.8 Carriage of soaking and mortar mixing tanks.

(i) For One K.M. Quintal 2.50

(ii) For Two K.M. Quintal 4.00

(iii) For Three K.M. Quintal 4.50

(iv) For Four K.M. Quintal 5.35

(v) For Five K.M. Quintal 6.00

(vi) For Six K.M. Quintal 6.65

(vii) Subsequent K.M Quintal 0.60

5.9 Bending M.S Bars for carriage purposes. Tonne 11.00

CSR-1987 [Re-print]

CHAPTER NO. 5

CARRIAGE

Notes :-

Deleted

Deleted

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

4

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

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

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

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

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

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

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

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

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

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.


mountainous region.

CSR-1987 [Re-print]


mountainous region.

CSR-1987 [Re-print]


mountainous region.

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

CSR-1987 [Re-print]


mountainous region.

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

CSR-1987 [Re-print]


mountainous region.

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

CSR-1987 [Re-print]


mountainous region.

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

CSR-1987 [Re-print]


mountainous region.

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

CSR-1987 [Re-print]


mountainous region.

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

CSR-1987 [Re-print]


mountainous region.

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

CSR-1987 [Re-print]


mountainous region.

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

Per K.M

CSR-1987 [Re-print]


mountainous region.

CSR-1987 [Re-print]


mountainous region.

Per K.M

Per K.M

Per K.M

CSR-1987 [Re-print]

CHAPTER NO. 6

EARTH WORK

Notes :-

(i)

(ii)

(iii)

(iv)

(v)

Description Unit Plains

Rate

1 2 3 4

6.1

(a)

100 cum 292.00

(b)100 cum 412.00

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

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

Note :-

6.2

(a)

100 cum 292.00

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.

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.

Sr. No.

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

Kassi work undressed involving an average horizontal throw upto 2.0 metres and average vertical lift upto 0.5 metre.

Basket work with combined lead upto 7.50 metres undressed.

No extra allowance of wetness, slush or humus dal dal are payable for item No. 6.1.

Earth work excavation in ordinary soil, exclusive of compensation of earth :--

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.

CSR-1987 [Re-print]


Rate

1 2 3 4

Sr. No.

(b)100 cum 600.00

(c)(i)100 cum 16.50

(ii)100 cum 11.00

(d) Wet earth work :--

(i)100 cum 223.00

(ii)100 cum 114.00

(iii)100 cum 57.00

Notes :- (i)

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

(e) Hardness

(i)100 cum 69.00

(ii)100 cum 137.00

Notes :-

(i)

Earth work undressed with a combined lead upto 15 metres including breaking of clods.

Extra for every 7.50 metres additional lead beyond 15 metres but upto 300 metres.

Extra for every 7.50 metres additional lead beyond 300 metres but upto 450 metres.

Note :- 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).

Extra for wet earth work from bottom of excavation upto level of sub soil water.

Extra for wet earth work from level of sub soil water upto 30 cm above.

Extra for wet earth work for depth above 30 cm of sub soil water level.

Wetness allowance shall be payable only after obtaining the written approval of the Superintending Engineer.

Extra for hard soil with D.B.D. (Dry Bulk Density) from 1.6 to 1.7 gm/c.c.

Extra for hard soil with D.B.D. (Dry Bulk Density) exceeding 1.7 but upto 1.8 gm/c.c.

For D.B.D. upto 1.8, rate shall be approved by the Superintending Engineer on recommendation by the Executive Engineer.

CSR-1987 [Re-print]


Rate

1 2 3 4

Sr. No.

(ii)

(f) Extra for pudding work. 100 cum 343.00

(g) Compaction :--

(i)

100 cum 53.00

(ii)100 cum 48.50

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

Deleted

(h) Admixture of shingle or kankar

(i) Extra for admixture of shingle or kankar upto 10 percent. 100 cum --

(ii)100 cum 86.00

(iii)100 cum 137.00

(iv)100 cum 223.00

(j) Extra for slush. 100 cum

(k) Extra for dal dal. 100 cum

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.

Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing but excluding cost of rolling.

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

Note :-

Extra for admixture of shingle or kankar exceeding 10% but upto 20%.



Note :- For admixture above 40% rates for gravel work excavation shall apply --

140.00 to

340.00

Note :- 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.

340.00 to

452.00

Note :- 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.

CSR-1987 [Re-print]


Rate

1 2 3 4

Sr. No.

6.3 Dressing of earth work :--

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

(ii) Repair work. 100 cum 54.00

(iii) Sand only. 100 cum 27.00

6.4 Compensation for earth taken from private land. 100 cum 23.00

6.5

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

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

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

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

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

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

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

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

6.6

100 cum 686.00

6.7

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

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 :-

Note :- 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.

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.

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 :--

CSR-1987 [Re-print]


Rate

1 2 3 4

Sr. No.

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

(c)

100 cum 1965.00

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

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

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

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

6.8 Earth filling :--

(a)(i)

100 cum 252.00

(ii)

100 cum 450.00

(b)(i)

100 cum 561.00

(ii)

100 cum 776.00

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

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

For hard clayey soil or hard conglomerate or semi rocky type of the nature of pick jumper with occasional blasting.

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.

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.

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.

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.

As per rate under item No. 6.2 (c)

CSR-1987 [Re-print]


Rate

1 2 3 4

Sr. No.

(i) 100 cum

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

6.9 Earth work over roofs :--

(a)

100 cum 892.00

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

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

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

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

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

(c) 100 cum 17.00

Note :-

(d) Unloading earth from boats. 100 cum 223.00

6.11 Earth work undressed by tramway or rail :--

(a) Digging and loading into trucks within 15 metres lead.100 cum 412.00

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

(c) 100 cum 110.00

(d)100 cum 223.00

(e)100 cum 305.00

Out side road boundary into depressions with combined lead of 15 metres inclusive of cost of explosive, compressed air and T&P. Rate of item

No. 7.1 to 7.10 to be paid

according to type of work

after Reducing the rate by

10%

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.


Extra for distance beyond 300 metres but upto 750 metres (per 30 metres).

For lead beyond 750 metres the rates under item No. 6.2 (c) will be applicable.

Unloading earth from tip wagon and clearing within 3.0 metres from rail.

Unloading earth from B.G. Trucks clearing 1.5 metres from rail.

Unloading earth from B.G. Trucks & spreading 4.5 metres., from rail.

CSR-1987 [Re-print]


Rate

1 2 3 4

Sr. No.

(f)100 cum 378.00

6.1223.00

6.13 Restoring boundary road drains. 100 cum 20.00

6.14

(a) In unploughed land. 100 cum 48.50

(b) In ploughed land. 100 cum 101.00

Note :-

6.15 (a)

53.00

(b)

104.00

(c) Extra carriage of Sarkanda :--

(i)51.00

(ii)46.50

(iii)43.00

(iv)39.00

(v)34.00

(vi)29.00

(vii) Subsequent K.M.24.50

6.16 Ploughing or levelling of borrow pits. Hectare 248.00

6.17 Berm trimming both sides :--

Unloading from B.G. Trucks & spreading upto 30 metres from rail.

Dressing of dowels in addition to payment for dressed earth work. 100 metres

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.

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

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

2nd K.M.100 metres

3rd K.M.100 metres

4th K.M.100 metres

5th K.M.100 metres

6th K.M.100 metres

7th K.M.100 metres

100 metres

CSR-1987 [Re-print]


Rate

1 2 3 4

Sr. No.

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

(b)K.M. 230.00

(c) K.M. 350.00

6.18 Dag – Belling :--

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

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

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

Channels exceeding 1.0 metre but upto 1.5 metres depth.

Channels exceeding 1.5 metres but upto 2.5 metres depth.

CSR-1987 [Re-print]

CHAPTER NO. 6

EARTH WORK

Rate

5

292.00

412.00

36.00

13.50

292.00

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

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

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.

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.

Sub-Mountainous

Region

CSR-1987 [Re-print]

Rate

5

Sub-Mountainous

Region

600.00

16.50

11.00

223.00

114.00

57.00

69.00

137.00

CSR-1987 [Re-print]

Rate

5

Sub-Mountainous

Region

343.00

53.00

48.50

452.00

--

86.00

137.00

223.00

140.00 to

340.00

340.00 to

452.00

CSR-1987 [Re-print]

Rate

5

Sub-Mountainous

Region

38.50

54.00

27.00

23.00

624.00

730.00

798.00

21.00

172.00

446.00

686.00

54.00

686.00

989.00

CSR-1987 [Re-print]

Rate

5

Sub-Mountainous

Region

1502.00

1965.00

172.00

446.00

686.00

21.00

252.00

450.00

561.00

776.00


CSR-1987 [Re-print]

Rate

5

Sub-Mountainous

Region

21.00

892.00

55.00

412.00

212.00

17.00

223.00

412.00

21.00

110.00

223.00

305.00

Rate of item No. 7.1 to 7.10

to be paid according to type of work

after Reducing the rate by 10%


CSR-1987 [Re-print]

Rate

5

Sub-Mountainous

Region

378.00

23.00

20.00

48.50

101.00

53.00

104.00

51.00

46.50

43.00

39.00

34.00

29.00

24.50

248.00

CSR-1987 [Re-print]

Rate

5

Sub-Mountainous

Region

157.00

230.00

350.00

30.50

60.00

80.00

CSR-1987 [Re-print]

CHAPTER NO. 7

ROCK CUTTING

Notes :-

(i) Canverting lift into horizontal lead :-

(ii) Measurement of lift :-


1 2 3 4

7.1 Pick work 100 Cum. 845.00

7.2 Pick and jumper work. 100 Cum. 1445.00

7.3 Jumper work. 100 Cum. 1646.00

7.4 Jumper with occasional blasting. 100 Cum. 2431.00

7.5 Blasting ordinary Rock. 100 Cum. 2988.00

7.6 Blasting hard Rock. 100 Cum. 4445.00

7.7 Blasting conglomerate mass. 100 Cum. 5450.00

7.8 Blasting conglomerate trenches. 100 Cum. 7223.00

7.9 Through cut Rock excavation. 100 Cum.

7.10 Extra for every 7.5 metres additional lead. 100 Cum. 21.00

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.

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.

Rate for plain as well as sub-

mountainous region

Excavation including handling of materials within 15 metres inclusive of cost of explosives, dressing, compressed air and T & P.

10 percent extra over

above rates

CSR-1987 [Re-print]

CHAPTER NO. 8

DEMOLITION

Notes:-

(i)

(ii)

(iii)

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


1 2 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 Dismantling stone pitching or soling.

(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)Cum. 14.00

8.3 Dismantling stone spalls or brick bats filling.

(a) In dry Cum. 6.40

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

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.

Unless otherwise stated, the rates include sorting and stacking dismantled material and removing the same within a distance of 100 metres.

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.

Rates in Plains & Sub-Montainous

Region

Dismantling stone masonry/Rubble masonry including stacking of serviceable materials and disposal of unserviceable materials.

Stone pitching grouted with dry ballast and with natural silt and clay.

CSR-1987 [Re-print]


1 2 3 4


Region

(c) Cum. 11.50

Note :-

8.4 Dismantaling pucca grouted pitching. Cum. 21.00

8.5 Dismantaling brick work tile masonary or tile lining.

(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 Dismantling concrete or precast concrete.

(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 Dismantling metalling or dry brick ballast Cum. 7.20

8.8 Dismantling roofing

(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

In wire crates including opening of crates and stacking crate material.

When the work to be dismantled under items No. 8.2 and 8.3 is under water, add 60 per cent to above rates.

CSR-1987 [Re-print]


1 2 3 4


Region

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

8.9 Dismantling wood work from roof. Cum. 54.00

8.10 Stripping and stacking slate or tiles of a roof. Sqm. 1.90

8.11Sqm. 1.35

8.12 Add for planks and battens in cases of item nos. 8.10 and 8.11 . Sqm. 1.15

8.13Sqm. 2.30

8.14 Dismantling mud walling. Cum. 5.60

8.15 Dismantling Dhajji walling. Sqm. 2.15

8.16Sqm. 4.50

8.17Sqm. 2.35

8.18 Sqm. 3.50

8.19 Dismantling brick or flagged stone flooring without concrete base. Sqm. 1.20

8.20 Dismantling plank flooring. Sqm. 2.30

8.21 Dismantling plank ceiling and supporting timber. Sqm. 2.90

8.22 Dismantling cloth ceiling and supporting timber. Sqm. 1.35

8.23 Dismantling stone-ware drains and concrete. Metre 0.80

8.24 Removing R.C battens from roofs. Cum. 85.00

8.25 Removing R.S. beams from structures or truses. 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 Removing hume pipes.

(a) 150 mm to 300 mm dia Metre 4.10

Stripping and stacking iron sheets of a roof including ridging, flashing, eaves boards gutters and down pipes.

Add for roof trusses of iron or wood, (rafters, purling etc.) in case of item Nos. 8.10 and 8.11.

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.

Removing Doors and Windows (Steel or wood) with chowkhats by making recesses in walls when the wall is not to be dismantled.

CSR-1987 [Re-print]


1 2 3 4


Region

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

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

8.28 Removing sal ballies from structures including stacking. Each 1.60

8.29 Dismantling sleepers from centring including stacking outside. Each 1.60

8.30 Dismantling tramway track Metre 0.60

8.31 Scraping

(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

8.33Cum. 70.00

8.34Metre 1.05

8.35 Dismantling glazed tiles (to be carefully removed). Sqm. 6.40

8.36Sqm. 2.10

8.37 Dismantling wooden chajjas and sun-shades. Sqm. 2.80

8.38 Removing doors and windows together with the dismantling of walls

(i) Doors Each 4.85

(ii) Windows Each 3.25

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

Dismantling asbestos cement, celotax or other hard board ceiling or partition walls including supporting timber.

CSR-1987 [Re-print]


1 2 3 4


Region

(iii) Clerestory windows Each 1.60

CSR-1987 [Re-print]

CHAPTER NO. 9

CENTRING AND SHUTTERING

Notes :-

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

(ii)

(iii) Deleted

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

(a) Pattern should be specially indicated by Architect.

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

Description

Unit

Labour Rate Throgh Rate

Plains Plains

1 2 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

9.5Sqm. 20.50 22.50 41.00 43.00

9.6Sqm. 20.00 22.00 47.50 49.50

9.7Sqm. 22.50 25.00 55.00 58.00

9.8Sqm. 25.00 28.00 35.50 38.00

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.

Sr. No.

Sub-mountain

ous Regions

Sub-mountain

ous Regions

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.

Centring and shuttering for columns (square or rectangle or polygonal in plan)

Centring and shuttering for columns (circular or curved in plan)

Centring and shuttering for corbels parapets, facias and other similar items including edges.

CSR-1987 [Re-print]

Description

Unit


Plains Plains

1 2 3 4 5 6 7

Sr. No.

Sub-mountain

ous Regions

Sub-mountain

ous Regions

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

53.00 58.00 605.00 611.00

9.10Sqm. 7.50 8.20 25.00 26.00

9.11 Shuttering for precast R.C.C. battens. Sqm. 4.80 5.30 12.00 12.50

9.12

Sqm. 3.90 4.25 9.00 9.35

9.13 7.40 8.60 13.50 14.50

9.14 3.90 4.30 7.20 7.60

9.15 Centring and shuttering for slab culverts :-

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

(b) Sqm. 21.50 24.00 47.00 49.00

9.16

Sqm. 7.90 8.80 20.50 21.00

9.17 - - 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

9.19Sqm 0.25 0.25 0.30 0.30

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)

Centring and shuttering for arches of verandah openings Per Mtr.

of clear span.

Centring and shuttering for arches of doors and windows. Per Mtr.

of clear span.

Above 3Metres Span but upto 6 Metres Span.

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.

Sqm.of surface

area

Centring and shuttering for well curbs complete in all respects.

Extra for shuttering in each subsequent storey above the first. Storey (except for item No.9.17)

CSR-1987 [Re-print]

Description

Unit


Plains Plains

1 2 3 4 5 6 7

Sr. No.

Sub-mountain

ous Regions

Sub-mountain

ous Regions

9.20

Sqm 1.00 1.00 1.00 1.00

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).

CSR-1987 [Re-print]

CHAPTER NO. 10

CONCRETE

Notes :-

(i)

(ii)

(iii)

(iv)

(v) The rates given below are for non-vibrated concrete.

(vi) (a)

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

(vii)

(viii)

(ix) Deleted

(x)

(xi)

(xii) Deleted

(xiii)

(xiv) Deleted

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 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.

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.

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.

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.

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.

CSR-1987 [Re-print]

(xv) Deleted

CSR-1987 [Re-print]

(xvi)

(xvii) Deleted

(xviii) For estimate purposes shuttering may be taken as under:-

(a) For foundation work and plinth beams @ 1.50sqm/cum

(b) For slabs @ 8.25sqm/cum

(c) For columns, beams, door lintels @ 8.00sqm/cum

(d) For R.C.C. domes @ 10.00sqm/cum

(e) For walls @ 13.00sqm/cum

(f) For shelves @ 18.50sqm/cum

(g) For facia or any thin section @ 20.00sqm/cum

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

(a) For foundation @ 60kg/cum

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

(c) For columns, beams @ 100kg/cum

(d) For R.C.C. domes @ 60kg/cum

(e) For walls @ 90kg/cum

(f) For shelves @ 60kg/cum

(g) For facia or any thin section @ 50kg/cum

(h) For piles @ 30kg./cum.

(xx)

(a) For M-20 grade concrete @ 375 kg. of cement per cum of concrete.

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

(c) For M-30 grade concrete @ 450 kg. of cement per cum of concrete.

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

(e) For M-40 grade concrete @ 500 kg. of cement per cum of concrete.

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) :-

CSR-1987 [Re-print]

Sr. No. Description Unit Plains Sub-MOUNTAINOUS

1 2 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)Cum. 40.50 229.00 44.50 233.00

(b)Cum. 42.50 218.00 47.00 222.00

(c)

Cum 40.50 227.00 44.50 231.00

(d)

Cum 42.50 216.00 47.00 220.50

10.6 (a)Cum. 40.50 255.00 44.50 259.00

(b)Cum. 42.50 244.00 47.00 248.00

(c)

Cum 40.50 252.50 44.50 256.50

(d)

Cum 42.50 241.50 47.00 246.00

10.7 (a)Cum. 40.50 276.00 44.50 280.00

(b)Cum. 42.50 265.00 47.00 269.00

Labour Rate

Through Rate

Labour Rate

Through Rate

Mud concrete with brick ballast 40mm gauge (in hilly areas stone ballast 40mm gauge to be used instead of brick ballast.

Lime concrete 1:2:8 (0.13 Cum. Lime, 0.26 Cum. Surkhi, one cum brick ballast 40mm gauge)

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)

Cement Concrete 1:8:16 with brick ballast 40mm gauge.

Cement Concrete 1:8:16 with 40mm gauge stone aggregate.

Cement Fly Ash Concrete 1:3:5:16 (1 Ordinary Portland Cement : 3 Fly Ash : 5 Sand : 16 Brick Ballast 40mm gauge)

Cement-Fly Ash Concrete 1:3:5:16 (1 Ordinary Portland Cement : 3 Fly Ash : 5 Sand : 16 stone Ballast 40 mm gauge)

Cement concrete 1:6:12 with brick ballast 40mm gauge.

Cement Concrete 1:6:12 with 40mm gauge stone aggregate.

Cement-Fly Ash Concrete 1:2.5:3.5:12 (1 Ordinary Portland Cement : 2.5 Fly Ash : 3.5 Sand : 12 Brick Ballast 40mm gauge)

Cement-Fly Ash Concrete 1:2.5:3.5:12 (1 Ordinary Portland Cement : 2.5 Fly Ash : 3.5 Sand : 12 Stone Ballast 40mm gauge)

Cement concrete 1:5:10 with brick ballast 40mm gauge.

Cement concrete 1:5:10 with 40 mm gauge stone ballast.

CSR-1987 [Re-print]


1 2 3 4 5 6 7

Labour Rate

Through Rate

Labour Rate

Through Rate

(c)

Cum 40.50 273.50 44.50 277.50

(d)

Cum 42.50 263.00 47.00 267.00

10.8 (a)Cum. 40.50 307.00 44.50 311.00

(b)

Cum 40.50 305.50 44.50 309.50

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

(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)

Cum 42.50 305.50 47.00 310.00

(d)

Cum 42.50 295.00 47.00 299.00

10.10Cum. 42.50 354.00 47.00 358.00

10.11Cum. 42.50 447.00 47.00 451.00

10.12 Deleted

10.13

Cum. 6.00 6.00 6.60 6.60

10.14

Cum. 52.00 456.00 57.00 462.00

Cement-Fly Ash Concrete 1:2:3:10 (1 Ordinary Portland Cement : 2 Fly Ash : 3 Sand : 10 Brick Ballast 40mm gauge)

Cement-Fly Ash Concrete 1:2:3:10 (1 Ordinary Portland Cement : 2 Fly Ash : 3 Sand : 10 Stone Ballast 40mm guage)

Cement Concrete 1:4:8 with brick ballast 40mm gauge.

Cement-Fly Ash Concrete 1:1.5:2.5:8 (1 Ordinary Portland Cement : 1.5 Fly Ash : 2.5 Sand : 8 Brick Ballast 40mm gauge)

Cement-Fly Ash Concrete 1:1.5:2.5:8 (1 Ordinary Portland Cement : 1.5 Fly Ash : 2.5 Sand : 8 Stone Ballast 20mm gauge)

Cement-Fly Ash Concrete 1:1.5:2.5:8 (1 Ordinary Portland Cement : 1.5 Fly Ash : 2.5 Sand : 8 stone Ballast 40mm gauge)

Cement Concrete 1:3:6 with stone ballast or shingle.

Cement Concrete 1:2:4 with stone ballast or shingle.

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.

Reinforced cement concrete 1:2:4 hand mixed but excluding steel reinforcement, centering and shuttering in foundation and plinth.

CSR-1987 [Re-print]


1 2 3 4 5 6 7

Labour Rate

Through Rate

Labour Rate

Through Rate

10.15

Cum. 57.00 461.00 62.00 467.00

10.16 Deleted

10.17 Deleted

10.18 Deleted

10.19 Deleted

10.20 Deleted

10.21 Deleted

10.22 Deleted

10.23

- 48.46 - 48.46

10.24 Deleted

10.25

Sqm. 7.60 44.00 8.40 44.50

10.26

Sqm. 5.85 28.00 6.40 28.50

Sqm. 5.10 23.30 5.65 23.80

10.27

Sqm. 5.85 22.00 6.40 22.50

10.28 Supplying & Laying dry brick bats. Cum. 5.85 77.00 6.40 78.00

10.29 Supplying & Laying dry brick ballast. Cum. 5.85 89.00 6.40 90.00

Reinforced cement cocrete 1:2:4 hand mixed but excluding steel reinforcement, centering and shuttering in super structure.

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.

Per Bag

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.

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.

10.26(ii)

Damp proof course 4 cm thick of cement concrete 1:2:4 with water proofing compound as per manufacturer guide lines.

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.

CSR-1987 [Re-print]


1 2 3 4 5 6 7

Labour Rate

Through Rate

Labour Rate

Through Rate

10.30Sqm. 1.05 1.05 1.15 1.15

10.31Sqm. 0.65 0.65 0.70 0.70

10.32 Sqm. 0.65 0.65 0.70 0.70

10.33Sqm. 17.50 17.50 19.00 19.00

10.34

(a) Head works

(i) Horizontal Sqm. 1.10 1.10 1.20 1.20

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

(b) Channels (Irrigation)

(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 Preparing surface for inverted filters. Sqm. 0.49 0.49 0.55 0.55

10.36 Skipping concrete in wells. Cum. 54.00 54.00 59.00 59.00

10.37 Deleted

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 Deleted

10.40Cum. 40.50 192.00 44.50 196.00

Nicking cement concrete surface (Over 28 days old including preparation and laying slurry).

Washing concrete surface, scrubbing with brushes including preparing and laying slurry.

Nicking lime concrete surface.

Extra for grouting concrete between the grooves of gates including labour for shuttering.

Preparing, watering and ramming surface for laying concrete.

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.

Plum cement concrete 1:8:16 with stone ballast 40mm gauge using 20% plum.

CSR-1987 [Re-print]


1 2 3 4 5 6 7

Labour Rate

Through Rate

Labour Rate

Through Rate

10.41Cum. 40.50 211.00 44.50 215.00

10.42Cum. 40.50 229.00 44.50 233.00

10.43 Deleted

10.44 (a)Cum. 40.50 243.00 44.50 247.00

(b)Cum. 42.50 229.00 47.00 233.00

(c)

Cum 40.50 241.50 44.50 245.00

(d)

Cum 42.50 227.00 47.00 231.50

10.45 (a)Cum. 40.50 232.00 44.50 236.00

(b)Cum. 42.50 221.00 47.00 225.00

(c)

Cum 40.50 230.00 44.50 234.00

(d)

Cum 42.50 219.00 47.00 223.00

10.46Cum 6.00 6.00 6.00 6.00

10.47Cum 20.00 20.00 20.00 20.00

10.48

Cum 3.00 3.00 3.30 3.30



Cement concrete 1:8:16 with brick ballast 20 mm gauge in foundation and plinth.

Cement concrete 1:8:16 with stone ballast 20 mm gauge in foundation and plinth.

Cement-Fly Ash Concrete 1:3:5:16 (1 Ordinary Portland Cement : 3 Fly Ash : 5 Sand : 16 Brick Ballast 20mm gauge) in foundation and plinth.

Cement-Fly Ash Concrete 1:3:5:16 (1 Ordinary Portland Cement : 3 Fly Ash : 5 Sand : 16 Stone Ballast 20 mm gauge) in foundation and plinth.

Cement concrete 1:8:16 with brick ballast 32 mm gauge in foundation and plinth.

Cement Concrete 1:8:16 with stone balast 32 mm guage in foundation and plinth.

Cement-Fly Ash Concrete 1:3:5:16 (1 Ordinary Portland Cement : 3 Fly Ash : 5 Sand : 16 Brick Ballast 32mm gauge) in foundation and plinth.

Cement-Fly Ash Concrete 1:3:5:16 (1 Ordinary Portland Cement : 3 Fly Ash : 5 Sand : 16 Stone Ballast 32mm gauge) in foundation and plinth.

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 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.

CSR-1987 [Re-print]


1 2 3 4 5 6 7

Labour Rate

Through Rate

Labour Rate

Through Rate

10.49

Cum 2.00 2.00 2.20 2.20

10.50

Cum 3.00 3.00 3.30 3.30

10.51

Cum 2.00 2.00 2.20 2.20

10.52Extra for using admixure in designed mix concrete. 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 --- ---

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 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 providing under reamed bulb as per BIS Specifications/Codes.

CSR-1987 [Re-print]


1 2 3 4 5 6 7

Labour Rate

Through Rate

Labour Rate

Through Rate

(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 --- ---

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.

CSR-1987 [Re-print]

CHAPTER NO. 11

BRICK WORK

Notes :-

(i)

(ii)

(iii)

(iv)

(v)

(vi) Deleted

(vii)

(viii)

(ix) Deleted

(x)

(xi) (a)

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

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 for 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.

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.

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.

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.

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.

CSR-1987 [Re-print]

(b)

(xii)

(xiii)

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

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

Sr. No. Description Unit Plains Sub-Mountionus

1 2 3 4 5 6 711.1

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

11.5Cum. 49.50 374.00 54.00 379.00

11.6

Cum. 70.00 394.00 77.00 401.00

11.7Cum. 49.50 388.00 54.00 393.00

11.8

Cum. 70.00 409.00 77.00 416.00

11.9Cum. 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.

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.

Labour Rate

Through Rate

Labour Rate

Through Rate

First class burnt brick work laid in cement sand mortar 1:7 in foundation and plinth.

First class burnt brick work laid in cement sand mortar 1:7 in first storey upto 4 metres above plinth level.






First class burnt brick work laid in cement sand mortor 1:4 in first storey upto 4 metres above plinth level.



CSR-1987 [Re-print]


1 2 3 4 5 6 7

Labour Rate

Through Rate

Labour Rate

Through Rate

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 lime surkhi, mortar 1:2 ( One lime and two surkhi)in foundation and plinth.

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.

First class burnt brick work laid in lime surkhi, sand mortar 1:1:1 (One lime One surkhi, one sand) in foundation and plinth.

First class burnt brick work laid in lime surkhi, sand mortar 1:1:1 (One lime, One surkhi one sand) in first storey upto 4 metres above plinth level.

First class burnt brick work laid in cement, lime, sand mortar 1:1:6 (One cement, One lime, six 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.

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 cement, lime, sand, mortar 1:3:12 (One cement, three lime and twelve sand) in foundation and plinth.

First class burnt brick work laid in cement, lime, sand mortar 1:3:12 (One cement, three lime and twelve sand) in first storey upto 4 metres above plinth level

CSR-1987 [Re-print]


1 2 3 4 5 6 7

Labour Rate

Through Rate

Labour Rate

Through Rate

11.22

Sqm. 12.00 51.00 13.00 52.00

11.23

Cum. 44.00 289.00 48.50 294.00

11.24Cum. 57.00 302.00 63.00 308.00

11.25

Cum. 64.00 327.00 71.00 333.00

11.26Cum. 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)

Cum. 8.00 8.00 8.80 8.80

(b)

Cum. 8.00 8.00 8.80 8.80

(c)

Sqm. 1.00 1.00 1.10 1.10

(d)

Sqm. 1.00 1.00 1.10 1.10

Note : Deleted

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

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.

First class burnt brick work laid in mud mortar in foundation and plinth.

First class burnt brick laid mud mortar in first storey upto 4 metres above plinth level.

First class burnt brick work laid in mud mortar 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 storey upto 4 metres above plinth level.

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 storey upto 4 metres above plinth level.

Gilafi work as per item No. 11.27 with Jibi face (outer 5cm laid in cement, sand mortar 1:5) including striking joints.

Extra for additional storey upto 4 metres above the top of structural roof of lower storey.

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.

Extra for 115mm thick brick walls for additional storey upto 4 meters above the top of structural roof of lower storey.

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.

CSR-1987 [Re-print]


1 2 3 4 5 6 7

Labour Rate

Through Rate

Labour Rate

Through Rate

(b)Cum. 8.00 8.00 - -

11.31Cum. 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)Cum. 59.00 87.00 65.00 93.00

(c) 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

11.36Sqm. 12.00 51.00 13.00 52.00

11.37

Sqm. 13.00 45.00 14.00 46.50

11.38Sqm. 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

Extra for flared out walls of syphons, super-passages, falls etc.

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

Extra for burnt brick work in arches including cost of shuttering :-

more than 1.5 metres but upto 3 metres span.

more than 3 metres but upto 6 metres span.

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 mortar 1:4 without reinforcement in super structure.

75 mm thick brick wall laid in cement sand mortar 1:4 with every alternate course reinforced with hoop iron in superstructure.

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

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.

CSR-1987 [Re-print]


1 2 3 4 5 6 7

Labour Rate

Through Rate

Labour Rate

Through Rate

11.41

Metre 7.80 17.00 8.60 17.50

11.42

Cum. 138.00 856.00 152.00 869.00

Note :- Deleted

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

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.

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 mortar 1:4 in first storey upto 4 metres above plinth level.

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.

Extra for brick tile masonry in additional storey upto 4 metres above the top of structural roof of lower storey.

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.

CSR-1987 [Re-print]


1 2 3 4 5 6 7

Labour Rate

Through Rate

Labour Rate

Through Rate

11.51

Sqm. 17.00 49.50 19.00 51.00

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

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.

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.

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 alternate layers laid in cement sand mortar 1:4 using 58 number bricks.

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 alternate layers laid in cement sand mortar 1:4 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 alternate layers laid in cement sand mortar 1:4 using 90 number tiles 22.86cm x 11.43cm x 3.81cm and 37 numbers tiles 30.48cm x 15.24cm x 5.08cm.

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.

CSR-1987 [Re-print]


1 2 3 4 5 6 7

Labour Rate

Through Rate

Labour Rate

Through Rate

11.61

Metre 8.50 15.50 9.30 16.00

11.62

Metre 4.15 6.80 4.55 7.20

11.63Metre 3.90 9.40 4.30 9.80

11.64

Each 9.30 14.50 10.50 15.50

11.65 36.50 36.50 40.00 40.00

11.66 Replacing kallar eaten bricks. Each 0.90 1.60 0.95 1.70

11.67 Labour for brick work laid dry in walls 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

11.71Cum. 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 ---

Dressed or moulded two brick cornice laid in cement sand mortar 1:4 including 12mm thick cement plaster 1:4 or pointing as required.

Dressed or moulded one brick cornice laid in cement sand mortar 1:4 including 12mm thick cement plaster 1:4 or pointing as required.

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

Dressing, chamfering of bricks to required shape in masonry work.

100 Nos

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.

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.

CSR-1987 [Re-print]


1 2 3 4 5 6 7

Labour Rate

Through Rate

Labour Rate

Through Rate

11.74Cum. 62.00 --- 68.00 ---

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

First class burnt brick masonry in well steining of circular wells.

76mm thick brick architrave to windows and ventilators 115mm projected laid in cement sand mortar 1:4 including 12mm thick cement plaster 1:4

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.

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.

CSR-1987 [Re-print]


1 2 3 4 5 6 7

Labour Rate

Through Rate

Labour Rate

Through Rate

11.80

Sqm 9.30 48.50 10.00 49.00

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 reinforcement in foundation and plinth.

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.

CSR-1987 [Re-print]

CHAPTER NO. 12

STONE MASONRY

Notes :-

(i)

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

(iii)

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

(v)

(vi)

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


1 2 3 4 5 6

ASHLAR MASONARY

12.1Cum. 1082.00 1227.00 1190.00

12.2Cum. 1082.00 1204.00 1190.00

12.3

Cum. 744.00 923.00 818.00

12.4

Cum. 744.00 881.00 818.00

12.5

Cum. 714.00 893.00 786.00

12.6Cum. 714.00 852.00 786.00

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.

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

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.

Labour Rate

Through Rate

Labour Rate

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 metres above plinth level.

Rustic ashlar in cement mortar (1:6) upto 6 metres above plinth level.

CSR-1987 [Re-print]


1 2 3 4 5 6

Labour Rate

Through Rate

Labour Rate

12.7

Cum. 18.00 18.00 19.00

12.8

Cum. 62.00 68.00 68.00

12.9Cum. 1597.00 1742.00 1757.00

12.10Cum. 1597.00 1729.00 1757.00

Block in Course Rubble Masonry

12.11Cum. 551.00 719.00 606.00

12.12Cum. 551.00 702.00 606.00

12.13Cum. 551.00 691.00 606.00

12.14

Cum. 13.00 13.00 14.50

12.15Cum. 57.00 61.00 63.00

12.16

Cum. 157.00 342.00 172.00

12.17

Cum. 157.00 321.00 172.00

12.18

Cum. 157.00 308.00 172.00

12.19Cum. 133.00 203.00 146.00

12.20

Extra for above items for every additional storey of height upto 4 metres above the top of structural roof of lower storey.

Extra for arch work including centring and shuttering.

Cut stone work in cornices, string courses, etc. in cement mortar 1:3.

Cut stone work in cornices, string courses, etc. in cement mortar 1:4.

Block in course upto 4 metres above plinth level in cement mortar 1:4




Add extra for arch work including centring and shuttering.

Squared or Rectangular Pillars of Rubble Masonry

Squared rubble masonry coursed (coursed rubble) in foundations and plinth in cement mortar 1:4



Squared rubble masonry coursed (coursed rubble) in foundations and plinth in mud mortar

Squared rubble masonry coursed (coursed rubble) in foundations, plinth and superstructure laid dry.

CSR-1987 [Re-print]


1 2 3 4 5 6

Labour Rate

Through Rate

Labour Rate

(a)Cum. 96.00 167.00 106.00

(b)Cum. 97.00 - 106.00

(c)

Cum. 71.00 - 78.00

12.21

Cum. 174.00 359.00 191.00

12.22

Cum. 174.00 338.00 191.00

12.23

Cum. 174.00 324.00 191.00

12.24

Cum. 141.00 211.00 155.00

12.25Cum. 27.00 27.00 29.50

12.26

Cum. 14.00 14.00 15.00

12.27Cum. 62.00 66.00 68.00

Random Rubble Masonry

12.28

Cum. 133.00 276.00 146.00

12.29

Cum. 133.00 285.00 146.00

12.30

Cum. 133.00 297.00 146.00

Where building stone is specially arranged by the contractor.

Where stone is available within 100 metres from rock cutting already done.

Where stone is available within 100 metres from dismantled or failed structure.

Squared rubble masonry uncoursed or built to courses in foundations and plinth in cement mortar 1:4 to a pattern if specified.



Squared rubble masonry uncoursed or built to courses in foundations and plinth in mud mortar to a pattern if specified.

Add for work in super structure up to 4 metres above plinth level.


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

Random rubble masonry or polygonal rubble masonry (Kentish Rag) or random or a polygonal rubble built to courses in foundations and plinth in cement mortar 1:7

Random rubble masonry or polygonal rubble masonry (Kentish Rag) or random or polygonal rubble built to courses in foundations and plinth in cement mortar 1:6.

CSR-1987 [Re-print]


1 2 3 4 5 6

Labour Rate

Through Rate

Labour Rate

12.31

Cum. 86.00 157.00 95.00

12.32

(a)Cum. 89.00 159.00 97.00

(b)Cum. 54.00 59.00

(c)

Cum. 80.00 - 88.00

12.33Cum. 133.00 320.00 146.00

12.34Cum. 86.00 153.00 95.00

12.35Cum. 27.00 27.00 30.00

12.36

Cum. 11.00 11.00 12.00

12.37 Rough hammer dressing of boulders :- Cum. -

(a) Quartezite stone 2-3 faces 45.00 - 49.50

(b) Quartezite stone 4-5 faces 73.00 - 81.00

(c) Sand stone 2-3 faces 37.00 - 41.00

(d) Sand stone 4-5 faces 59.00 - 65.00

12.38 Hammer dressing of stone for face work 14.00 - 15.50

12.39 61.00 - 67.00

Random rubble masonry or polygonal rubble masonry (Kentish Rag) or random or polygonal rubble built to courses in foundations and plinth in mud mortar

Random rubble masonry or polygonal rubble masonry (Kentish Rag) or random or polygonal rubble built to courses in foundations and plinth and superstructure laid dry.

Where building stone is specially arranged by the contractor.

Where stone is available within 100 metres from rock cutting already done.

Where stone is available within 100 metres from dismantled or failed structure.

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.


cum. of masonry

cum. of masonry

cum. of masonry

cum. of masonry

sqm. of face area

Fine chisel dressing (three-line dressing) of stones.

sqm. of dressed

area

CSR-1987 [Re-print]


1 2 3 4 5 6

Labour Rate

Through Rate

Labour Rate

12.40 32.50 - 36.00

12.41 23.00 - 25.50

12.42Cum. 33.50 - 37.00

12.43 Stone filling behind retaining walls. Cum. 14.00 46.00 15.50

DHAJJI WALLING

12.44

Sqm. - - 50.50

12.45

Sqm. - - 49.00

12.46

Sqm. - - -

12.47Sqm. - - -

Ordinary chisel dressing (two-line dressing) of stones.

sqm. of dressed

area

Rough tooled dressing (one-line dressing) of stones.

sqm. of dressed

area

Dry stone masonry for work of purely temporary nature (excluding dressing)

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.

Deduct from rate of item no. 12.44 and 12.45 if chil wood is used instead of deodar.

CSR-1987 [Re-print]

CHAPTER NO. 12

STONE MASONRY

Notes :-

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

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

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

Sub-Mountionus

7

1325.00

1302.00

988.00

946.00

956.00

914.00

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.

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

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

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

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.

Through Rate

CSR-1987 [Re-print]

Sub-Mountionus

7

Through Rate

19.00

75.00

1892.00

1879.00

764.00

748.00

736.00

14.50

67.00

349.00

328.00

314.00

208.00

CSR-1987 [Re-print]

Sub-Mountionus

7

Through Rate

152.00

-

-

367.00

347.00

333.00

216.00

29.50

15.00

73.00

280.00

290.00

301.00

CSR-1987 [Re-print]

Sub-Mountionus

7

Through Rate

156.00

159.00

-

314.00

153.00

30.00

12.00

-

-

-

-

-

-

-

CSR-1987 [Re-print]

Sub-Mountionus

7

Through Rate

-

-

-

47.00

307.00

293.00

31.40

64.00

CSR-1987 [Re-print]

CHAPTER NO. 13

HOISTING AND ROOFING

Notes :-

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

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

Sr. No. Description Unit Plains

1 2 3 4 5 6 7

13.1 Hoisting R.C.C lintel and placing in position. Cum. 70.00 70.00 77.00 77.00

13.2 Hoisting R.C.C battens and placing in position. Cum. 95.00 95.00 104.00 104.00

13.3 Hoisting R.C.C shelves and placing in position. Cum. 56.00 56.00 62.00 62.00

13.4Cum. 85.00 85.00 93.00 93.00

13.5 Cum. 66.00 66.00 72.00 72.00

13.6 Hoisting wooden beams and placing in position. Cum. 42.00 42.00 46.50 46.50

13.7 Hoisting wooden trusses and placing in position. Cum. 193.00 193.00 212.00 212.00

13.8 Hoisting R.S joists and placing in position. Qtl. 16.00 16.00 17.00 17.00

13.9

Qtl. 31.50 31.50 35.00 35.00

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.

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.

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.

Sub-Mountainous Region

Labour Rate

Through Rate

Labour Rate

Through Rate

Hoisting R.C.C bed plates and placing in position.

Hoisting wooden battens 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.

CSR-1987 [Re-print]


1 2 3 4 5 6 7


Labour Rate

Through Rate

Labour Rate

Through Rate

13.10

Qtl. 60.00 60.00 66.00 66.00

Roofing

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

13.15Sqm. 5.30 38.00 5.90 38.50

13.16Sqm. 6.50 40.50 7.00 41.00

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.

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.

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.

Roofing consisting of 5 cm 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. 7.5 cm 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.

Thatching 23cm thick including bamboo frame and matting excluding the cost of purlins.

CSR-1987 [Re-print]


1 2 3 4 5 6 7


Labour Rate

Through Rate

Labour Rate

Through Rate

13.17

Sqm. 5.10 34.00 5.60 34.50

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

13.26Each 4.15 37.50 4.55 38.00

13.27Each 4.15 37.50 4.55 38.00

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.

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.

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.

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.

Ridges and valleys 45 cm over all, in plain G.I sheet, 22 S.W.G (0.80 mm) fixied with galvanised iron J and L hooks 10 mm dia G.I limpet and bitumen washer complete.

G.I sheet Gutters, 22 S.W (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 and semi corrugated apron-piece with crank bolts in position etc. complete.

Providing and fixing asbestos cement corrugated ridge final in the ridge.

Providing and fixing asbestos cement semi -corrugated sheet ridge, final in the ridge.

CSR-1987 [Re-print]


1 2 3 4 5 6 7


Labour Rate

Through Rate

Labour Rate

Through Rate

13.28Metre 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

13.32Each 3.10 13.50 3.40 14.00

13.33Pair 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

13.36Each 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

13.39Each 4.60 27.00 5.00 27.00

13.40Each 6.70 25.50 7.30 26.00

Providing and fixing asbestos cement corrugated 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 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.

Providing and fixing asbestos cement expansion joints for North light curves etc.,

Providing and fixing asbestos cement expansion joints for ridge, etc., complete.

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 swan neck 100mm dia in position with asbestos cement pipe.

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.

Providing and fixing union clips in gutters of asbestos cement sheet roofing etc. complete

CSR-1987 [Re-print]


1 2 3 4 5 6 7


Labour Rate

Through Rate

Labour Rate

Through Rate

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

13.47Each 4.40 26.00 4.85 26.50

13.48

Each 4.40 23.00 4.85 23.50

13.49Each 19.00 30.50 21.00 32.50

13.50

Metre 5.25 10.50 5.80 10.50

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.

Embedding 100mm dia C.I. rain water non pressure I.S.I. mark pipe in cement mortar during masonry work.

Reason : The cost of pipe has been taken as Rs. 267.93 including all material of fitting etc. and total rate work 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 work out to be Rs. 69.50 and Rs. 70.00 per Metre for both the reason respectively.

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.

Khurra on roof as per item 13.43 with G.I spouts and fixing in position.

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.

Khassi parnala 12.5 m.m. thick in cement mortar 1:2 (35cm) out side width and up to 4.25 m.m. height.

CSR-1987 [Re-print]


1 2 3 4 5 6 7


Labour Rate

Through Rate

Labour Rate

Through Rate

13.51

Each 12.00 61.00 13.00 62.00

13.52

Sqm. 12.00 12.50 13.00 13.50

13.53Qtl. 59.00 381.00 65.00 387.00

13.54 Extra for bitumen painting @0.69 Kg. per Sqm. 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

CEILINGS

13.58

Metre 1.90 6.20 2.00 6.50

13.59Metre 1.90 7.30 2.10 7.50

13.60

Metre 1.90 8.30 2.10 8.50

13.61Sqm. 18.50 102.00 20.50 104.00

13.62Sqm. 18.50 150.00 20.50 152.00

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

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.

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

Deodar wood beading 63 m.m. x 12.5m.m. including fixing in position etc. complete.

Deodar wood beading 75 m.m. x 12.5m.m. including fixing in position etc. complete.

Deodar wood plank ceiling 12.5m.m. thick tongued and grooved planking.

Deodar wood plank ceiling 20m.m. thick tongued and grooved planking.

CSR-1987 [Re-print]


1 2 3 4 5 6 7


Labour Rate

Through Rate

Labour Rate

Through Rate

13.63Sqm. 18.50 132.00 20.50 134.00

13.64 Providing and fixing Dasuty cloth ceiling. Sqm. 4.00 22.50 4.40 23.00

13.65 Providing and fixing hessian cloth ceiling. Sqm. 4.00 12.80 4.40 13.20

13.66 Providing and fixing plywood ceiling. Sqm. 3.15 57.00 3.50 58.00

13.67Sqm. 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

Kail wood plank ceiling 20m.m. thick tongued and grooved planking.

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.

CSR-1987 [Re-print]

CHAPTER NO. 14

FLOORING AND DADOS

Notes :-

(i)

(ii)

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

(iv)

(v)

(vi)

(vii)

(viii)


1 2 3 4 5 6

14.1

Sqm. 4.30 27.00 4.75

14.2Sqm. 1.65 3.80 1.80

14.3

Sqm. 7.90 18.00 8.70

14.4

Sqm. 7.90 24.00 8.70

14.5Sqm. 7.90 28.00 8.70

14.6

Sqm. 12.00 45.00 13.50

14.7

Sqm. 12.00 51.00 13.50

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 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.

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.

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

Labour Rate

Through Rate

Labour Rate

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.

Conglomerate floor 25mm thick cement concrete topping 1:2:4.



Conglomerate floor 25mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand or stone filling.

Conglomerate floor 40mm thick cement concrete 1:2:4 on 100mm cement concrete 1:8:16 and 100mm sand or stone filling.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

14.8

Sqm. 12.00 55.00 13.50

14.9Sqm. 2.55 12.00 2.80

14.10Sqm. 2.55 10.00 2.80

14.11 Deleted

14.12

Sqm. 13.00 49.00 14.00

14.13

Sqm. 21.00 36.00 23.00

14.14

Sqm. 21.00 41.50 23.50

14.15

Sqm. 19.00 34.00 21.00

14.16Sqm. 2.60 21.50 2.85

14.17Sqm. 4.60 35.00 5.05

14.18

Sqm. 4.05 38.50 4.45

14.19

Sqm. 12.00 61.00 13.00

14.20

Sqm. 15.00 72.00 16.50

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.

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.

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.

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.

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.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

14.21

Sqm. 5.00 27.00 5.50

14.22

Sqm. 31.00 59.00 34.00

Sqm. 38.00 70.00 42.00

Sqm 40.00 76.50 44.00

14.23

Sqm 31.00 76.00 34.00

Sqm 38.00 87.00 42.00

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).

14.22(ii)

40mm thick grey terrazzo topping rubbed and polished to a granolithic finish under layers 31mm thick cement concrete 1:2:4 and top 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)

14.22(iii)

40mm thick grey terrazzo topping rubbed and polished to a granolithic finish under layer 28mm thick cement concrete 1:2:4 and top layers12mm thick with 7mm to 10mm gauge white marble Makrana chippings from 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 34mm thick cement concrete 1:2:4 and top 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)

14.23(ii)

40mm thick white terrazzo topping 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 white marble Makrana chippings from 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).

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

Sqm 40.00 99.00 44.00

14.24

Sqm. 32.00 73.00 35.00

Sqm 39.00 91.00 43.00

Sqm 41.00 105.00 45.00

14.23(iii)

40mm thick white terrazzo topping rubbed and polished to a granolithic finish under layer 28mm thick cement concrete 1:2:4 and top layer 12mm thick with 7mm to 10mm gauge white marble Makrana chippings from 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).

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)

14.24(ii)

40mm thick black, red or chocolate terrazzo topping 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 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)

14.24(iii)

40mm thick black, red or chocolate terrazo topping rubbed and polished to a granolithic finish under layer 28mm thick cement concrete 1:2:4 and top layer 12mm thick with 7mm to 10mm gauge white marble makrana chippings from indigenous marble laid in 3:1:6 (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)

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

14.25

Sqm. 32.00 88.00 35.00

Sqm 39.00 105.00 43.00

Sqm 41.00 123.00 45.00

14.26

Sqm. 32.00 88.00 35.00

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.)

14.25(ii)

40mm thick orange, buff yellow, or pink terrazo topping rubbed and polished to a granolithic finish under layer of 31mm thick cement concrete 1:2:4 and top layer 9mm thick with 4mm to 7mm gauge white marble 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).

14.25(iii)

40mm thick orange, buff yellow, or pink terrazo topping rubbed and polished to a granolithic finish under layer 28mm thick cement concrete 1:2:4 and top layer 12mm thick with 7mm to 10mm gauge white marble 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 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 indigenous marble laid in 3:1:6 (37.50 kg. of 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.)

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

Sqm 39.00 105.00 43.00

Sqm 40.00 122.00 44.00

14.27

Sqm. 19.00 52.00 21.00

14.28

Sqm. 37.00 58.50 40.50

Sqm. 45.50 71.00 50.00

14.26(ii)

40mm thick blue or green terrazo topping 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 white marble makrana chippings from 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).

14.26(iii)

40mm thick blue or green terrazo topping rubbed and polished to a granolithic finish under layer of 28mm thick cement concrete 1:2:4 and top layer 12mm thick with 7mm to 10mm gauge white marble makrana chippings from indigenous marble laid in 3:1:6 (37.5 kg. of 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 and top layer 6mm thick with 1mm to 4mm 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.

14.28(ii)

20mm thick grey terrazo skirting or dado rubbed and polished to a granolithic finish under 11mm thick cement sand plaster 1:3 and top layer 9mm thick with 4mm to 7mm guage white marble makrana chippings from indegenous marble laid in 1:1½ (50kg of ordinary grey cement and 0.05cum of white marble chippings) including rounding of junctions.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

Sqm. 48.00 78.00 53.00

14.29

Sqm. 37.00 75.50 40.50

Sqm 45.00 87.50 49.50

Sqm 48.00 100.00 53.00

14.30

Sqm. 37.00 73.00 40.50

14.28(iii)

20mm thick grey terrazo skirting or dado rubbed and polished to a granolithic finish under layer 8mm thick cement sand plaster 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 marble chippings) including rounding of junctions.

20mm thick white terrazo skirting or dado rubbed and polished to a granolithic finish under layer of 14mm thick cement sand plaster 1:3 and top layer 6mm thick with 1mm to 4mm gauge white marble makrana chippings from 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.

14.29(ii)

20mm thick grey terrazo skirting or dado rubbed and polished to a granolithic finish, under layer 11mm thick cement sand plaster 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.

14.29(iii)

20mm thick white terrazo skirting or dado rubbed and polished to a granolithic finish, under layer 8mm thick cement sand plaster 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.

20mm thick black, red or chocolate terrazo skirting or dado rubbed and polished to a granolithic finish under layer 14mm thick cement sand plaster 1:3 and 6mm thick with 1mm to 4mm gauge white marble makrana chippings from indigenous marble laid in 3:1:6 (37.50 kg. of ordinary grey cement 10.5kg.of marble powder with admixture or black, red or chocolate pigment to give required back ground and 0.05 cum of marble chippings) including rounding of junctions.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

Sqm 45.50 92.00 50.00

Sqm 48.00 105.50 53.00

14.31

Sqm. 37.00 87.50 40.50

Sqm 45.00 105.50 49.50

14.30(ii)

20mm thick black, red or chocolate terrazo skirting or dado rubbed and polished to a granolithic finish under layer 11mm thick cement sand plaster 1:3 and 9mm thick with 4mm to 7mm gauge white marble makrana 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) including rounding of junctions.

14.30(iii)

20mm thick black, red or chocolate terrazo skirting or dado rubbed and polished to a granoli thick finish under layer 8mm thick cement sand plaster 1:3 and 12mm thick with 7mm to 10mm gauge white marble makrana 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) including rounding of junctions.

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. thick with 1mm to 4mm gauge white marble 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 chippings) including rounding of junctions.

14.31(ii)

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 thick with 4mm to 7mm gauge white marble 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 required back ground and 0.05 Cum. of white marble chippings) Including rounding of junctions.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

sqm 48.00 124.00 53.00

14.32

Sqm. 37.00 87.50 40.50

Sqm 45.00 105.50 49.50

sqm 48.00 124.00 53.00

14.33

Sqm. -- 11.80 --

14.31(iii)

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 thick with 7mm to 10mm gauge white marble 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 required back ground and 0.05 Cum. of white marble chippings) including rounding of junctions.

20mm thick blue or green skirting or dado rubbed and polished to a granolithic finish under layer 14mm thick cement sand plaster 1:3 and top layer 6mm thick with 1mm to 4mm gauge white marble makrana chippings from indigenous marble laid in 3:1:6 (37.50 kg. of 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 marble chippings) including rounding of junctions.

14.32(ii)

20mm thick blue or green skirting or dado 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 (37.5 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.

14.32(iii)

20mm thick blue or green skirting or dado rubbed and polished to a granolethic finish under layer 8mm thick cement sand plaster 1:3 and top layer 12mm thick with 7mm to 10mm gauge white marble makrana chippings from indigenous marble laid in 3:1:6 (37.5 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.

Extra over item No. 14.22 and 14.28 for plains if 33 percent white cement in 6mm thick top layer is used.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

14.34Metre 4.85 -- 5.30

Metre 14.55 -- 16.00

Metre 3.25 -- 3.55

Metre 7.30 -- 8.00

Metre 4.85 -- 5.35

14.35Metre 1.15 -- 1.25

14.36

Sqm. 25.00 75.00 27.00

14.37

Sqm. 9.90 58.00 11.00

Sqm 10.00 61.00 11.00

Extra labour for projected nosing of stair case of any shape and design.

14.34(ii)

Extra labour for projected nosing in marble stone for treads including rounding and giving an ornamental shape to the nosing

14.34(iii)

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.

14.34(iv)

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.

14.34(v)

Extra labour for projected nosing in treads of steps of kotah stone slab including rounding and giving an ornamental shape to the required nosing.

Stamping or making grooves on top of steps in stair case.

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.

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.

14.37(ii)

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.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

Sqm 10.00 65.50 11.00

Sqm 10.00 69.00 11.00

14.38

Sqm. 25.00 80.00 27.00

14.39

Sqm. 25.00 86.00 27.00

14.40

Sqm. 25.00 83.00 27.00

14.41

Sqm. 25.00 90.00 27.00

14.37(iii)

Precast P.C.C. tiles conforming to I.S. 1237-1980, 25cm x 25cm 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.

14.37(iv)

Precast P.C.C. tiles conforming to I.S. 1237-1980, 30cm x 30cm x 2.50cm 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 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.

Precast terrazo tiles of 20mm minimum 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.

Precast terrazo tiles of 20mm minimum 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.

Precast terrazo tiles of 20mm minimum 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.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

14.42

Sqm. 32.00 88.00 35.00

14.43

Sqm. 32.00 86.00 35.00

14.44

Sqm. 32.00 87.00 35.00

14.45

Sqm. 32.00 86.00 35.00

14.46

Sqm. 32.00 88.00 35.00

14.47

Sqm. 30.00 203.00 33.00

14.48 Deleted

Precast terrazo tiles of 12.5mm minimum 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.

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.

Precast terrazo tiles of 12.5mm minimum 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.

Precast terrazo tiles of 12.5mm minimum 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.

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.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

(a) Tile size 15cmx15cm to 28cmx28cm. Sqm 91.10 242.30 100.20

(b) Slab size 30cmx30cm to 45cmx60cm Sqm 91.10 334.20 100.20

(c) Slab size above 45cmx60cm Sqm 91.10 468.40 100.20








14.48(i)

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 :--

14.48(ii)

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.

14.48(iii)

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 slurry mixed with pigment to match the shade of marble including rubbing and polishing.

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.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate



14.49 Deleted




(a) Tiles sizes 15cmx15cm to 28cmx28cm. Sqm 73.20 207.20 80.50

(b) Slabs sizes 30cmx30cm to 45cmx60cm Sqm 73.20 291.70 80.50

(c) Slabs sizes above 45cmx60cm Sqm 73.20 377.90 80.50

14.49(i)

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 complete in all respect.

14.49(ii)

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 laid 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.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate







14.50

Sqm 46.50 245.00 51.00

Sqm 46.70 211.80 51.40

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.

14.49(iv)

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.

14.50(ii)

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.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

Sqm 46.70 225.30 51.40

Sqm 46.70 197.70 51.40

Sqm 46.70 220.80 51.40

Sqm 46.70 225.30 51.40

14.51 Deleted

14.52 Deleted

14.53

Sqm. 160.00 944.00 176.00

14.54Sqm. 21.50 60.50 23.50

14.55

Sqm. 84.00 212.00 92.00

14.50(iii)

White glazed tiles 20cm x 20cm x 8mm 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.

14.50(iv)

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.

14.50(v)

Coloured glazed tiles 20cm x 10cm x 5mm thick on 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.

14.50(vi)

Coloured glazed tiles 20cm x 20cm x 8mm 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 including bevelled corners.

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 marble including rubbing and polishing.

Rough red stone (from Agra) 40mm thick set in cement mortar 1:5 (1 cement 5 sand)

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.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

14.56

Sqm. 38.00 175.00 42.00

14.57

Sqm. 108.00 224.00 119.00

Sqm 108.00 1103.50 118.80

Sqm 108.00 1377.00 118.80

14.58

Sqm. 79.00 119.00 87.00

14.59

Sqm. 79.00 121.00 87.00

14.60

Sqm. 25.50 296.00 28.00

14.61

Sqm. 25.50 456.00 28.00

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.

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 slurry mixed with pigment to match the shade of stone including rubbing and polishing.

14.57(ii)

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.

14.57(iii)

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.

Fine dressed red stone (from Agra) 40mm thick set in cement mortar 1:5 including pointing with cement mortar 1:3 with an admixture of pigment to match the shade of stone.

Fine dressed red stone (from Agra) 40mm thick set in cement mortar 1:3 including pointing with cement mortar 1:2 with an admixture of pigment 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 grooved flooring including fixing with screws complete.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

14.62

Sqm. 90.00 411.00 99.00

14.63

Sqm. 21.50 64.00 23.50

14.64

Sqm. 21.50 61.00 23.50

14.65

Sqm. 1.20 73.00 1.35

14.66Sqm. 7.00

14.67

Sqm. 21.50 261.00 23.50

14.68

Sqm. 21.50 225.00 23.50

14.69

(a) 40 mm wide Metre 0.90 3.05 1.00

(b) 32 mm wide Metre 0.90 2.90 1.00

(c) 25 mm wide Metre 0.90 2.60 1.00

14.70

(a) 50 mm wide Metre 0.90 4.55 1.00

(b) 40 mm wide Metre 0.90 3.35 1.00

(c) 32 mm wide Metre 0.90 3.05 1.00

(d) 25 mm wide Metre 0.90 2.75 1.00

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.

Rough red stone (from Agra) 40mm thick set in cement sand mortar 1:3 including pointing with cement mortar 1:2 with an admixture of pigment to match the shade of stone

Rough red stone (from Agra) 40mm thick set in cement sand mortar 1:5 including pointing with cement mortar 1:2 with an admixture of pigment to match the shade of stone

Providing and laying plain coloured 3.20 mm gauge linoleum covering to floors laid dry.

Add on item 14.65 if linoleum of exact size is used.

Deodar wood 40mm thick planking tongued and grooved flooring including fixing with screws complete.

Kail wood 40mm thick planking tongued and grooved flooring including fixing with screws complete.

Providing and fixing glass strips 3mm thick in floors :--

Providing and fixing glass strips 4mm thick in floors :--

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

14.71

Cum. 2.60 --- 2.85

14.72

Metre 0.70 5.85 0.80

14.73

Sqm 73.30 165.10 80.60

14.74

Sqm 82.65 182.45 90.90

14.75

Sqm 55.35 133.70 60.90

14.76

Each 35.00 734.50 38.50

14.77

Sqm 148.00 841.00 163.00

Sand filling under floors and in wells of bridge foundation including handling within 100 metres.

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.

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.

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.

Providing and fixing door floors, floors spring double action of I.S.I specifications for Aluminum doors/ steel doors.

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.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

14.78

Sqm 148.00 702.00 163.00

Note:- Rates of item No.14.77 and 14.78 are based on September, 2008.

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.

CSR-1987 [Re-print]

CHAPTER NO. 14

FLOORING AND DADOS

Notes :-

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

7

27.00

4.00

19.00

25.00

29.00

46.00

52.00

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

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

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

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

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

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

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


Through Rate

CSR-1987 [Re-print]

7


Through Rate

56.00

12.50

10.50

50.00

38.00

44.00

36.00

22.00

35.50

38.50

62.00

73.00

CSR-1987 [Re-print]

7


Through Rate

27.50

62.00

74.00

80.50

79.00

91.00

CSR-1987 [Re-print]

7


Through Rate

103.00

76.00

95.00

109.00

CSR-1987 [Re-print]

7


Through Rate

91.00

109.00

127.00

91.00

CSR-1987 [Re-print]

7


Through Rate

109.00

126.00

54.00

62.00

75.50

CSR-1987 [Re-print]

7


Through Rate

83.00

79.00

92.00

105.00

76.00

CSR-1987 [Re-print]

7


Through Rate

96.50

110.50

91.00

110.00

CSR-1987 [Re-print]

7


Through Rate

129.00

91.00

110.00

129.00

11.80

CSR-1987 [Re-print]

7


Through Rate

--

--

--

--

--

--

78.00

59.00

62.00

CSR-1987 [Re-print]

7


Through Rate

66.50

70.00

83.00

89.00

85.00

92.00

CSR-1987 [Re-print]

7


Through Rate

91.00

89.00

90.00

89.00

91.00

206.00

CSR-1987 [Re-print]

7


Through Rate

251.40

343.30

477.50

228.20

312.70

398.90

283.10

405.80

497.80

273.50

CSR-1987 [Re-print]

7


Through Rate

405.80

497.80

237.70

329.80

464.00

214.50

299.00

385.20

CSR-1987 [Re-print]

7


Through Rate

269.40

392.10

484.10

259.90

392.10

484.10

250.00

216.50

CSR-1987 [Re-print]

7


Through Rate

230.00

202.40

225.50

230.00

960.00

62.50

220.00

CSR-1987 [Re-print]

7


Through Rate

179.00

235.00

1114.30

1387.80

127.00

129.00

299.00

459.00

CSR-1987 [Re-print]

7


Through Rate

420.00

66.00

63.00

73.00

7.00

263.00

227.00

3.10

3.00

2.70

4.65

3.40

3.10

2.80

CSR-1987 [Re-print]

7


Through Rate

---

5.95

172.40

190.70

139.35

738.00

856.00

CSR-1987 [Re-print]

7


Through Rate

717.00

Rates of item No.14.77 and 14.78 are based on September, 2008.

CSR-1987 [Re-print]

CHAPTER NO. 15

PLASTERING, POINTING, WHITE WASHING AND DISTEMPERING

Notes :-

(i) Unless otherwise stated the labour rates include the rehandling of materials within 100 metres.

(ii)

(iii)

(iv) The labour rates for item no. 15.45 to 15.49 include the cost of Earth, Bhusa and Gobri etc.

(v)

(vi)

(vii)

(viii)


1 2 3 4 5 6

15.1 6mm thick cement plaster 1:2. Sqm. 5.50 10.50 6.00






15.7 12.5mm. thick cement plaster 1:2. Sqm. 5.80 16.00 6.40

15.8 12.5mm thick cement plaster 1:3. Sqm. 5.80 14.00 6.40

15.9 12.5 mm thick cement plaster 1:4. Sqm. 5.80 12.00 6.40

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.

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.

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.


Labour Rate

Through Rate

Labour Rate

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate



15.12 0.24 0.32 0.26

15.13 0.24 0.30 0.26

15.14Sqm. 8.40 23.50 9.20

15.15Sqm. 8.40 21.00 9.20

15.16 20mm thick cement plaster 1:4 in two coats work. Sqm. 8.40 18.00 9.20

15.17Sqm. 8.40 16.00 9.20

15.18 0.36 0.45 0.39

15.19 12.5mm thick lime surkhi sand plaster 1:1:1 Sqm. 5.60 11.80 6.20

15.20 12.5mm thick cement lime plaster 1:1:6 Sqm. 5.80 12.00 6.40

15.21 12.5mm thick lime surkhi plaster 1:2 Sqm. 5.60 13.00 6.20

15.22Sqm. 5.80 14.00 6.40

15.23 Sqm. 8.40 15.00 9.20

15.24Sqm. 5.70 17.50 6.20

15.25 25mm thick cement lime plaster 1:1:6 Sqm. - - 9.20

12.5mm thick raised cement mortar band/drip course in cement mortar 1:3

per metre long &

per cm. wide

12.5mm thick raised cement mortar band/drip course in cement mortar 1:4 per

metre long &

per cm. wide

20mm thick cement plaster 1:2 in two coats work.


20 mm thick cement plaster 1:5 in two coats work.

20 mm thick raised cement mortar band/drip course in cement mortar 1:4 per

metre long &

per cm. wide

12.5mm thick lime surkhi plaster 2:3 ( 2 lime and 3 surkhi)


20mm thick lime surkhi plaster 1:2 in two coats work

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

15.26 25mm thick cement plaster 1:2 in two coats work. Sqm. 8.40 29.00 9.20

15.27 Sqm. 8.40 25.00 9.20

15.28 Sqm. 8.40 21.00 9.20

15.29 Sqm. 8.40 18.50 9.20

15.30 Sqm. 8.40 17.00 9.20

Plastering on Floors

15.31 10mm thick cement plaster 1:2 Sqm. 4.80 12.50 5.30

15.32 10mm thick cement plaster 1:3Sqm. 4.80 11.00 5.30

15.33 12.5mm thick cement plaster 1:2 Sqm. 5.20 15.50 5.80

15.34 12.5 mm thick cement plaster 1:3.Sqm. 5.20 13.50 5.80

Plastering on underside of ceiling

15.35 6 mm thick cement plaster 1:3. Sqm. 6.80 11.00 7.50

15.36 6 mm thick cement plaster 1:4 Sqm. 6.80 10.00 7.50




Miscellaneous

15.40

Sqm. 0.10 0.85 0.11

15.41 Cement rendering on plaster 1mm thick. Sqm. 2.95 4.20 3.25

15.42





Extra for mixing soap solution 1 per cent for cement plastering.

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.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

(a) Vertical Sqm. 6.90 20.50 7.60

(b) Horizontal Sqm. 5.20 19.00 5.70

15.43

(a) Vertical Sqm. 7.80 25.50 8.60

(b) Horizontal Sqm. 6.10 24.00 6.70

15.44

Sqm 14.50 42.50 16.00

Sqm. 5.50 13.70 6.05

Mud Plaster on Walls

15.45

Sqm. 4.20 4.20 4.55

15.46

Sqm. 5.00 5.00 5.40

Mud Plaster on Floors and Roofs

15.47

Sqm. 3.30 3.30 3.55

15.48

Sqm. 4.05 4.05 4.30

15.49 Gobri leeping including materials. Sqm. 0.48 0.48 0.50

Pointing

15.50 Lime pointing 2:3 weathered and struck. Sqm. 7.50 9.00 8.20

15.51 Cement pointing 1:2 deep variety.Sqm. 7.50 9.70 8.20

15.52 Cement pointing 1:3 deep variety. Sqm. 7.50 9.10 8.20

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.

40mm thick cement plaster DPC 1:3 with admixure of water proofing compound @ 1 kg / bag of cement.

15.44 (ii)

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.

Mud plaster 12.5mm thick with Gobri leeping including all materials.

Mud plaster 25mm thick with Gobri leeping including all materials.

Mud plaster 12.5mm thick with Gobri leeping including all materials.

Mud plaster 25mm thick with Gobri leeping including all materials.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

15.53 Lime pointing 2:3 flush on brick walls. Sqm. 5.00 6.40 5.50

15.54 Cement pointing flush 1:2 on stone walls Sqm. 6.50 9.80 7.10

15.55 Cement pointing 1:2 (Raised) on stone walls. Sqm. 9.00 15.50 10.00

15.56 Striking joints in lime or cement on brick walls. Sqm. 4.30 4.30 4.75

15.57Sqm. 5.00 7.20 5.50

15.58 Cement pointing 1:2 flush on flat brick flooring.Sqm. 4.00 5.80 4.40

15.59

Sqm. 4.30 5.60 4.75

15.60

Sqm. 3.25 4.40 3.55

15.61 White Washing (First coat or subsequent coat). Sqm. 0.34 0.55 0.37

15.62 White Washing (Two coats). Sqm. 0.50 0.90 0.55

15.63 White Washing (Three Coats). Sqm. 0.70 1.20 0.75

15.64 Colour Washing (First coat or subsequent coat). Sqm. 0.41 0.60 0.45

15.65 Colour Washing (Two coats). Sqm. 0.55 0.95 0.60

15.66

Sqm. 2.60 3.55 2.85

15.67

Sqm. 2.70 12.50 3.00

Distempering

Cement pointing 1:2 flush on brick on edge-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

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

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

15.68

Sqm. 2.60 6.40 2.85

15.69Sqm. 1.25 2.20 1.35

15.70

Sqm. 2.05 4.00 2.25

15.71

Sqm. 2.90 8.60 3.20

15.72

Sqm. 1.35 3.10 1.50

15.73

Sqm. 2.20 5.70 2.45

15.74

Sqm. 2.10 9.50 2.30

15.75

Sqm. 1.20 3.60 1.35

Distempering with dry distemper (of approved manufacture) two coats over one priming coat on new work.

Distempering with dry distemper (of approved manufacture) one coat on old distempered work.

Distempering with dry distemper (of approved manufacture) two coats on old distempered (When shade is change).

Distempering with washable oil bound distemper (of approved manufacture) two coats over one coat Priming coat on new work.

Distempering with washable oil bound distemper (of approved manufacture) one coats on old distempered work.

Distempering with washable oil bound distemper (of approved manufacture) two coats on old distempered work.

Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on new work two coats to give an even shade.

Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on old work one coat to give an even shade.

CSR-1987 [Re-print]

CHAPTER NO. 15

PLASTERING, POINTING, WHITE WASHING AND DISTEMPERING

Notes :-

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

The labour rates for item no. 15.45 to 15.49 include the cost of Earth, Bhusa and Gobri etc.

711.00

10.00

9.30

13.50

12.50

11.00

16.50

14.50

12.50

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

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

and pointing shall be increased for white washing and colour washing Rs. 0.05 per sqm and for distempering,

every additional height of 4 metres or part

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

frisco shall not be permitted as they never give proper quality of

The rates of lime plaster and pointing in this chapter have been worked out on the basis of lime

Work against items of filling i.e. on 15.66 and 15.67 shall be got done only after written approval of

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


Through Rate

CSR-1987 [Re-print]

7


Through Rate

11.50

10.50

0.34

0.33

24.50

21.50

19.00

17.00

0.49

12.00

12.50

13.50

14.50

15.50

18.00

22.00

CSR-1987 [Re-print]

7


Through Rate

29.50

26.00

22.00

19.50

18.00

13.00

11.50

16.00

14.00

11.50

10.50

13.50

12.50

14.00

0.90

4.45

CSR-1987 [Re-print]

7


Through Rate

21.00

19.50

26.50

24.50

44.00

14.30

4.55

5.40

3.55

4.30

0.50

9.80

10.50

9.90

CSR-1987 [Re-print]

7


Through Rate

6.90

10.50

16.50

4.75

7.70

6.20

6.10

4.70

0.60

0.95

1.30

0.65

1.00

3.80

12.70

CSR-1987 [Re-print]

7


Through Rate

6.70

2.30

4.20

8.90

3.30

6.00

10.50

3.70

CSR-1987 [Re-print]

CHAPTER NO. 16

PAINTING AND VARNISHING

Notes :-

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

(ii) Deleted

(iii)

(iv)

(v)

Sr. No. Description Unit Plains Sub-Mountainous Region

Through Rate Through Rate

1 2 3 4 5 6 7 8 9

(A) Painting on Wooden surface etc.

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

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.

Labour Rate

Labour Rate

With Special quality paints

With I.S.I marked/ ordinary quality paints



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.

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.

Painting two coats excluding priming coat with readymixed paint in all shades on new wood work.

CSR-1987 [Re-print]



1 2 3 4 5 6 7 8 9

Labour Rate

Labour Rate





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) Painting on metallic surfaces etc.

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

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.

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.

Painting two coats excluding priming coat with readymixed paint for metallic surfaces in all shades on new steel or iron work.

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.

CSR-1987 [Re-print]



1 2 3 4 5 6 7 8 9

Labour Rate

Labour Rate





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

16.19Sqm. 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 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 work to give an even shade.

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 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.

Painting one coat with anticorrosive odourless black bitumastic paint in side old steel water tanks.

Painting on Plastered or concrete surfaces etc.

CSR-1987 [Re-print]



1 2 3 4 5 6 7 8 9

Labour Rate

Labour Rate





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) Miscellaneous

16.30 Burning old paint with blow lamp. Sqm. 2.00 2.50 - 2.25 2.80 -

16.31

Sqm. 1.50 2.30 - 1.65 2.45 -

16.32Sqm. 4.25 - - 4.70 -

16.33 Painting one coat with solignum. Sqm. 0.65 - 1.30 0.70 - 1.40

16.34 Painting two coat with solignum. Sqm. 0.95 - 2.20 1.05 - 2.25

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.

Floor painting one coat with floor paint in all shades on old 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.

CSR-1987 [Re-print]



1 2 3 4 5 6 7 8 9

Labour Rate

Labour Rate





16.35

Sqm. 2.45 9.10 6.00 2.70 9.30 6.20

16.36

Sqm. 1.15 4.25 2.70 1.25 4.35 2.80

16.37 Oiling wood work with raw linseed oil. Sqm. 0.32 - 1.25 0.35 - 1.25

16.38Sqm. 0.40 - 0.85 0.45 - 0.90

16.39 Painting one coat with creosote. Sqm. 0.65 - 1.10 0.70 - 1.15

16.40 Painting two coat with creosote. Sqm. 0.95 - 1.70 1.05 - 1.80

16.41 Coal tarring one coat Sqm. 0.80 - 2.70 0.90 - 2.80

16.42 Coal tarring two coats Sqm. 1.20 - 4.00 1.30 - 4.15

16.43 Bee's wax polishing on new wood work. Sqm. 4.35 - 6.60 4.80 - 7.10

16.44 Bee's wax polishing on old wood work. Sqm. 1.60 - 2.75 1.80 - 2.95

16.45

Sqm. 6.70 - 8.50 7.40 - 9.20

16.46 Spirit polishing one coat on old work. Sqm. 3.55 - 4.90 3.90 - 5.20

16.47 0.13 - 0.14 0.14 - 0.15

16.48 0.085 - 0.092 0.094 - 0.10

16.49

Sqm. 36.50 - 41.50 40.00 - 45.00

Varnishing with copal varnish one coat of sizing and two coats of varnishing on new wood work including stopping.

Varnishing with copal varnish one coat including rubbing of previous coat.

Oiling wood work with raw linseed oil and water.

Spirit polishing two coats including a coat of wood filler on new work.

Painting new letters and figures of black synthetic enamel paint to give an even shade.

cm. height

per word

Repainting letters and figures of black synthetic enamel paint to give an even shade.

cm. height

per word

Painting gauges 60 cm. wide reading to centimetre with synthetic enamel paints (Two coats work.)

CSR-1987 [Re-print]



1 2 3 4 5 6 7 8 9

Labour Rate

Labour Rate





16.50

(a) One coat work. Metre 4.35 - 5.05 4.75 - 5.50

(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

Painting sounding rods and other gauges reading to centimetre with synthetic enamel paint :-

Painting levelling staves with synthetic enamel paint :-

Painting canal gates with Khanki mixture applied hot :-

Extra over and above the rates in item No. 16.52 where scaffolding is used.

Painting distance marks with synthetic enamel paint :-

Painting 200 metre stone with synthetic enamel paint :-

CSR-1987 [Re-print]



1 2 3 4 5 6 7 8 9

Labour Rate

Labour Rate





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

(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 kilometre stone with synthetic enamel paint :-

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.

CSR-1987 [Re-print]

CHAPTER NO. 17

WOOD WORK

Notes :-

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

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

(viii)

(ix)

(x)


Labour Rate

1 2 3 4 5 6

17.1

Sqm. 2.70 -- 2.95

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) whereever 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.

Labour Rate

Through Rate

Sawing of soft wood like deodar, kail and chil etc., by hand saw including carriage to and from hand saw mills.

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

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

17.4Cum. 378.00 6858.00 415.00

17.5

Cum. 378.00 5970.00 415.00

17.6

Cum. 378.00 5060.00 415.00

17.7

Cum. 525.00 4766.00 578.00

17.8Cum. 525.00 11255.00 578.00

17.9

Cum. 525.00 8542.00 578.00

17.10

(a) 50mm thick Sqm. 18.50 337.00 20.50

(b) 45mm thick Sqm. 18.50 305.00 20.50

(c) 40mm thick Sqm. 18.50 273.00 20.50

(d) 30mm thick Sqm. 18.50 215.00 20.50

(e) 25mm thick Sqm. 18.50 179.00 20.50

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.

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

(f) 20mm thick Sqm. 18.50 142.00 20.50

(g) 12.50mm thick Sqm. 18.50 98.00 20.50

17.11

(a) 50mm thick Sqm. 18.50 292.00 20.50

(b) 45mm thick Sqm. 18.50 263.00 20.50

(c) 40mm thick Sqm. 18.50 229.00 20.50

(d) 30mm thick Sqm. 18.50 188.00 20.50

(e) 25mm thick Sqm. 18.50 156.00 20.50

(f) 20mm thick Sqm. 18.50 125.00 20.50

(g) 12.50mm thick Sqm. 18.50 87.00 20.50

17.12

(a) 50mm thick Sqm. 28.00 557.00 30.50

(b) 45mm thick Sqm. 28.00 504.00 30.50

(c) 40mm thick Sqm. 28.00 451.00 30.50

(d) 30mm thick Sqm. 28.00 346.00 30.50

(e) 25mm thick Sqm. 28.00 293.00 30.50

(f) 20mm thick Sqm. 28.00 241.00 30.50

(g) 12.50mm thick Sqm. 28.00 162.00 30.50

17.13

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.

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

(a)

(i) 40mm thick Sqm. 64.00 355.00 70.00

(ii) 35mm thick Sqm. 64.00 335.00 70.00

(iii) 30mm thick Sqm. 64.00 301.00 70.00

(b) Battened and framed

(i) 50mm thick Sqm. 55.00 387.00 60.00

(ii) 45 thick Sqm. 55.00 375.00 60.00

(c)

Sqm. 47.00 366.00 51.00

(a) Phenol Bonded Ply Panel

(i) 40mm thick Sqm 62.00 305.50 68.00

(ii) 35mm thick Sqm 62.00 295.50 68.00

(iii) 30mm thick Sqm 62.00 286.00 68.00

(a)

(i) 40mm thick Sqm 67.50 274.50 74.00

(ii) 35mm thick Sqm 67.50 262.50 74.00

Panelled, glazed or glazed and panelled.

Battened and braced shutter 50mm thick complete.

17.13 (ii)

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).

17.13 (iii)

Kiln seasoned Hollock wood doors, windows including chowkhats iron hold fasts, corner straps, hinges, screws chocks, cleats stops cords etc. complete fixed in position.

Panelled, glazed or glazed and panelled (Double leaf)

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

(iii) 30mm thick Sqm 67.50 243.00 74.00

(b)

(i) 50mm thick Sqm 58.00 277.00 64.00

(ii) 45mm thick Sqm 58.00 269.00 64.00

(c)

Sqm 51.00 263.00 56.00

(a)

(i) 40mm thick Sqm 62.00 267.00 68.00

(ii) 35mm thick Sqm 62.00 260.00 68.00

(iii) 30mm thick Sqm 62.00 253.00 68.00

17.14

(a) 35mm thick Sqm. 36.00 206.00 39.50

(b) 30mm thick Sqm. 36.00 185.00 40.00

(a) 35mm thick (Double leaf) Sqm 38.00 165.00 42.00

(b) 30mm thick (Double leaf)Sqm 38.00 150.00 42.00

Battened and framed (Single Leaf)

Battened and braced shutter 50mm thick complete (Single Leaf)

17.13(iv)

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)

Phenol Bonded B.W.P. ply panel

Wire gauge Deodar wood door shutter without springs housed in chowkat.

17.14(ii)

Wire gauge kiln Seasoned Hollock wood door shutter without springs in chowkat.

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

Note :-

(a) 30mm thick Sqm. 55.00 232.00 60.00

(b) 25mm thickSqm. 55.00 226.00 60.00

(a) 30mm thick Sqm 57.00 195.00 63.00

(b) 25mm thick Sqm 57.00 183.00 63.00

Sqm. 12.50 87.00 13.50

Sqm 13.00 75.00 14.00

Sqm. 20.50 176.00 22.50

Sqm 23.00 134.00 25.00

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.

17.15 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).

17.15(ii)

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)

17.16 Wire gauge fixed on chowkat with 25mm thick deodar wood cover moulding of full width.

17.16(ii)

Wire gauge fixed on chowkat with 25mm thick kiln seasoned Hollock wood moulding etc.

17.17 Wire gauge fixed on clerestory window including deodar wood chowkat and moulding etc.

17.17(ii)

Wire gauge fixed on clearstorey window including kiln seasoned Hollock wood chowkat and moulding etc.

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

Sqm. 12.50 94.00 13.50

Sqm 13.00 82.00 14.00

(a)Sqm. 47.00 258.00 52.00

(b) 3mm thick or 8.44Kg.per Sqm.Sqm. 47.00 272.00 52.00

(c) Sqm. 47.00 288.00 52.00

(d)

Sqm. 41.00 297.00 45.00

(a)Sqm 50.00 200.00 55.00

(b)Sqm 50.00 214.00 55.00

(c) Sqm 50.00 230.00 55.00

(d)

Sqm 44.00 244.00 48.00

(a) 3mm thick or 8.44kg.per Sqm.Sqm. 29.50 234.00 32.50

(b)Sqm. 29.50 254.00 32.50

17.18 Expanded metal fixed on chowkat with 25mm deodar wood cover moulding of full width.

17.18(ii)

Expanded metal fixed on chowkat with 25mm thick kiln seasoned Hollock wood cover moulding of full width.

17.19 Fixed glazing with deodar wood chowkat (with styles and rails) using glass.

2mm thick or 5.18Kg. Per Sqm.

4mm thick or 10.75Kg.per Sqm.

5.5mm thick plate glass (Indian)

17.19(ii)

Fixed glazing with kiln seasoned Hollock wood chowkat (with styles and rails) using glass.

2 mm thick or 5.35 kg per Sqm.

3mm thick or 8.14 kg per Sqm.

4mm thick or 10.75 kg. per Sqm.


17.20 Fixed glazing with deodar wood chowkat (without styles and rails) using glass.

4mm thick or 10.75kg.per Sqm.

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

(c)

Sqm. 24.50 278.00 27.00

(a)Sqm 32.00 188.00 35.00

(b)Sqm 32.00 207.00 35.00

(c)

Sqm 27.00 239.00 29.00

Sqm. 30.50 142.00 33.50

Sqm. 30.50 101.00 33.50

Sqm 30.50 82.00 33.50

5.5mm thick plate glass (Indian) taking area 1.2m x 1.3m = 1.56sqm

17.20(ii)

Fixed glazing with kiln seasoned Hollock wood chowkat (without styles and rails) using glass.

3mm thick or 8.44 kg per Sqm.

4mm thick or 10.75 kg. per Sqm.

5.5mm thick plate glass (Indian) takings area 1.2mx1.3m=1.56 Sqm

17.21 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).

17.21(ii)

Deodar wood cup board chowkats including iron hold fast, iron hinges, corner straps, wooden knobs, or handles fixed in position and labour only for fixing the fittings and shutter (excluding the cost of shutter and only door fittings other than specified above)

17.21(iii)

Kiln seasoned Hollock wood cup board chowkat including iron hold fasts, iron hinges, wooden knobs or handles fixed in position and labour only for fixing the fittings and shutter (excluding the cost of shutter and only door fitting other than specified above)

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

17.22

Sqm. 32.00 100.00 35.00

17.23

(a) 40mm thick Sqm. 64.00 317.00 70.00

(b) 35mm thick Sqm. 64.00 300.00 70.00

17.24

(a) 35mm thick Sqm. 36.00 165.00 39.50

(b) 30mm thick Sqm. 36.00 150.00 40.00

Note :-

17.25

(a) 35mm thick Sqm. 92.00 495.00 101.00

(b) 30mm thick Sqm. 92.00 469.00 101.00

(c) 25mm thick Sqm. 92.00 437.00 101.00

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.

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).

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

17.26

(a) 30mm thick Sqm. 55.00 281.00 61.00

(b) 25mm thick Sqm. 55.00 253.00 61.00

17.27

(a) 2mm thick or 5.18kg.per Sqm.

Sqm. 69.00 377.00 76.00

(b) 3mm thick or 8.44kg.per Sqm.

Sqm. 69.00 392.00 76.00

(c) Sqm. 69.00 408.00 76.00

(d)Sqm. 60.00 423.00 66.00

17.28

(a) 3mm thick or 8.44kg.per Sqm.

Sqm. 50.00 330.00 55.00

(b)Sqm. 50.00 351.00 55.00

(c) Sqm. 50.00 384.00 55.00

17.29

Sqm. 31.00 259.00 34.00

17.30

Sqm. 43.00 187.00 47.50

Teak wood wire guage shutter without spring.

Fixing Teak wood chowkat (with styles and rails) using glass :--



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 handles fixed in position and labour only for fixing the fittings and shutter (excluding the cost of shutter and every door fittings other than specified above)

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

17.31

Each 11.00 - 12.00

17.32

(i) for single leaf shutter Sqm. - 16.00 -

(ii) for double leaf shutter Sqm. - 24.00 -

17.33

(a) Deodar wood Metre 9.90 16.00 11.00

(b) Teak wood Metre 13.50 23.50 14.50

17.34

Each 0.43 4.25 0.48

17.35

(a)

Sqm. 5.60 78.00 6.10

(b)

Sqm. 5.60 104.00 6.10

(c)

Sqm. 6.70 151.00 7.40

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).

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.

3mm thick or 8.44 kg/ Sqm. taking 0.78 sqm. for window of size 0.9m. x 1.3m.

4mm thick or 10.78 kg/ Sqm. taking 0.78 sqm. for window of size 0.90m x 1.30m)

5.5mm thick plate glass (Indian) taking 0.78 Sqm. for window of size (0.9m x 1.3m).

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

17.36

(a)

(i) 20 mm thick Sqm. 43.00 385.00 47.50

(ii) 25 mm thick Sqm. 43.00 393.00 47.50

(iii) 30 mm thick Sqm. 43.00 401.00 47.50

(iv) 35 mm thick Sqm. 43.00 418.00 47.50

(b)

(i) 20 mm thick Sqm. 43.00 414.00 47.50

(ii) 25 mm thick Sqm. 43.00 432.00 47.50

(iii) 30 mm thick Sqm. 43.00 450.00 47.50

(iv) 35 mm thick Sqm. 43.00 462.00 47.50

(c)

(i) 20 mm thick Sqm. 43.00 478.00 47.50

(ii) 25 mm thick Sqm. 43.00 491.00 47.50

(iii) 30 mm thick Sqm. 43.00 505.00 47.50

(iv) 35 mm thick Sqm. 43.00 518.00 47.50

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.)

Commercial with elm or gurjan facing on both sides with laminated core and lipped edges :-

Decorative with elm or gurjan facing on one side teak facing or the other side edge lipped with teak, with laminated core.

Decorative with teak facing on both side edge lipped with teak, with laminated core.

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

17.37

each 0.70 0.95 0.75

17.38

(a) 20 mm thick Sqm. 17.00 137.00 19.00

(b) 12 mm thick Sqm. 17.00 90.00 19.00

17.39

(a) 20 mm thick Sqm. 17.00 123.00 19.00

(b) 12 mm thick Sqm. 17.00 80.00 19.00

17.40

(a) 40 mm thick Sqm. 28.50 453.00 31.50

(b) 25 mm thick Sqm. 28.50 295.00 31.50

(c) 20 mm thick Sqm. 28.50 242.00 31.50

(d) 12 mm thick Sqm. 28.50 158.00 31.50

17.41

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)

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)

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

(a)

Sqm. 12.00 135.00 13.00

(b)

Sqm. 12.00 153.00 13.00

(c)

Sqm. 12.00 165.00 13.00

(d)

Sqm. 12.00 184.00 13.00

(e)Sqm. 12.00 70.00 13.00

(f)Sqm. 12.00 87.00 13.00

(g)

Sqm. 12.00 93.00 13.00

17.42

(a) 50 mm x 12 mm Metre 2.30 7.00 2.50

17.43

(a) 50 mm x 12 mm Metre 3.10 6.60 3.40

(b) 40mm x 12mm Metre 3.10 6.10 3.40

17.44

(a) 50 mm x 12 mm Metre 3.10 10.50 3.40

4mm thick 3 ply decorative ply wood with teak faced on one side.

6mm thick decorative ply wood teak faced on one side.



4mm thick 3 ply commercial ply wood.

9mm thick commercial ply wood.

12mm thick commercial ply wood.

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.

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

(b) 40mm x 12mm Metre 3.10 9.10 3.40

17.45


(b) Kail wood Metre 5.80 28.00 6.40

(c)

Metre 5.80 23.50 6.40

(d) Teak wood Metre 6.90 49.50 7.60

17.46


(b) Kail wood Metre 6.80 33.00 7.50

(c) Commercial hard wood Metre 6.80 28.00 7.50

(d) Teak wood Metre 8.20 57.50 9.00

17.47

Metre - 7.80 -

17.48

Sqm. 5.10 41.00 5.60

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.

Commercial hard wood such as Hollock, Champ, Chikrassy and Chaplashek

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).

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

17.49

Sqm. 6.80 125.00 7.50

17.50

(a) Brass helical spring Each 3.75 40.45 4.10

(b) Iron helical spring Each 3.75 11.90 4.10

17.51

(a) 100mm Each 3.75 22.00 4.10

(b) 125mm Each 3.75 29.70 4.10

(c) 150mm Each 3.75 33.60 4.10

17.52

(a)

Each 8.50 241.00 9.40

(b)

Each 8.50 257.00 9.40

(c)

Each 8.50 307.00 9.40

17.53

Sqm. 11.50 196.00 12.50

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.

Providing and fixing hydraulic door closer I.S.I mark with necessary screws etc. complete.

I.S.I Designation No. 1 (size of door up to700mm)

I.S.I Designation No. II (size of door 701mm to 850mm)

I.S.I Designation No. III (size of door 851mm to 1000mm)

Providing and fixing 0.50mm thick aluminium sheet including cost of necessary fitting i.e. brass nails & screws etc, complete.

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

17.54

(i) For fixed portion Kg. 9.08 235.36 9.99

(ii)

Kg. 11.36 251.64 12.49

17.55

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).

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.

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.

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5 6

Labour Rate

Through Rate

(i)

Sqm. 52.38 815.33 57.61

(ii)

Sqm. 52.38 849.98 57.61

17.56

(i)Sqm. 101.22 705.17 111.35

(ii)Sqm. 101.22 578.12 111.35

17.57

Each 63.89 1653.32 70.28

Note :- Rates of item No. 17.54, 17.55, 17.56 & 17.57 are based on September 2008.

Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.

Pre-laminated particle board with decorative lamination on both sides.

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).

With float glass panes of 5.5 mm thickness.

With float glass panes of 4 mm thickness.

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.

CSR-1987 [Re-print]

CHAPTER NO. 17

WOOD WORK

Notes :-

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


7

--

Unless otherwise stated, the labour and through rates include all wastage of timber in sawing and

Through rates for items requiring use of wire gauge include the cost 140G gauge galvanised wire

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

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

Ther rates for item No. 17.13,17.14,17.21, 17.23 exclude the cost of sliding bolts, Tower bolts,

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

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

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

Through Rate

CSR-1987 [Re-print]


7

Through Rate

--

--

--

--

6896.00

6008.00

5098.00

4819.00

11307.00

8593.00

339.00

307.00

275.00

217.00

181.00

CSR-1987 [Re-print]


7

Through Rate

144.00

100.00

294.00

265.00

231.00

189.00

158.00

127.00

89.00

560.00

507.00

453.00

349.00

296.00

243.00

163.00

CSR-1987 [Re-print]


7

Through Rate

361.00

341.00

307.00

393.00

381.00

371.00

311.50

301.50

292.00

281.00

269.00

CSR-1987 [Re-print]


7

Through Rate

250.00

283.00

275.00

263.50

273.00

266.00

259.00

209.00

189.00

169.00

154.00

CSR-1987 [Re-print]


7

Through Rate

238.00

232.00

201.00

199.00

88.00

76.00

178.00

136.00

CSR-1987 [Re-print]


7

Through Rate

95.00

83.00

263.00

276.00

293.00

301.00

205.00

219.00

235.00

248.00

237.00

257.00

CSR-1987 [Re-print]


7

Through Rate

281.00

191.00

210.00

241.00

145.00

104.00

85.00

CSR-1987 [Re-print]


7

Through Rate

104.00

323.00

306.00

169.00

154.00

504.00

478.00

446.00

CSR-1987 [Re-print]


7

Through Rate

286.00

258.00

384.00

399.00

415.00

429.00

335.00

356.00

389.00

263.00

191.00

CSR-1987 [Re-print]


7

Through Rate

-

-

-

17.00

25.00

4.30

79.00

104.00

152.00

CSR-1987 [Re-print]


7

Through Rate

389.00

397.00

405.00

423.00

419.00

436.00

454.00

466.00

483.00

496.00

509.00

523.00

CSR-1987 [Re-print]


7

Through Rate

1.00

138.00

92.00

125.00

82.00

456.00

298.00

245.00

161.00

CSR-1987 [Re-print]


7

Through Rate

136.00

155.00

167.00

185.00

71.00

88.00

94.00

7.30

6.90

6.40

11.00

CSR-1987 [Re-print]


7

Through Rate

9.40

32.50

28.50

24.00

49.50

37.50

33.50

28.50

58.50

7.80

41.50

CSR-1987 [Re-print]


7

Through Rate

125.00

40.80

12.25

22.35

30.05

33.95

242.00

258.00

308.00

197.00

CSR-1987 [Re-print]


7

Through Rate

236.27

252.78

CSR-1987 [Re-print]


7

Through Rate

820.57

855.22

715.30

588.25

1659.71

Rates of item No. 17.54, 17.55, 17.56 & 17.57 are based on September 2008.

CSR-1987 [Re-print]

CHAPTER NO. 18

STEEL AND IRON WORK

Notes :-

(i) The rates in this chapter are for both rivetted as well as welded work.

(ii)

(iii) The cost of all rivets, bolts and nuts is included in the through rates.

(iv)

(v)

(vi) Deleted

(vii) Rates for steel boundary gates shall be the same as for the steel roof trusses.

(viii) Unless otherwise stated, the labour rates include handling of materials with in 100 metres.


1 2 3 4 5 6

18.1

(a) R.S. Joists Qtl. 51.50 595.00 56.50

(b) Flats Qtl. 54.00 610.00 59.00

(c) Tees, angles and channels. Qtl. 63.00 614.00 69.00

18.2

Qtl. 70.00 621.00 77.00

18.3

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.

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.


Labour Rate

Through Rate

Labour Rate

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 :-

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

(a)

Qtl. 244.00 806.00 269.00

(b)

Qtl. 301.00 863.00 331.00

18.4

Qtl. 301.00 863.00 331.00

18.5

Qtl. 330.00 891.00 363.00

18.6

Qtl. 79.00 629.00 87.00

18.7

Qtl. 133.00 683.00 146.00

18.8

Sqm. 75.00 303.00 83.00

For roof trusses, well curbs, plates and trussed girders, etc. of any span for buildings and bridges upto 15 metres span.

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.

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.

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.

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.

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.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

18.9

Sqm. 95.00 390.00 104.00

18.10 (a)

Sqm. 7.30 240.00 8.00

(b)

Sqm. - 134.00 -

18.11

Sqm. - 56.00 -

Note :- Payment to be made, for area of clear opening.

18.12

Sqm. 8.50 228.50 9.40

18.13

Each 7.00 22.00 7.70

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.

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).

Providing & fixing ball bearing, for push and pull type rolling shutters, from 9.20 to 12 sqm. area.

Extra for providing mechanical device, chain and crank operation, for operating rolling shutters, exceeding 11.20 Sqm. In area, of the rolling shutter.

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.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

18.14

Each 2.50 9.25 2.70

18.15

Kg 1.40 6.70 1.55

18.16 Bolts and nuts of all sizes and length required.Kg - 14.00 -

18.17

(i) 20mm dia bars and below Qtl. 54.00 598.00 59.00

(ii) above 20mm dia bars Qtl. 48.00 592.00 53.00

18.18

Qtl. 49.00 684.00 54.00

18.19 Deleted

(a) Upto One Sqm Area Per Kg. 2.50 10.90 2.70

(b) Above One Sqm Area Per Kg. 2.20 10.40 2.40

18.20 Deleted

Providing and fixing 16mm dia metre fan hooks 80 cm long, of required shape and size.

Providing and fixing M.S round, or square bars at required spacing in wooden frames of window and clerestory windows.

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.

18.19(i)

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

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

Per Kg. 2.50 10.40 2.80

18.21

Sqm. 10.00 - 11.00

18.22

Sqm. 13.50 - 14.50

18.23 Deleted

(a)

Mtr. 13.00 48.00 14.50

(b)

Mtr. 13.00 47.50 14.50

(c)

Mtr. 13.50 56.50 15.00

(d)

Mtr. 13.50 56.00 15.00

18.20(i)

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.

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.

18.23 (i)

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.

Doors and windows frame of size 118mm x 60mm with 40 mm wide single rebate.


Doors and windows frame of size 161mm x 60mm with 40 mm wide double rebate.


CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

(a)

Mtr. 10.50 41.00 11.50

(b)

Mtr. 10.50 40.50 11.50

(c)

Mtr. 10.50 49.00 11.50

(d)

Mtr. 10.50 48.50 11.50

Note :- (i)

(ii)

Sectional size of steel chowkats. Weight per metre

13.43 kg.

18.23 (ii)

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.





The centre mullion in any door and window frame will be counted and paid 1½ time of outer section, for its clear length.

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 chacked and the actual weight shall not vary more than 5% from the theoratical calculated weight.

Sr. No.

118mm x 60mm with 40mm wide single rebate

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

23.38 kg.

34.05 kg.

43.95 kg.

(a)Sqm. 5.60 98.00 6.20

(b)Sqm. 5.60 121.00 6.20

18.25

Sqm. 28.00 80.00 31.00

18.26Cm - 0.40 -

18.27

(a) For single rebate.Sqm. 14.30 78.00 15.70

(b) For double rebate.Sqm. 84.00 220.00 92.00

113mm x 60mm with 35mm wide single rebate.

161mm x 60mm with 40mm wide double rebate.

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 Supplying and fixing glass panes including special metal sash putty of approved make.

Glass panes 3mm thick upto 0.40 sqm. area

Glass panes 4mm thick, exceeding o.40 sqm. area.

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.

Welding by gas or by electric plant, including carriage to and from workshop.

Providing and fixing M.S. angle iron 40mm x 6mm chowkat including iron holds fasts, butt hinges fixed in position, finished with red lead non setting primer complete in all respect.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

18.28

Metre 16.60 92.00 18.30

18.29

Sqm 10.45 76.20 11.50

18.30

Each 2.00 5.35 2.20

18.31

Each 35.00 734.50 38.50

18.32

6.30 23.60 6.90

18.33

Qtl. 1.00 1.00 1.10

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 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

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. Per

Block

Extra for work done in each subsequent storey above the first storey for item No.18.17 and 18.18

CSR-1987 [Re-print]

CHAPTER NO. 18

STEEL AND IRON WORK

Notes :-

The rates in this chapter are for both rivetted as well as welded work.

The cost of all rivets, bolts and nuts is included in the through rates.

Deleted

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.

7

600.00

616.00

620.00

628.00

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

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

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.


Through Rate

CSR-1987 [Re-print]

7


Through Rate

830.00

893.00

893.00

924.00

637.00

696.00

311.00

CSR-1987 [Re-print]

7


Through Rate

399.00

241.00

134.00

56.00

229.40

23.00

CSR-1987 [Re-print]

7


Through Rate

9.50

6.80

14.00

603.00

596.00

689.00

11.10

10.60

CSR-1987 [Re-print]

7


Through Rate

10.70

-

-

49.50

49.00

58.00

57.50

CSR-1987 [Re-print]

7


Through Rate

42.00

41.50

50.00

49.50

CSR-1987 [Re-print]

7


Through Rate

98.00

121.00

83.00

0.40

79.00

229.00

CSR-1987 [Re-print]

7


Through Rate

94.00

77.25

5.55

738.00

24.20

1.10

CSR1987 [Re-print]

CHAPTER NO. 19

LINING

Notes :-

(i) Labour rates for lining items include handling of materials with in 100 metres.

(ii)

(iii)

(iv)

(a)

(b)


1 2 3 4 5 6

19.1Sqm. 0.60 0.60 0.60

19.2Sqm. 0.95 0.95 0.95

19.3

(a) Up to 40 per cent Sqm. 0.90 0.90 0.90

(b) Above 40 per cent Sqm. 1.15 1.15 1.15

19.4

(a) Up to 40 per cent Sqm. 1.15 1.15 1.15

(b) Above 40 per cent Sqm. 1.50 1.50 1.50

19.5

Sqm. 1.70 1.70 1.70

19.6

Sqm. 1.95 1.95 1.95

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.

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 :-

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.

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.


Labour Rate

Through Rate

Labour Rate

Dressing bed and preparation of sub grade for lining.

Dressing side slopes and preparation of sub grade for lining.

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.

CSR1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

19.7

(i)Sqm. - - -

(ii)

Sqm. - - -

(iii)- - -

(iv)

- - -

(I) In bed Sqm. 8.30 58.00 8.30

(II) On side slopes:-

(a)Sqm. 10.00 60.00 10.00

(b)Sqm. 11.00 61.00 11.00

(c) Sqm. 11.50 61.00 11.50

Note :- The height is to be measured vertically.

19.8

(i)Sqm. 6.70 36.50 6.70

(ii)

Sqm. 6.70 36.50 6.70

(iii)Sqm. 6.70 36.50 6.70

19.9

(a) hand mixed concrete lining in bed. Cum. 46.50 358.00 51.00

Double layers tile lining for irrigation channals consisting of :-

10mm thick cement mortar 1:5 on sub-grade.

First layer of 5.08 cm. thick tiles 30.48 x 15.24 cm laid in 1:5 cement mortar as mentioned above.

Sand-wiched plaster 1:3 cement sand mortar 16mm thick.

Second layer of tile 5.08 cm thick laid in 1:3 cement mortar with 6mm thick layer of mortar over sand-wiched plaster :-

Upto 3.5 metres height above bed level.

Above 3.5 metres but upto 5.5 metres height

Above 5.5 metres but upto 7.5 metres height

Single layer tile lining in bed only consisting of :-

10mm thick cement mortar 1:5 on sub-grade

Single layer of 5.08 cm thick tiles 30.48 x 15.24x5.08cm. laid in 1:5 cement mortar mentioned above.

20mm thick cement plaster 1:3 properly rendered and finished.

Cement concrete lining 15cm. thick or less for irrigation channels, using cement concrete 1:3:6 :-

CSR1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

(b)Cum. 50.00 362.00 55.00

(c)

Cum. 57.00 368.00 62.00

(d)

Cum. 63.00 375.00 68.00

19.10Cum. 54.50 54.50 54.50

19.11Metre 1.80 1.80 1.80

19.12

Sqm. 0.23 4.20 0.23

19.13 Curing lining for 28 days :-

(a) In bed Sqm. 0.35 0.60 0.35

(b) On side slopes. Sqm. 1.25 1.90 1.25

19.14

0.08 0.55 0.08

19.15

(a) In bed Cum. 6.90 16.00 6.90

(b) On side slopes. Cum. 8.30 17.50 8.30

19.16sq m 0.06 1.00 0.07

Note :-

19.17

0.09 0.36 0.09

19.18Each 3.80 44.50 4.20

hand mixed concrete lining on side slopes for vertical height up to 3.5m.

hand mixed concrete lining on side slopes for vertical height above 3.5m but upto 5.5m.

hand mixed concrete lining on side slopes for vertical height above 5.5m but upto 7.5m.

Excavating conglomerate for drains and bed sleepers under the lining.

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.

Extra allowance for providing templates in curved portion of lining.

sq m of curved surface

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.

Filling expansion joints with special impervious hot pour 12.5mm wide.

Per mtr. per cm. depth.

Bending and fixing iron rungs on lined slopes.

CSR1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

19.19

Metre 0.70 6.70 0.70

Note :-

19.20Metre 0.39 - 0.39

19.21 Cum.

-

Note :-

19.22

(a) In bed Sqm. 2.65 4.05 2.65


Note :-

19.23

(a) 0 to 1.5 metre depth Cum. 7.50 7.50 7.50

(b)Cum. 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.

Dismantling perforated french drain on top of lining.

Collecting kattals and brick bats from bed including stacking of collected material out side the canal.

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.

In item No. 19.21, lift shall be converted into horizontal lead as laid down in note (i) of chapter No. 6.

Cement pointing 1:2 on tile lining.

The work of item No. 19.22 is to be done and paid for only when specially permitted by the Superintending Engineer.

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-

depth exceeding 1.5 metres but upto 3.0 metres.

CSR1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

(c) Cum. 8.70 8.70 8.70

(d)Cum. 9.70 9.70 9.70

(e)Cum. 10.50 10.50 10.50

Note :- (i)

(ii)

19.24

(a) In bed Sqm. 13.50 63.00 13.50


19.25

(a) In bed Sqm. 8.60 41.50 9.40


19.26

(a)

- - -

(b)

- - -

(c) Sqm. 14.00 14.00 15.00




The height in item No. 19.23 is to be measured vertically.

The rates for lip cutting are payable for the entire depth including the bottom curve.

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. complete in all respect.

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 :-

First layer 12.5mm thick cement plaster 1:5 on sub grade and finished.

Second layer of 10mm thick cement plaster 1:3 properly rendered and finished.

75mm thick bricks laid in 1:3 cement sand mortar over second layer.

CSR1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

19.27 (a)

Sqm. 10.50 10.50 11.50

(b)

Sqm. 14.50 14.50 16.00

19.28

Sqm. 4.75 5.50 4.75

Note:-

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

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.

Raking, cleaning and filling of Hollow joints in cement sand mortar 1:3 on side slopes of tile lined channels.

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%.

CSR1987 [Re-print]

CHAPTER NO. 19

LINING

Notes :-

Labour rates for lining items include handling of materials with in 100 metres.

7

0.60

0.95

0.90

1.15

1.15

1.50

1.70

1.95

The cost of water is not included in the following rates except items 19.24 and 19.25 and the water

for item Nos. 19.1 to 19.6 include the cost of fine dressing to exact level, watering and to be paid extra at the rates for lip cutting.

machine-mixed concrete, rates shall be amended as follows :-

If the machanical mixer is employed departmentally at Government expense, the labour as

In case the mechanical mixer is employed at the contractor's expense, the labour as well as


Through Rate

CSR1987 [Re-print]

7


Through Rate

-

-

-

-

-

58.00

60.00

61.00

61.00

36.50

36.50

36.50

362.00

CSR1987 [Re-print]

7


Through Rate

366.00

373.00

379.00

54.50

1.80

4.20

0.60

1.90

0.55

16.00

17.50

1.05

0.36

45.00

CSR1987 [Re-print]

7


Through Rate

6.70

-

-

4.05

4.45

7.50

8.00

CSR1987 [Re-print]

7


Through Rate

8.70

9.70

10.50

63.00

68.00

42.50

46.00

-

-

15.00

CSR1987 [Re-print]

7


Through Rate

11.50

16.00

5.50

CSR-1987 [Re-print]

CHAPTER NO. 20

OUT LETS

Notes :-

(i)

(ii)


1 2 3 4 5 6

20.1 Earth work for outlets :-

(a)

(i)Job 27.00 - 27.00

(ii)Job 43.00 - 43.00

(iii)Job 67.00 - 67.00

(iv)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 1.10mJob 107.00 - 107.00

(c)

(i) With 'H' upto 0.5m Job 7.80 - 7.80


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.


Labour Rate

Through Rate

Labour Rate

Earth work for dismantling or construction of new pipe or barrel type out lets (including excavation refilling, consolidation and dressing) :-

Channel discharge upto 1.5 cum. Per second.

Channel discharge exceeding 1.5 cum./s. but upto 3 cum./s.

Channel discharge exceeding 3 cum./s. but upto 6 cum./s.

Channel discharge exceeding 6 cum./s. but upto10 cum./s.

Channels with discharge over 10 cum/s are classified as branches and therefore their payments should be made based on actual measurements.

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 :--

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate


(d)

(i) With 'H' upto 0.5m Job 78.00 - 78.00



Note :- (i)

(ii)

(iii)

20.2

(a) Pipe or barrel type outlets.

(i) Channel discharge upto 1.5 Cum./s Each 24.50 - 24.50

(ii)Each 32.50 - 32.50

(iii)Each 36.50 - 36.50

(iv)Each 39.00 - 39.00

(b)

(i) With 'H' upto 0.5m Job 136.00 - 136.00

Earth work involved in constructing new O.F., A.P.M. or O.S.M. type out lets :--

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.

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.

The job rates given above include all operations for excavation, refilling and watering in layers, consolidation and dressing.

Dismantling outlests including removal of dismentled material involving lead upto 100 metres.

Channel discharge above 1.5 Cum./s but upto 3 Cum./s

Channel discharge above 3 Cum./s but upto 6 Cum./s

Channel discharge above 6 Cum./s but upto 10 Cum./s

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.

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate



©

(i) With 'H' upto 0.5m Job 97.00 - 97.00



(d) Dismantling tail cluster bifurcation :--

(i)Job 233.00 - 233.00

(ii) Cement masonry only. Job 170.00 - 170.00

(e) Dismantling tail cluster bifurcation :--

(i)Job 326.00 - 326.00


(f) Dismantling tail cluster quardrifurcation :-

(i)Job 423.00 - 423.00


20.3

(a)

Job 20.50 41.00 20.50

(b)

(i) With 'H' upto 0.5m Job 27.00 82.00 27.00

Dismantling O.F., A.P.M. or O.S.M. type outlets involving dismentling cement masonry and removing of precast R.C. Slab :--

Complete dismantling including concrete and masonry.

Complete dismantling concrete and masonry.

Complete dismantling concrete as well as masonry.

Making temporary A.P.M. block and fixing at site :--

In case of new out lets where no dismantling and reconstructing of gullet walls is involved.

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'

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

(ii) With 'H' more than 0.5m but upto 0.9m Job 42.00 136.00 42.00

(iii) With 'H' more than 0.9m but upto 1.10mJob 58.00 179.00 58.00

(c)

(i) H' upto 0.5m Job 38.00 126.00 38.00

(ii) H' more than 0.5m but upto 0.9m Job 68.00 241.00 68.00

(iii) H' more than 0.9m but upto 1.10m Job 100.00 352.00 100.00

20.4

(a)

Job 8.00 - 8.00

(b)

Job

(c)

Job

20.5

(a)

Job 8.00 - 8.00

(b)

Job

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

Adjusting A.P.M to the correct 'Y' and fixing in position.

In case of new outlets where no dismantling and reconstructing of gullet walls is involved.

Extra over item No. 20.4 (a) in case of outlets where dismantling and reconstructing of gullet walls is involved without change in width of gullet i.e., 'B' of the outlet

Same rate as per item no. 20.3 (b)


Extra over item No. 20.4 (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

Same rate as per item no. 20.3 (c)


Adjusting check plates of open flume outlet to correct 'B' and fixing at site flush with the gullet walls :--

In case of new outlets where no dismantling and reconstructing of gullet walls is involved.

Extra over item No. 20.5 (a) in case of old outlets where dismantling and reconstructing of gullet walls is involved without change in width of gullet walls i.e., 'B' of the outlet



CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

(c)

(i) H' upto 0.5m Job 43.00 137.00 43.00

(ii) H' more than 0.5m but upto 0.9m Job 85.00 296.00 85.00

(iii) H' more than 0.9m but upto 1.10m Job 120.00 432.00 120.00

Note :- (i)

(ii)

20.6

(a) H' upto 0.5m Job 22.50 29.50 22.50

(b) H' more than 0.5m but upto 0.9m Job 34.00 44.00 34.00

(c) H' more than 0.9m but upto 1.10m Job 45.50 58.00 45.50

20.7

(a) H' upto 0.5m Job 17.00 23.50 17.00

(b) H' more than 0.5m but upto 0.9m Job 22.50 32.50 22.50

(c) H' more than 0.9m but upto 1.10m Job 34.00 47.00 34.00

20.8

(a)

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

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.

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.

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 :--

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.

Constructing, watching and removing bund in running water for out lets :--

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 :--

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

(i)Job 55.00 115.00 60.00

(ii)Job 97.00 212.00 106.00

(iii)Job 159.00 348.00 175.00

(b)

(i)Job 111.00 255.00 111.00

(ii)Job 155.00 353.00 155.00

(iii)Job 248.00 584.00 248.00

(c)

(i)Job 55.00 115.00 55.00

(ii)Job 64.00 146.00 64.00

(iii)Job 95.00 200.00 95.00

20.923.00 64.00 23.00

20.10

(i) H' upto 0.5m48.00 - 48.00

(ii) H' more than 0.5m but upto 0.9m96.00 - 96.00

(iii) H' more than 0.9m but upto 1.10m152.00 - 152.00

20.1122.50 27.50 25.00

For channels with designed F.S. depth up to 0.5m

For channels with designed F.S. depth above 0.5m but upto 0.9m


For constructing complete O.F. or A.P.M. type outlets in running water :--




For dismentling or constructing pipe outlets :--




Adjusting 'B' of tail cluster by dismantling and rebuilding throat walls.

Per outlet

Extra labour for dressing bricks on O.F. and A.P.M. type outlets :-

Per outlet

Per outlet

Per outlet

Repairing damaged reducing collar of hume pipe outlets.

Per outlet

CSR-1987 [Re-print]


1 2 3 4 5 6


Labour Rate

Through Rate

Labour Rate

20.12Metre 2.60 - 2.85

20.13

(a) upto 150 mm inside diameter. Metre 2.65 3.80 2.90

(b)Metre 6.20 8.50 6.80

(c) Metre 15.50 22.00 17.00

(d)Metre 31.00 42.00 34.00

Note :-

20.14

16.00 - 17.50

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 :--

above 150 mm but upto 300 mm inside dia.



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.

Per outlet or culvert

CSR-1987 [Re-print]

CHAPTER NO. 20

OUT LETS

Notes :-

7

-

-

-

-

-

-

-

-

-

The term "discharge" wherever used in this Chapter means designed full supply discharge of the


Through Rate

CSR-1987 [Re-print]

7


Through Rate

-

-

-

-

-

-

-

-

-

CSR-1987 [Re-print]

7


Through Rate

-

-

-

-

-

-

-

-

-

-

-

41.00

82.00

CSR-1987 [Re-print]

7


Through Rate

136.00

179.00

126.00

241.00

352.00

-




CSR-1987 [Re-print]

7


Through Rate

137.00

296.00

432.00

29.50

44.00

58.00

23.50

32.50

47.00

CSR-1987 [Re-print]

7


Through Rate

120.00

222.00

364.00

255.00

353.00

584.00

115.00

146.00

200.00

64.00

-

-

-

30.00

CSR-1987 [Re-print]

7


Through Rate

-

4.05

9.10

23.50

45.00

-

CSR-1987 [Re-print]

CHAPTER NO. 21

PILE DRIVING

Notes :-


1 2 3 4

21.1 Loading or unloading steel sheet piles from Trucks. Tonne 5.90

21.2Qtl. 14.50

21.3 Cutting universal pipes by hack saw. Qtl. 20.50

21.4 Drilling holes in steel sheet piles by ratchet. Each 1.10

21.5 Drilling sheet piles :--

(a) 4.5 metres and under 6.50

(b) exceeding 4.5 metres but upto 7.5 metres. 8.90

(c) exceeding 7.5 metres but upto 9 metres. 9.40

21.6

Each 5.20

21.7 Erecting piling machine Each 1180.00

21.8 Dismantling piling machine Each 1180.00

21.9 Raising and lowering piling machine Metre 384.00

21.10 Carriage of piling machine under difficult conditions Metre 3.90

21.11 Turning Machine :--

(a) Job 118.00

(b) Job 142.00

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.

Labour Rate

Cutting, Ransome, or Larson steel piles by hack saw.

sqm of effective

area

sqm of effective

area

sqm of effective

area

Setting up steel sheet piles in place ready for drilling and fixing dolly.

90O

135O

CSR-1987 [Re-print]


1 2 3 4

Labour Rate

(c) Job 177.00

21.12 Travelling machine light 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

180O

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 :--

CSR-1987 [Re-print]

CHAPTER NO. 21

PILE DRIVING

Notes :-

Remarks

5

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.

To be done by hand, crane or ramps

including cost of rope.

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.

CSR-1987 [Re-print]

Remarks

5

CSR-1987 [Re-print]

CHAPTER NO. 22

WELL SINKING

Notes :-

(i)

(ii)

(iii)

(iv)

(v)


1 2 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

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 plains

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 :--

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 :--

CSR-1987 [Re-print]


1 2 3 4

Rates in plains

(b)100 cum 4759.00

(c)100 cum 6806.00

(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)100 cum 5433.00

(c)100 cum 7503.00

(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)100 cum 9334.00

(c)100 cum 10854.00

(d)100 cum 16916.00

(e)100 cum 20837.00

(f)100 cum 26022.00

(g)100 cum 31098.00

Exceeding 7.5 metres but up to 10.5 metres, below ground level.


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) :-

Exceeding 1.5 metres, but up to 3 metres below spring level.


Exceeding 6 metres, but up to 9 metres below spring level.




CSR-1987 [Re-print]


1 2 3 4

Rates in plains

22.7


(b)100 cum 12458.00

(c)100 cum 13580.00

(d)100 cum 22149.00

(e)100 cum 31506.00

(f)100 cum 39983.00

(g)100 cum 47408.00

22.8


(b)100 cum 15576.00

(c)100 cum 18493.00

(d)100 cum 26441.00

(e)100 cum 36153.00

(f)100 cum 43676.00

(g)100 cum 52117.00

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) :-







Wet sinking of wells in soil containing admixture of 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) :-







CSR-1987 [Re-print]


1 2 3 4

Rates in plains

22.9


(b)100 cum 18122.00

(c)100 cum 22760.00

(d)100 cum 31348.00

(e)100 cum 41197.00

(f)100 cum 49394.00

(g)100 cum 58348.00

22.10


(b)100 cum 21405.00

(c)100 cum 25378.00

(d)100 cum 36256.00

(e)100 cum 44240.00

(f)100 cum 52581.00

(g)100 cum 63054.00

Wet sinking of wells in soil containing admixture of 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 :-







Wet sinking of wells in soil containing admixture of kankar/shingle or and clay 100 percent :-







CSR-1987 [Re-print]


1 2 3 4

Rates in plains

22.11 223.00

22.12

(a) From spring level to 3 metres below spring level. 100 cum --

(b)100 cum --

(c)100 cum --

(d)100 cum --

(e)100 cum --

(f)100 cum --

Cleaning of silt from wells with bed level upto 15 metres below ground level including bailing out water and dredging.

Per cum of the volume

cleared inside the

well

For Sub Mountainous Areas onlyWell sinking in general including all pumping shoring etc.






CSR-1987 [Re-print]

CHAPTER NO. 22

WELL SINKING

5

684.00

834.00

1048.00

1369.00

---

14.50

---

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

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

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

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

CSR-1987 [Re-print]

5


Area

---

---

---

---

---

---

---

--

--

--

--

--

--

--

CSR-1987 [Re-print]

5


Area

--

--

--

--

--

--

--

--

--

--

--

--

--

--

CSR-1987 [Re-print]

5


Area

--

23344.00

28035.00

33734.00

36845.00

40384.00

48282.00

CSR-1987 [Re-print]

CHAPTER NO. 23

RIVER AND CANAL PROTECTION WORKS


Labour Rate

1 2 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

Rate for "Plains "as well as "Sub-Mountainous

Region"

Through Rate

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. :--

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5


Region"

Through Rate


(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 :-

23.6Each 22.00 --

23.7 Launching the above and placing in position. Each 15.50 --

23.8

Sqm. 20.00 --

Note :-

23.9

(a) 3rd K.M.

--

4.00

(b) Subsequent K.M. per K.M.

--

2.50

23.10 Pilchi, farash or sarkanda pitching one metre depth.

--

23.11 Pilchi revetment including carriage upto 2 K.M. Sqm. 9.50 --

23.12 Surface protection with pilchi mattress lead upto 2.K.M Sqm. 6.50 --

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, 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.

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)

sq m of pitching surface



80 percent of rate of item No.

23.8 & 23.9

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5


Region"

Through Rate

23.13 Weaving mattresses of pilchi 30cm. thick. Sqm. 4.35 --

23.14

(a) Sqm. 1.80 --

(b)Sqm. 2.45 --

(c) area of mattress above 250 sqm. Sqm. 2.60 --

23.15 Laying kahi mattress lead upto 2 K.M. Sqm. 5.80 --

23.16 Special kahi revetment double lead upto 2 K.M. 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 Stacking and bushing with canal plantation within 1.0K.m.

(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)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 --

(iii)0.26 --

Rolling pilchi mattress to river edge and floating after unrolling :-

area of mattress upto 200 Sqm.

area of mattress exceeding 200 Sqm. but upto 250 sqm.

Gachi pitching with average thickness of 30cm (joints to be broken)

Gachi pitching (done with silt clearance and berm dressing) with thickness of 30cm. (joints to be broken)

Fixing floating spurs in channels with material from canal plantation with in 2 K.M. :--

Wattling brush wood between stakes and intertwinning.

Metre of one row.


Metre of one row.

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5


Region"

Through Rate

(c)(i) Pegs 1.5m. long 7.5 cm. dia. sharpened at one end.100 Nos 23.00 --

(ii) Driving pegs 1.5m. long 7.5 cm. dia. 100 Nos 14.00 --

(iii)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)0.43 --

23.21 Filling brush wood only. cum 1.55 --

23.22100 Nos 23.00 --

23.23100 Nos 26.00 --

23.24 Carriage of sand filled in bags by boats :--

(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 Unloading from boats, bags filled with sand and :--

(a) Placing in dry. 100 Nos 24.50 --

(b) Placing in water. 100 Nos 48.50 --

23.26100 Nos 46.00 --

23.27100 Nos 75.00 --

23.28 Sewing empty cement bags in to sheets. 100 Nos 16.50 --

23.29

Sqm. 3.65 --

23.30 Filling brick bats in crates and hand packing. Cum. 4.55 --


Metre of one row.


Metre of one row.

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.

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.

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.

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5


Region"

Through Rate

23.31 Filling bricks in crates and hand packing. Cum. 8.60 --

23.32 Filling stones or spalls into crates and hand packing. Cum. 12.00 --

23.33 Tipping wire crates including equipment. Cum. 8.60 --

23.34 Opening out old wire crates and remaking after filling. Sqm. 1.25 --

23.35

Cum. 11.00 --

23.36

Cum. 23.50 --

23.37Sqm. 2.85 --

23.38

(a) 4 mm dia. G.I. wire 25 cm x 7.5 cm mesh Cum. 30.50 --

(b)Cum. 30.50 --

(c) Cum. 30.50 --

(d)Cum. 30.50 --

(e)Cum. 30.50 --

(f)Cum. 30.50 --

23.39 Dumping stone. Cum. 6.50 --

23.40 Extra for anchoring boat for dumping in position. Cum. 2.00 --

23.41 Dismentling brush wood boulder bund. Cum. 17.50 --

23.42 Stone or kankar block pitching :--

(a) Horizontal Cum. 21.50 --

(b) on slopes of guide banks and protection works. Cum. 28.00 --

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 dismensions from all directions of G.I. wire filled with boulders with square cut faces against the wire.

4 mm dia. G.I. wire 15 cm x 15 cm mesh (diagonal wise)

4.75 mm dia. G.I. wire 25 cm x 7.5 cm mesh (diagonal wise)

4.75 mm dia. G.I. wire 15 cm x 15 cm mesh (diagonal wise)

3.25 mm dia. G.I. wire 25 cm x 7.5 cm mesh (diagonal wise)

3.25 mm dia. G.I. wire 15 cm x 15 cm mesh (diagonal wise)

CSR-1987 [Re-print]


Labour Rate

1 2 3 4 5


Region"

Through Rate

23.43 Stone pitching top coping only. Cum. 44.00 --

23.44 Filling stone or spall :--

(a) On level Cum. 6.50 --

(b) On side slopes behind pitching Cum. 6.90 --

23.45 Grouting stone filling or pitching :--

(a) With bajri or shingle Sqm. 2.80 --

(b) With mortar Sqm. 5.40 --

23.46 Grouting masonry joints of floors including finishing :--

(a) When stones are upto 23cm square Sqm. 2.50 --

(b)Sqm. 1.60 --

23.47 Sand grouting stone apron with high pressure hose. Sqm. 0.80 --

Note :-

When stones are more than 23cm square but under 45cm square

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.

CSR-1987 [Re-print]

CHAPTER NO. 24

ROAD WORK

Notes :-

(i)

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

(iii)


1 2 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 --

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.

The rates include the cost of water, where water is supplied free by the Department, the rates shall be reduced suitably.


Labour Rate

Through Rate

Labour Rate

Through Rate

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.

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 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.

CSR-1987 [Re-print]


1 2 3 4 5 6 7


Labour Rate

Through Rate

Labour Rate

Through Rate

24.4

cum 20.00 -- 21.00 --

24.5

cum 23.00 -- 24.00 --

24.6

cum 18.50 -- 19.50 --

24.7

cum 17.40 -- 18.60 --Break up of item No.24.7

(a)cum 17.25 -- 18.40 --

(b)cum 18.55 -- 19.95 --

or Metre 0.29 -- 0.31 --

24.8 Deleted

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.

Laying and consolidation of granular sub base as per specifications including making side dowels, carring 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.

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.

Labour for laying flat brick soling (6.83cm thick)

Labour for laying brick on end edging (6.83cm wide)

CSR-1987 [Re-print]


1 2 3 4 5 6 7


Labour Rate

Through Rate

Labour Rate

Through Rate

24.9

Metre 0.17 2.35 0.19 2.57

24.10

Metre 0.43 8.40 0.47 8.43

24.11

cum 30.00 -- 31.50 --

24.12

cum 20.50 -- 21.50 --

24.13

cum 24.50 -- 25.50 --

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.

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.

Laying and consolidation of stone metal wearing coat to water bound macadam specifications including making side dowels, carying 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 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 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.

CSR-1987 [Re-print]


1 2 3 4 5 6 7


Labour Rate

Through Rate

Labour Rate

Through Rate

24.14

cum 22.50 -- 23.50 --

24.15

cum 36.50 -- 38.50 --

24.16

18.50 -- 20.50 --

24.17

55.00 -- 61.00 --

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 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. 24.8, payable in kilometres, where water is not available with in 800 metres, of the nearest point of the kilometre. Per Km.

per metre width or

part thereof for every

100 metres lead in

excess of 800 metres

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.

Per Km. per metre width or

part thereof for every

100 metres lead in

excess of 800 metres

CSR-1987 [Re-print]


1 2 3 4 5 6 7


Labour Rate

Through Rate

Labour Rate

Through Rate

24.18 Painting road surface with bitumen first coat.

100 sqm. 148.00 -- 152.00 --

24.19100 sqm. 111.00 -- 114.00 --

24.20

100 sqm. 102.00 -- 105.00 --

24.21100 sqm. 146.00 -- 150.00 --

24.22

(i) 20 mm thick 100 sqm. 376.00 -- 381.00 --

(ii) 25 mm thick 100 sqm. 434.00 -- 441.00 --

24.23100 sqm. 38.50 -- 40.00 --

24.24100 sqm. 76.00 -- 79.00 --

24.25

(a) with lead upto 1 Km. cum 148.00 -- 151.00 --

(b)cum 5.00 -- 5.50 --

Painting road surface with bitumen second coat.

Painting road surface with bitumen and stone chippings subsequent coat/seal coat.

Painting road surface with bitumen and precoated stone chippings.

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 tack coat on existing black top surface.

Laying tack coat on new water bound macadam surface.

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, with road roller, including the cost of 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.

for every one km. additional lead from 2 km. to 16 km.

CSR-1987 [Re-print]


1 2 3 4 5 6 7


Labour Rate

Through Rate

Labour Rate

Through Rate

24.26

(a) with lead upto 1 Km. cum 151.00 -- 154.00 --

(b)cum 5.00 -- 5.50 --

24.27100 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 --

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 coat of tack coat and seal coat.

for every 1 km. additional lead, from 2 km. to 16 km.

Laying seal coat on premix carpet with bitumen and fine aggregates.

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 with road roller, including the cost of 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)

Scarifying stone metal 50mm to 100mm thick by pick axes, alongwith the tarred / bituminious 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.

Scrifying Kankar metalled crust up to 150mm thick, with pick axes, including picking up scarified meterial, screening and stacking old useful metal.

CSR-1987 [Re-print]


1 2 3 4 5 6 7


Labour Rate

Through Rate

Labour Rate

Through Rate

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

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

0.086 0.36 0.094 0.37

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.

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 complete in all respects.

R.C.C. (1:2:4) kilometre stones of standard design fixed in position including finishing but excluding painting.

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, but excluding painting.

Cement concrete (1:2:4) in pavements, roads, taxi tracks and runways, laid to required slope and camber including consolidation, finishing and tamping complete.

Making and filling expansion joints with bituminous filler (Bitumen 40 percent) asbestos 5 percent and sand 55 percent) 12.5 mm wide.

Per metre per cm. depth

CSR-1987 [Re-print]


1 2 3 4 5 6 7


Labour Rate

Through Rate

Labour Rate

Through Rate

24.40

0.043 1.35 0.047 1.40

24.41cum 3.15 -- 3.50 --

24.42cum 1.75 -- 1.95 --

24.43metre 6.00 32.50 6.60 33.00

24.44metre 2.85 15.00 3.15 15.00

24.45

metre 0.65 4.20 0.70 4.25

24.46100 sqm. 126.50 -- 130.00 --

Providing and fixing premoulded bituminous joint filler for expansion joints including the cost of sealing compound and primer coat 12.5 mm wide.

Per metre per cm. depth

Screening brick ballast, stone metal, bajri shingle and kankar.

Stacking stones, brick ballast, stone metal, bajri and kankar.

Supplying laying and fixing kerb of plain precast cement concrete (1:2:4)

Supplying laying and fixing precast plain cement concrete channel (1:2:4)

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).

Painting Road surface with bitumen light coat.

CSR-1987 [Re-print]

CHAPTER NO. 25

MAINTENANCE OF FURNITURE


1 2 3 4

25.1 Spirit or Wax polishing .

(a) Tables

(i) Ordinary--

(ii) Pedestal Type--

(iii) Teapoy Each --

(iv) Peg table Each --

(v) Centre table Each --

(vi) Side Board.

--

(b) Chairs

(i) Office with caned back Each --

(ii) Office with wooden back Each --

(iii) Dining with caned back Each --

(iv) Dining with wooden back Each --

(v) Easy chair Each --

(vi) Sofa with wooden Arms Each --

(vii) Sofa chair with wooden Arms Each --

(viii) Cane sofa Each --

(ix) Cane sofa chair Each --

(c) Almirah or chest of drawers

--

(d) Hat and coat stand

--

Labour Rate(Rs.)

Sq m of top area

Sq m of top area

Sq m of front

elevational area

Sq m of front

elevational area

Sq m of front

elevational area

CSR-1987 [Re-print]


1 2 3 4

Labour Rate(Rs.)

(e) Office side rack Each --

(f) Book case of almirah with glazed shutters

--

(g) Commode Each --

(h) Towel stand Each --

(i) Bed-steads Each --

(j) Hat-pegs Per set --

(k) Pelmets of doors/windows Sqm. 7.00

25.2 Painting one coat of I.S.I marked quality paint.

(a) Wooden patras for bath room.6.00

(b) Towel stand Each 6.00

(c) Pelmets of doors and windows

Each

25.3 Recaning of chairs with artificial (Plastic cane)

(a) Easy chairs back and seat (Single variety) Each --

(b) Office chair back and seat (Single variety) Each --

(c) Office chair seat only (Single variety) Each --

(d) Office chair back (Double variety) Each 10.00

(e) Office chair seat (Double variety) Each 10.00

25.4 Washing

(a) Durries Sqm. --

(b) Niwar of beds Each bed --

(c) Linen 100 Pieces --

(d) Bed sheet single Each 1.00

(e) Bed sheet double Each 2.00

Sq m of front

elevational area

Sq m of top area

10% to be added on labour charges of painting Chapter

No.16

CSR-1987 [Re-print]


1 2 3 4

Labour Rate(Rs.)

(f) Pillow cover Each 0.50

(g) Towel Each 0.75

(h) Napkin Each 0.30

(i) Quilt cover Each 2.00

(j) Apron Each 1.00

(k) Safe cover

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 Upholstering

(a) Restuffing easy or sofa chair Each 30.00

(b) Restuffing sofa Each 60.00

(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 Weaving charpoys (String or munj including dowens)

(a) String (San ban) Each 15.00

(b) Munj Each 12.00

25.7 Dry Cleaning.

(a) Woolen blanket Each 12.00

(b) Woolen carpet Sq m 6.00

(c) Door curtains Per piece 6.00

Set of three pieces

Cloth for above item is to be purchased and supplied departmentally.

Cloth for above item is to be purchased and supplied departmentally.

CSR-1987 [Re-print]


1 2 3 4

Labour Rate(Rs.)

(d) Window curtains Per piece 6.00

(e) Bed cover single Per piece 6.00

(f) Bed cover double Per piece 9.00

25.8 Shampooing with Machine.

(a) Sofa set50.00

(b) Woolen carpet Sqm. 6.00

(c) Dewan Cushioned Each 30.00

25.9 Cleaning of glass panes both sides .

1.00

25.10

0.50

25.11 Cleaning of switch Boards. Each 0.10

25.12 Cleaning and polishing brass fittings with brasso. Each 0.40

25.13 Tinning of utensils.

25.14

Sqm. 10.00

25.15 Tailoring of curtains.

8.00

25.16 Providing and fixing railing for curtains.

(a) 'C' type Metre 40.00

(b) 'I' type Metre 35.00

25.17 Metre 20.00

25.18100 Nos. 40.00

One set of five seat

Sqm. (To be measured on one side only)

Cleaning of joinery with surf, soda and application of oil there after.

Sqm. (To be measured on both sides)

Core (20 pieces)

Rs. 40.00 to

Rs. 60.00

Cleaning of terrazo floors with tartric acid and polishing with wax including machine charges.

Piece (1.12 m width)

Providing and fixing curtain rail 1.90cm chrome-plated with end bracket. including sockets and

brackets.

Providing and fixing steel rings chrome-plated 3.80 cm. dia. for curtains.

CSR-1987 [Re-print]


1 2 3 4

Labour Rate(Rs.)

25.19100 Nos. 30.00

Providing and fixing plastic rings 3.80cm. dia. With hooks for curtains.

CSR-1987 [Re-print]

CHAPTER NO. 25

MAINTENANCE OF FURNITURE

5

13.00

19.50

6.00

3.00

6.00

19.50

7.20

7.50

6.00

6.60

9.00

9.00

9.00

15.00

9.60

16.00

4.50

Through Rate(Rs.)

CSR-1987 [Re-print]

5

Through Rate(Rs.)

6.00

9.60

4.50

1.50

9.00

1.50

14.00

15.00

15.00

--

60.00

51.00

30.00

22.00

22.00

1.50

12.00

48.00

--

--

CSR-1987 [Re-print]

5

Through Rate(Rs.)

--

--

--

--

--

--

--

--

--

42.00

84.00

--

--

--

--

84.00

48.00

--

--

--

CSR-1987 [Re-print]

5

Through Rate(Rs.)

--

--

--

--

--

--

--

--

--

--

--

15.00

--

--

--

--

--

including sockets and brackets.

CSR-1987 [Re-print]

5

Through Rate(Rs.)

--

CSR-1987 [Re-print]

CHAPTER NO. 26

MISCELLANEOUS

Notes :-

(i) The rates given below are labour rates unless otherwise stated.

(ii) Unless otherwise stated, the labour rates include rehandling of materials with in 100 metres.


1 2 3

26.1 Laying linking and packing tramway tracks. Metre

26.2 Linking B.G track including packing, straightening and levelling. Metre

Note :-

26.3 Linking points and crossing complete with level fastening. Each

26.4 Bending and straightening B.G rails with jim-crow. Metre

26.5 Cutting Girders with Hack-saw.

(a) Upto 300 mm depth. Cut

(b) Above 300mm to 450mm depth. Cut

26.6 Drilling holes in girders. Each

26.7 (a) Cutting of copper sheets 15mm, thick flashing. Metre

(b) Fixing copper flashing into position. Metre

26.8 Assembling 40 mm. pressure pipes. Metre

26.9 Boring and fixing 40 mm pressure pipes. Metre

26.10 Boring for hand-pump in clay fitting strainer and pipe.

(a) Upto 75mm dia bore.

(i) From 0 to 15 metres. Metre

(ii) Exceeding 15 metres but upto 30 metres. Metre

(iii) Exceeding 30 metres. Metre

(b) Above 75mm dia bore but not exceeding 100mm.




Carriage of tramway track will be paid according to rates in chapter No. 5.

CSR-1987 [Re-print]


1 2 3

26.11 Boring hand-pump in soil with admixture of shingle.

(a) Upto 75mm dia bore.




(b) Above 75mm dia. but not exceeding 100mm dia. bores




26.12 Hand pumps

(a) Pulling out pipe and filters. Metre

(b) Lowering pipe in the hole up to 40mm dia. Metre

(c) fixing head including clamps and handle. Each

26.13 Fixing F.I gauges flush with masonry including cost of hooks. Metre

26.14 Fixing handles to iron rammers including cost of handles. Each

26.15

(a) girth up to 60 cm Each

(b) girth more than 60 cm. but up to 120 cm. Each

(c) girth more than 120 cm. but up to 180 cm. Each

(d) girth more than 180 cm. but up to 250 cm. Each

Note :- (i) The girth is to be measured 1.25 metres above ground level.

(ii)

(iii)

Cutting down trees, filling holes and levelling of ground, lopping branches trimming, removal not exceeding 100 metres stacking clearing site.

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.

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.

CSR-1987 [Re-print]


1 2 3

(iv)

26.16 Felling trees, cutting and stacking fuel wood from plantation. Qtl.

26.17 Splitting fuel wood. Qtl.

26.18 Burning charcoal including loading and unloading and repairs to kiln.

26.19Each

26.20100 Nos.

26.21100 Nos.

26.22Each

26.23 (a) Supplying flags 40 cm. square for Jhandies. Each

(b) Shoes for Jhandies including fixing. Each

26.24Each

26.25 Sweeping chimney flues. Each

26.26 Fixing glass pieces on top of walls. Metre

26.27 Making a chulah in cooking range (Indian style) Each

26.28Each

26.29

Each

26.30 Water allowance.

(a) for concrete, brick masonry in lime or cement mortar :-

(i) Where lead involved is 800 metres to 1.6Km. Cum.

(ii) Where lead involved is above 1.6Km. to 2.4 Km. Cum.

(b) For plastering in lime or cement mortar, pointing, flooring :-

(i) Where lead involved is 800 metres to 1.6Km. Sqm.

Where these have not been sold, the trees cut and removed will be the property of the Govt.

Per Qtl. of charcoal

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.

Supply of wooden pegs for alignment work, 40 cm long 75mm dia from canal or road plantation.

Supply of bamboo jhandies 3 metres to 3.5 metres including iron shoes and flags 40 cm . Square painted black and white.

Supplying tripod with flages including iron shoes and flag 40 cm. square and bamboo painted black and white.

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.

CSR-1987 [Re-print]


1 2 3

(ii) Where lead involved is above 1.6Km. to 2.4 Km. Sqm.

Note :-

26.31 Making temporary culverts. Each

26.32 Digging pits and fixing distance marks or boundary stones. Each

26.33 Supplying manure or compost, including carriage of 100 metres. Cum.

26.34 Ploughing two times. Hectare

26.35 Filling 200 litres drums with diesel oil (not payable to diesel dealer) Each

26.36 Jungle clearance. Hectare

Notes :- (i)

(ii)

(iii)

26.37

(a) Discharge upto 1.5 Cum./sKilo Metre

(b) Discharge exceeding 1.5 Cum./s but upto 4.5 Cum./s.Kilo Metre

(c) Discharge exceeding 4.5 Cum./s.Kilo Metre

26.38

(i) Light Kilo Metre

(ii) Medium Kilo Metre

(iii) Heavy Kilo Metre

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.

The rates are applicable to areas acquired for new canals, and drains, extension of channels and for construction of roads and Buildings.

The rate is to be decided by the Executive Engineer according to density of jungle to be cleared.

The rates of item Nos. 26.36 to 26.38 are for estimating purposes only. The work will be got done departmentally.

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :-

Jungle clearance on running canals and branches, and drains with discharge more than 9 Cum./s.

CSR-1987 [Re-print]


1 2 3

26.39Bag

26.40Cum.

26.41 Stencilling and bundling empty cement bags. 100 Nos.

26.42 Tempering of Kassies, Belchas, Khurpas and pick axes. Each

26.43100 Nos.

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.

Stencilling (Height of stencil not less than 7.5cm) of bitumen and other drums.

CSR-1987 [Re-print]

CHAPTER NO. 26

MISCELLANEOUS

Notes :-

The rates given below are labour rates unless otherwise stated.

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

41.60

5.20

240.00

0.80

8.00

15.20

1.00

8.00

3.20

1.20

8.00

10.40

26.40

39.20

13.20

32.80

39.20

Rate(Rs.)

CSR-1987 [Re-print]

4

Rate(Rs.)

18.40

32.80

39.20

20.80

39.20

46.00

3.20

3.20

16.00

13.20

4.00

20.00

36.00

72.00

120.00

CSR-1987 [Re-print]

4

Rate(Rs.)

5.20

8.40

21.60

8.00

20.00

80.00

20.00

4.00

2.40

36.00

4.00

5.20

20.00

5.60

320.00

2.80

5.60

0.40

CSR-1987 [Re-print]

4

Rate(Rs.)

0.80

80.00

2.00

50.80

356.00

1.60

640.00

800.00

1600.00

80.00 to 393.00

104.00 to 160.00

160.00 to 208.00

208.00 to 264.00

CSR-1987 [Re-print]

4

Rate(Rs.)

0.40

11.60

4.80

2.00

10.00

CSR-1987 [Re-print]

CHAPTER NO. 27

QUANTITIES OF MATERIALS

Note :-

One cement bag weighs 50 kg. and measures 0.03472 cum.

Sr. No. Description Unit Quantities

Cement (Bags)

1 2 3 4 5 6

27.1 Cement concrete :-

(i) cum 8.25 0.43 0.85

(ii) 1:2:4 cum 6.50 0.45 0.90

(iii) 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

27.2 Lime concrete

(i)cum 0.26 1.00

(ii)cum 0.24 1.00

(iii)cum 0.24 1.00

Cement (Bags)

27.3 (a)

(i) 1:2 cum 3.45 0.24 480

(ii) 1:3 cum 2.40 0.25 480

Fine aggregates

(Cum)

Coarse aggregates (Cum)

1:11/2 :3

1 : 2 1/2 : 5

Lime (Cum)

Surkhi (Cum)

Ballast (Cum)

1:2:8 (Brick ballast 40mm gauge)

0.13(76 kg.)


0.16(93.54 kg.)


0.16(93.54 kg.)

Sand (Cum)

Bricks (Nos.)

Brick work in cement sand mortar with bricks of size 22.86 cm. x 11.11cm x 6.83cm :-

CSR-1987 [Re-print]


(iii) 1:4 cum 1.75 0.25 480Cement (Bags)

(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

(b)

(i) 1:2 cum 0.70 0.24 480 -

(c)

cum 0.84 0.12 480 0.12

Cement (Bags)

(d)

(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)

(i) 1:1:6 sqm 0.137 0.032 0.0286 55

Cement (Bags)

27.4 (a)

(i) 1:4 cum 2.85 0.40 780

Sand (Cum)

Bricks (Nos.)

LimeQtl.

Surkhi(cu m)

Bricks (Nos.)

Sand (cu m)

Brick work laid in lime surkhi mortar 1:2 with bricks of size 22.86cm x 11.11cm x 6.83cm :-

Brick work laid in lime, surkhi, sand mortar 1:1:1 with bricks of size 22.86cm x 11.11cm x 6.83cm

LimeQtl.

Sand (cum)

Bricks (Nos.)

Brick work laid in cement, lime, sand mortar with bricks of size 22.86cm x 11.11cm x 6.83cm

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.

Sand (cum)

Tiles (Nos)

Brick work in cement sand mortar with tiles size 22.86 cm X 11.43cm x 3.81 cm

CSR-1987 [Re-print]


(ii) 1:5 cum 2.30 0.40 780

(iii) 1:6 cum 1.90 0.40 780

Cement (Bags)

(b)

(i) 1:4 Cum 1.75 0.25 425

(ii) 1:6 Cum 1.20 0.25 425

Cement (Bags)

Pucca

27.5Cum 0.25 0.044 0.002 240

27.6

Cum 0.32 0.054 - 480

Cement (Bags)

27.7 Stone Masonry :

(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. 1:4cum 2.15 0.30 1.10

(ix) Squared rubble masonry. 1:5cum 1.72 0.30 1.10

(x) Squared rubble masonry. 1:6cum 1.44 0.30 1.10

(xi)cum 1.67 0.35 1.10

(xii) Boulder masonry 1:6 cum 1.90 0.40 1.10

Sand (cum)

Tiles (Nos)

Brick work in cement sand mortar with tiles size 30.48cm X 15.24cm x 5.08 cm :-

Sand (Cum)

lime (Cum)

Bricks (Nos.)

Gilafi masonry with jibi face (1:5 mortar)

Brick work laid in mud-mortar with jibi face (1:5 mortar)

Sand (Cum)

Stone(Cum)

Random or polygonal rubble 1:6

CSR-1987 [Re-print]


(xiii)cum 1.44 0.35 1.10

(xiv)cum 1.24 0.35 1.10

Cement (Bags)

(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)

(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)

(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



Sand (Cum)

27.8

Cement plaster 10mm thick :-

Cement plaster 12.50mm thick :-

CSR-1987 [Re-print]


(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)

27.9 (i)Sqm 0.08 0.016 1.55

(ii)Sqm 0.16 0.032 3.10

(a)Sqm 4.95 0.0128

Cement (Bags)

(b)(i)

Sqm 0.16 0.016 1.65

(ii)

Sqm 0.24 0.024 1.65

Cow Dung

(c)(i)Sqm 0.35 23 L.S.

(ii)Sqm 0.70 45 L.S.

Cement (Bags)

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

Sand (Cum)

Lime (Kg.)

Cement lime plaster 12.5mm thick 1:1:6 mortar.

Cement lime plaster 25mm thick 1:1:6 mortar.

lime (Kg.)

Surkhi (Cum)

27.10 Lime plaster 12.5mm thick 2 lime 3 surkhi.

Sand (Cum)

Bitumen (kg)

12.5 mm thick cement plaster damp proof course 1:3 with two coats of bitumen laid hot and sanded.

20mm thick cement plaster damp proof course 1:3 with two coats of bitumen laid hot and sanded.

Good Earth (Cum)

Old Bhusa (Kg.)

Mud plaster 12.50mm thick with gobri leeping.

Mud plaster 25mm thick with gobri leeping.

Sand (Cum)

Flush or deep cement pointing on brick walls or brick on edge flooring :-

Flush cement pointing on flat brick flooring :-

CSR-1987 [Re-print]


27.13

Sqm 0.026 0.0018

27.14Sqm 0.0023

Cement (Bags)

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 White washing :-

(i) One coat Sqm 0.15

(ii) Two coats Sqm 0.25

(iii) Three coats Sqm 0.35

27.18 Colour washing :-

(i) One coat Sqm 0.10

(ii) Two coats Sqm 0.20

Cement (Bags)

27.19

(i)

Sqm 0.24 0.027 22 0

Flush cement pointing on underside of roof tiles :-

(30.48cm x 15.24cm x 5.08cm) 1:2 mortar

Lime(Cum)

Surkhi (Cum)

Lime pointing 2:3 flush or weathered and struck.

0.0013 (0.90 kg)

Sand (Cum)

Cement pointing 1:2 on stone walls :-

Cement rendering on plaster 1mm thick.

Sand (Cum)

Tiles (Nos)

Aggregates (Cum)

Second class mud roofing (Tile size 30.48 cm x 15.24cm x 5.08cm) :-

When space between battens is filled with concrete blocks.

CSR-1987 [Re-print]


(ii)

Sqm 0.23 0.026 22 -

27.20

Sqm 0.035 0.0049 37 -

27.21 Painting :-

(i)

Sqm 0.145

(ii)

Sqm 0.122

(iii)

Sqm 0.118

(iv)

Sqm 0.098

(v)

Sqm 0.065

(vi)

Sqm 0.054

(vii) Priming coat on wood work. Sqm 0.061

(viii)Sqm 0.054

(ix)

Sqm 0.085 0.0306 0.0306

When space between battens is filled with wooden pieces.

Tile terracing on roof (Tile size 22.86 cm x 11.43 cm x 3.81 cm)

Paints( I.S.I mark) (Litres)

Two coats of synthetic enamel paint on new wood or steel work.

Two coats of ready, mixed paint on new wood or steel work.

Two coats of synthetic enamel paint on old wood or steel work.

Two coats of ready, mixed paint on old wood or steel work.

One coat of synthetic enamel paint on old wood or steel work.

One coat of ready mixed paint on old wood or steel work.

Priming coat on new steel work.

Red lead Genuine

(Kg)

Turpentine Oil

(Litre)

Linseed Oil

(Litre)

Priming coat consisting of red lead mixed with linseed oil and turpentine oil in equal proportion or with genuine red lead on steel work.

CSR-1987 [Re-print]


(x)

Sqm 0.093 - -

(xi)

Sqm 0.059 - -

(xii)

Sqm 0.15 - -

(xiii)

Sqm 0.0947 - -

(xiv)

Sqm 0.093 - -

(xv)

Sqm 0.0445 - -

(xvi)

Sqm 0.1086 - -

(xvii)

Sqm 0.0543 - -

27.22 Solignum or creosote paint :-

(i) Two coats Sqm 0.069

(ii) One coat Sqm 0.039

Two coats on iron sheets with roofing red, ready mixed paint on new work to give an even shade.

Red lead Genuine

(Kg)

Turpentine Oil

(Litre)

Linseed Oil

(Litre)

One coat on iron sheet with roofing red, ready mixed paint on old work to give an even shade.

Paints( I.S.I mark) (Litres)

Two coats on iron sheets with roofing white, grey or green ready mixed paint on new work to give an even shade.

One coat on iron sheets with roofing white, grey or green ready mixed paint on new work to give an even shade.

Two coats with aluminium paint on new work to give an even shade.

One coat with aluminium paint on new work to give an even shade.

Two coats with anti-corrosive bitumastic paint on new work to give an even shade (with black enamel paint).

One coat with anti-corrosive bitumastic paints on old work to give an even shade (with black enamel paint)

CSR-1987 [Re-print]


27.23 Distempering (dry or oil-bound)

(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

CSR-1987 [Re-print]


Timber (Cum)

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 --

27.25Sqm 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)

27.28Sqm 0.355 0.049 40

27.29 Single layer tile lining Sqm 0.273 0.040 20

Note :-

27.30Cum 1.00

Door panelled, glazed or glazed and panelled (including chowkat)

Battened and braced doors (50mm) thick including chowkat.

Battened and framed doors (including chowkat) :-

Wire gauge door shutters with out springs :-

Sand (Cum)

Tiles (30.48cm x 15.24cm x 5.08cm.) (Nos)

Double layer tile lining (13.36 cm thick)

Materials for curing-drains seepage drains, bed sleepers and rungs to be extra in case of item Nos. 27.28 and 27.29.

Stone (Cum)

G.I. Wire No. 6 S.W.G (4.75 mm)

Filling stone in wire-crates (hand packed)

3.3kg per sqm of wire netting 15cm mesh.

CSR-1987 [Re-print]


Note :-

27.31 Stone pitching. Cum

27.32 Dry grouting dry stone pitching. Cum 0.20

27.33

(i) 7.5cm thick floor Sqm 0.019

(ii) 11.50 cm thick floor Sqm 0.029

Note :-

Cement (bags)

27.34 Cement grouting stone ptiching :-

(i) 1:2:4 Cum 1.45 0.10 0.20

(ii) 1:3:6 Cum 0.96 0.10 0.20

Note :-

Cement (bags)

27.35 Cement Sand mortar :-

(i) 1:2 Cum 13.63 0.96 0.14 1.10

(ii) 1:3 Cum 9.60 1.00 0.15 1.15

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 (Cum)

1.00 Shingle or stone

aggregates (10mm) ring

Cement Mortar (cum)

Cement mortar dry brick pitching or flooring :-

Quantities of cement for any mortar ratio may be worked out accordingly.

Sand (Cum)

Shingle or Aggregate (Cum)

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.

Sand (Cum)

15 percent extra sand

for wastage (Cum)

Total Sand (Cum)

CSR-1987 [Re-print]


(iii) 1:4 Cum 6.89 1.00 0.15 1.15

Cement (bags)

(iv) 1:5 Cum 5.75 1.00 0.15 1.15

(v) 1:6 Cum 4.80 1.00 0.15 1.15

27.36

364 -- 0.075 --

27.37

575 -- 0.15 --

27.38

364 -- 0.075 --

27.39

575 -- 0.15 --

27.40

(i) In & on lime mortar383 -- -- 0.74

(ii)383 0.599 0.144 --

(iii)383 0.718 0.144 --

(iv)383 0.860 0.144 --

27.41

Sand (Cum)

15 percent extra sand

for wastage (Cum)

Total Sand (Cum)

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)

Flat brick paving laid dry over 25mm thick mud mortar grouted with sand. 10

Sqm

Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster.

10 Sqm

First class dry flat brick flooring templates over rammed and dressed foundations and to correct longitudinal and cross slopes. 10

Sqm

First class dry brick on edge flooring as described in item no. 27.38 10

Sqm

First class flat brick paving or flooring laid over and in lime mortar/in cement sand mortar 1:5 or 1:6 etc.

10 Sqm

In & on cement sand mortar 1:6

10 Sqm


10 Sqm


10 Sqm

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.

CSR-1987 [Re-print]


(i) In & on lime mortar617 -- -- 0.87

(ii)617 0.714 0.171 --

(iii)617 0.856 0.171 --

(iv)617 1.025 0.171 --

27.42

575 -- 0.15

27.43

383 3.01 0.668

27.44

617 2.725 1.570

27.45

383 0.70 0.13

27.46 Laying flat brick soling in road work.383 -- --

27.47617 -- --

10 Sqm


22.86cm x 11.11cm x

6.83cm(Nos)


Sand (cum)

Lime (quintal)


10 Sqm


10 Sqm


10 Sqm


22.86cm x 11.11cm x

6.83cm(Nos)


Sand (cum)

Dry brick on edge paving sand grouted over 50mm thick rammed brick aggregate 40mm gauge.

10 Sqm

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.

10 Sqm

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. 10

Sqm

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. 10

Sqm

10 Sqm

Laying brick on edge soling in road work.

10 Sqm

CSR-1987 [Re-print]

CHAPTER NO. 27

QUANTITIES OF MATERIALS

Quantities

CSR-1987 [Re-print]

Quantities

CSR-1987 [Re-print]

Quantities

Sundried

250

-

Bricks (Nos.)

CSR-1987 [Re-print]

Quantities

CSR-1987 [Re-print]

Quantities

0

Aggregates (Cum)

CSR-1987 [Re-print]

Quantities

-

-

CSR-1987 [Re-print]

Quantities

CSR-1987 [Re-print]

Quantities

40

20

Tiles (30.48cm x 15.24cm x 5.08cm.) (Nos)

G.I. Wire No. 6 S.W.G (4.75 mm)

3.3kg per sqm of wire netting 15cm

CSR-1987 [Re-print]

Quantities

0.20

0.20

Shingle or Aggregate (Cum)

CSR-1987 [Re-print]

Quantities

--

--

--

--

0.13

--

--

--

Surkhi (cum)

CSR-1987 [Re-print]

Quantities

0.15

--

--

--

Surkhi (cum)

CSR-1987 [Re-print]

CHAPTER NO. 28

WATER SUPPLY

Note :- 1.

Sr. No. Description. Unit Rates

1 2 3 4 5

28.1

(a) Upto 1.5m depth for :-

(i)

100 cum 1334.00 1344.00

(ii)100 cum 1803.00 1814.00

(iii)

100 cum 2095.00 2106.00

(b)

(i)

100 cum 1363.00 1373.00

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.

Plains.(in Rs.)

Sub-mountainous region.

(in Rs.)

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.

All classes of soil except rocky.

For ordinary gravel-soil involving pick work.

For Semi Conglomerate or soil of the nature of pick jumper work.

From 1.5m depth down to 2.25m depth for :-


CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(ii)

100 cum 1901.00 1912.00

(iii)

100 cum 2330.00 2340.00

(c)

(i)

100 cum 1431.00 1442.00

(ii)100 cum 1970.00 1980.00

(iii)

100 cum 2467.00 2478.00

(d)

(i)100cum 1523.00 1533.00

(ii)100cum 2061.00 2072.00

(iii)

100cum 2627.00 2638.00

(e)

(i)100cum 1614.00 1625.00

(ii)100cum 2153.00 2163.00

(iii)

100cum 2787.00 2798.00

(f)



From 2.25m depth down to 3.00m depth for :-




From 3m depth down to 4.5m depth for :--




From 4.5m depth down to 6.0m depth for :--




From 6.0m depth down to 7.50m depth for :--

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(i)

100cum 1706.00 1716.00

(ii)100cum 2244.00 2255.00

(iii)

100cum 2947.00 2958.0028.2

(a)

100cum 940.00 943.00

(b)100cum 1,409.00 1,413.00

(c)

100cum 1,701.00 1,705.00




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.

In classes of soil except rocky.

In ordinary gravel-soil involving pick work.

In Semi Conglomerate or soil of the nature of pick jumper work.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

28.3

(a) Upto 1.5m depth in :-

(i)100cum 1181.00 1191.00

(ii)100cum 1651.00 1661.00

(iii)

100cum 1942.00 1953.00

(b)

(i)100cum 1215.00 1226.00

(ii)100cum 1753.00 1764.00

(iii)

100cum 2182.00 2193.00

(c)

(i)100cum 1284.00 1294.00

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.,




From 1.5m depth to 2.25m depth :---

In all classes of soil except rocky.



From 2.25m depth down to 3.00m depth :---


CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(ii)

100cum 1822.00 1833.00

(iii)

100cum 2320.00 2330.00

(d)

(i)

100cum 1375.00 1386.00

(ii)100cum 1914.00 1924.00

(iii)

100cum 2480.00 2490.00

(e)

(i)100cum 1467.00 1477.00

(ii)100cum 2005.00 2016.00

(iii)

100cum 2640.00 2650.00

(f)

(i)

100cum 1558.00 1569.00

(ii)100cum 2097.00 2107.00

(iii)

100cum 2800.00 2810.00















CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

28.4

(a)

100cum 787.00 790.00

(b)100cum 1,257.00 1,260.00

(c)

100cum 1,548.00 1,552.00

Note :-

(i)

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.




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.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(ii)

(iii)

(iv)

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 :-

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.

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.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(v)

(vi)

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)100cum 100.00 100.00

Notes :-

28.6

10 sqm. 73.00 75.00

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.

For rocky soil special rates shall be fixed.

Extra for disposal of surplus spoil on Item No. 28.1 and 28.2 beyond one km.

Subsequent Km. 11Km. to 20 Km. per Km.

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.

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.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

28.7

10 sqm. 23.50 26.50

28.8 (a)

10 sqm. 248.00 249.00

(b)

271.00 274.00

Notes :- (i)

(ii)

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.

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.

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.

The rates given for items 28.6, 28.7 and 28.8 include the cost of all watching fencing and lighting of the works.

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).

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(iii)

28.9

(a)10 m 12.50 13.00

(b)10 m 15.80 16.50

(c) 10 m 20.50 21.50

(d)10 m 25.60 27.00

(e)10 m 37.50 39.00

(f)10 m 50.50 52.50

(g)10 m 65.00 68.00

(h)

10 m 83.00 86.50

(i)10 m 101.00 105.00

(j)10 m 120.00 125.00

(k)10 m 143.00 149.00

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.

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 :--

80mm internal diameter pipe line laid complete.











CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(l)10 m 190.00 198.00

(a)Metre 4.15 4.15

(b)Metre 4.51 4.51

(c) Metre 5.09 5.09

(d)Metre 6.23 6.23

(e)Metre 7.90 7.90

(f)Metre 13.92 13.92

(g)Metre 21.19 21.19

(h)

Metre 27.45 27.45

Note :- Rate of item No. 28.9(ii) are based on September 2008.

28.10


28.9 (ii)

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.

50.8 mm Outside dia pipe Wall Th. 1.6 mm








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.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(a)

6.70 7.10

(b)

8.60 9.10

(c)

11.30 12.00

(d)

14.10 15.00

(e)

20.50 21.50

(f)

27.80 29.50

(g)

36.00 38.00

(h)

39.00 41.00

(i)

47.50 50.00

(j)

57.50 61.00


Per metre of pipeline

laid, complete.



laid, complete.

125mm internal diameter pipe line laid complete. Per metre

of pipeline laid,

complete.


of pipeline laid,

complete.


of pipeline laid,

complete.


of pipeline laid,

complete.


of pipeline laid,

complete.


of pipeline laid,

complete.


of pipeline laid,

complete.


of pipeline laid,

complete.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(k)

67.00 71.00

(l)

89.50 95.00

Notes :- (i)

(ii)

(iii)

(iv)

(a)Per Joint 9.81 9.81



laid, complete.



laid, complete.

For pipes larger than 600mm internal diameter, special rates shall be fixed.

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.

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.

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.

28.10(ii)

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)


CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(b)Per Joint 10.20 10.20

(c) Per Joint 10.63 10.63

(d)Per Joint 12.75 12.75

(e)Per Joint 17.00 17.00

(f)Per Joint 25.50 25.50

(g)Per Joint 36.43 36.43

(h)

Per Joint 51.00 51.00


28.11

(a)10 metre 8.50 9.00

(b)10 metre 11.00 12.00

(c) 10 metre 16.50 17.50

(d)10 metre 26.50 28.50

(e)10 metre 35.00 37.50








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 and return of pieces of pipes to stores :----






CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

28.12

(a)10 metre 3.95 4.30

(b)10 metre 4.75 5.10

(c) 10 metre 5.80 6.30

(d)10 metre 7.40 8.00

(e)10 metre 11.00 11.80

28.13

(a)10 metre 7.00 7.50

(b)10 metre 9.20 9.90

(c) 10 metre 14.60 15.50

28.14

Stringing out P.V.C. Pipes and specials casting along the 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 and return of pieces of pipes to stores :---

63mm outer diameter pipe line laid complete.





Strining out H.D.P.E. Pipes and specials casting along the Trenches and Laying the same in Trenches to correct alignement and gradients, including cartage from Divisional Stores or nearest Railway station to site of works and return of pieces of pipes to stores :---




Cutting cast Iron pipes and specials and chipping or filing the surface to a uniform finish :----

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(a)Per cut 3.30 3.60

(b)Per cut 4.70 5.10

(c) Per cut 5.90 6.40

(d)Per cut 6.80 7.40

(e)Per cut 10.30 11.30

(f)Per cut 12.30 13.40

(g)Per cut 14.80 16.20

(h)Per cut 17.80 19.50

(i)Per cut 21.00 23.10

(j)Per cut 23.20 25.40

(k)Per cut 27.30 29.90

(l)Per cut 32.00 35.00

(a)Per Cut 4.81 4.81

(b)Per Cut 5.17 5.17

(c) Per Cut 5.82 5.82

80mm internal diameter pipe line.












28.14(ii)

Cutting of Collared steel pipes IS 11722 & specials with Hexa and Chipping & Filling the cut surface to a Uniform Finish.




CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(d)Per Cut 7.35 7.35

(e)Per Cut 12.69 12.69

(f)Per Cut 15.51 15.51

(g)Per Cut 17.45 17.45

(h)

Per Cut 19.94 19.94


28.15

(a)Per cut 2.10 2.30

(b)Per cut 2.70 2.95

(c) Per cut 3.60 3.95

(d)Per cut 4.75 5.25

(e)Per cut 5.95 6.55

28.16

(a)Per cut 0.75 0.85

(b)Per cut 0.90 1.00

(c) Per cut 1.05 1.15






Cutting A.C. Pipes and specials and chipping or filling the cut surface to a Uniform Finish.

80mm internal diametre pipe line.





Cutting P.V.C. pipes and specials and Chipping or Filling the cut surface to a Uniform Finish.

63mm outer diametre pipe line.



CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(d)Per cut 1.35 1.50

(e)Per cut 1.80 2.00

28.17

(a)Per cut 1.20 1.35

(b)Per cut 1.60 1.75

(c) Per cut 2.10 2.30

28.18

Internal diameter of pipe line.


1 2 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.

Plains.(in Rs.)


(in Rs.)

Quantity of lead

per joint in Kg.

Quantity of yarn

per joint in kg.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(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)Each 6.20 6.60

(b)Each 7.00 7.40

(c) Each 8.30 8.80

(d)Each 10.10 10.70

(e)Each 14.60 15.40

(f)Each 23.50 25.00

(g)Each 31.50 33.50

(h)Each 37.50 40.50

(i)Each 47.00 51.00

(j)Each 50.00 54.00

(k)Each 53.50 57.50

Making flanged joints for Cast Iron pipes, valves and specials.

80mm internal diametre of pipe, valves or specials.







350mm internal diametre of pipe valves or specials.




CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(l)Each 68.50 73.50

Notes :- (i)

(ii)

28.20

(a)Per joint 4.70 5.15

(b)Per joint 5.30 5.80

(c) Per joint 6.10 6.60

(d)Per joint 6.30 6.90

(e)Per joint 6.55 7.15

(f)Per joint 7.10 7.75


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.

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.

Jointing cast Iron Socketted Pipes Valves and specials with rubber tyton joints fitted complete including cost of Labour and Tools, Etc. and tested complete.







CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(g)Per joint 8.50 9.30

(h)Per joint 9.40 10.30

(i)Per joint 11.30 12.40

(j)Per joint 13.10 14.30

(k)Per joint 14.20 15.50

(l)Per joint 18.90 20.60

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


350mm internal diametre of pipe valves or specials.





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 :-

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(e) 250mm internal diametre Per joint 10.70 11.70

28.22



(c) Per joint 1.60 1.75

(d)Per joint 2.00 2.20

(e)Per joint 2.70 2.90

28.23



(c) Per joint 7.10 7.60

28.24

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.

63mm outer diametre and specials.





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.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(a)Each 14.10 15.40

(b)Each 16.50 18.00

(c)

Each 18.50 20.50

(d)

Each 22.00 24.00

(e)Each 26.50 28.50

(f)Each 34.00 37.00

(g)

Each 38.00 41.00

(h)Each 42.50 45.50

(i)Each 48.00 51.50

(j)Each 55.00 59.00

(k)Each 64.00 68.00

(l)Each 79.50 84.00

Notes :-

28.25

Each 15.10 16.40

Notes :-

80mm internal diametre of valves












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 Divisional Stores or nearest Railway Station to Site of Works.

Joint for hydrants shall be paid separately as per item No.28.19

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

28.26

Each 53.50 57.00

28.27

Each 15.00 16.00

Notes :-

28.28

(a)Each 14.10 15.40

(b)Each 16.50 18.00

(c)

Each 18.50 20.50

(d)Each 22.00 24.00

(e)Each 26.50 28.50

(f)Each 34.00 37.00

(g)Each 38.00 41.00

(h)Each 42.50 45.50

(i)Each 48.00 51.50

Extra for fixing Single air Valves all sizes including Cartage from Divisional Stores or nearest Railway Station to Site of Works, drilling tappling and screwing in valve connection.

Extra for fixing double air Valves all sizes 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

Extra for fixing flap Valves in pipe lines including cartage from Divisional Stores or nearest Railway Station to site of works.

80mm internal diametre of flap valve.


125mm internal diametre of flap valve







CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(j)Each 55.00 59.00

(k)Each 64.00 68.00

(l)Each 79.50 84.00

Notes :- (i)

(ii)

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




Joint for flap valves shall be paid as per Item No.28.18 and 28.19

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.

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 embedding to correct levels in Cement mortar 1:3.

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 nearest Railway Station and embedding to correct levels in Cement mortar 1:3.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

Notes :- (i)

(ii)

28.33

Size of Ferrule:

(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

All surface boxes will be supplied without charge, ex-Divisional Stores or F.O.R. nearest Railway Station.

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.

Drilling and tapping cast iron pipe lines of all diameters and screwing in Ferrule and connections.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

Notes :-

28.34

(i)Metre 4.90 5.40

(ii)Metre 5.55 6.10

(iii)Metre 6.70 7.30

(iv)Metre 7.70 8.40

(v)Metre 8.00 8.75

(vi)Metre 9.60 10.50

(b) Including cost of specials :-

(i)Metre 10.50 11.60

(ii)Metre 11.70 12.80

(iii)Metre 14.00 15.30

(iv)Metre 16.20 17.60

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.

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 :-

15mm internal diameter of pipe line.










CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(v)Metre 16.80 18.40

(vi)Metre 20.20 22.00

28.35

(a) Excluding cost of specials :-

(i)Metre 4.25 4.65

(ii)Metre 5.05 5.55


(iv)Metre 6.00 6.55

(v)Metre 7.15 7.85


(i)Metre 8.90 9.80

(ii)Metre 10.60 11.70

(iii)Metre 12.20 13.30

(iv)Metre 12.60 13.80

(v)Metre 15.00 16.50



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.

20mm outer diameter of pipe line.










CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

28.36

(a) 15mm internal diameter Metre 1.60 1.70

(b) 20mm internal diameter Metre 2.00 2.15

(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

(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

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.

28.37 (A)

Labour for laying, jointing, 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.

28.37 (B)

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.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(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

28.38

(a) Excluding cost of specials :-

(i)Metre 4.90 5.40

(ii)Metre 5.55 6.10


(iv)Metre 7.70 8.40

(v)Metre 8.00 8.75

(vi)Metre 9.60 10.50


(i)Metre 10.50 11.60

(ii)Metre 11.70 12.80

(iii)Metre 14.00 15.30

(iv)Metre 16.20 17.60

Labour for laying, jointing, fixing and testing W.I. (Red) steam pipe lines inside buildings including speacials, tees bends, sockets, elbow, etc., cutting threading and testing etc., complete.











CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(v)Metre 16.80 18.40

(vi)Metre 20.20 22.00

28.39

(a)Metre 1.60 1.70

(b)Metre 2.00 2.15

(c) Metre 2.50 2.75

(d)Metre 3.65 4.00

(e)Metre 3.85 4.20

(f)Metre 4.05 4.40

(g)Metre 4.10 4.50

(h)Metre 4.55 4.95

(i)Metre 5.40 5.85

Notes :-

(i)



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.

15mm internal diameter of pipe



32mm internal diameter of pipe.






Holder bats, flanged joints, unlons and making chases in walls will be paid for separately.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(ii)

(iii)

(iv)

(v)

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

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.

All G.I/H.D.P.E./P.V.C./W.I. pipes and specials, bends, tees, etc., will be supplied ex-divisional stores or F.O.R. 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.

Square elbow must not be used for any work, but round elbows used instead.

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.

Extra for fixing flanged joints on G.I. & W.I.Pipe lines including cost of jointing meterail.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(d) 32mm internal diameter Each 3.20 3.45

(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

Notes :-

(i)

(ii)

28.41










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.

All bolts, nuts and washers will be supplied without charge to the contractor, ex-divisional stores or F.O.R. nearest Railway Station and the rate includes the cost of cartage to site of works.

Extra for fixing and jointing Union Couplings in G.I. and W.I. Pipe lines.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

Notes :-

(i)

(ii)

(iii)

28.42

(a)Metre 3.85 4.25

(b)Metre 4.20 4.60

(c) Metre 5.20 5.70

(d)Metre 5.25 5.75

(e)Metre 6.55 7.15

(f)Metre 7.30 8.00

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.

The rates apply to couplings on straight lines, branches and also on bends.

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.

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:-

15mm internal diameter of sleeve pipe






CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(g)Metre 7.40 8.10

(h)Metre 7.50 8.15

(i)Metre 8.85 9.65

28.43

(a)Each 2.90 3.15

(b)Each 2.90 3.15

(c) Each 3.65 3.95

(d)Each 3.65 3.95

(e)Each 4.15 4.50

(f)Each 4.15 4.50

(g)Each 4.85 5.25

(h)Each 4.85 5.25

(i)Each 5.80 6.30

Notes :-

(i)




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 :-










Holder bats are generally required to be fixed at intervals of about 2.4 metres on straight line.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(ii)

28.44










Notes :-

28.45


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.

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 :-

Peet valves will eb supplied free of cost to the contractor ex-divisional stores or nearest Railway Station.

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 :-

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)






Notes :-

28.46







28.47







The stop cocks will be supplied free of cost to the contractor Ex-Divisional Stores or nearest railway Station.

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 ball valves including cartage from Divisional stores or nearest Railway station to site of works.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

28.48

(a)Each 1.90 2.00

(b)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

Notes :-

(i)

Fixing chromium plated brass shower rose including cartage from Divisional Store or nearest Railway Station to site of works :-

150mm internal diameter with 15mm or 20mm inlet.

100mm internal diameter with 15mm or 20mm inlet.

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.

The surface boxes will be supplied free of cost to the contractor Ex-Divisional Stores or nearest Railway Station.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

28.52

(a)

Each 50.00 51.00

(b)

Each 83.00 85.00

(c)

Each 126.00 130.00

28.53

(a)77.80 85.50

(b)

97.20 106.90

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.

Upto 300mm internal diameter.

Exceeding 300mm internal diameter but not exceeding 450mm internal diameter.

Exceeding 450mm internal idameter but not exceeding 600mm internal diameter.

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.

Upto 200mm internal diameter.

Each connection.


Each connection.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(c)

116.65 128.30

(d)

145.80 160.40

28.54

(a)

Metre 0.85 0.95

(b)

Metre 0.90 1.00

(c)

Metre 1.50 1.65

(d)

Metre 1.60 1.70

(e)

Metre 1.65 1.80

(f)

Metre 2.45 2.65

28.55

(a)

Each 88.00 94.00


Each connection.


Each connection.

Labour for laying, jointing, fixing and testing alkathene pipe lines and specials, tees, bends, sockets, elbows, etc., in trenches and testing etc. complete.

15mm internal diameter alkathene pipe (Normal Gauge).






Labour rates including materials in erecting, fixing and jointing fixtures to fitter beds, clear water tanks and sedimentation tanks, etc.

150mm C.I. pipe, bends, specials and heads complete for ventilating column built into the walls.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(b)

Each 107.00 116.00

(c)

Each 204.00 220.00

(d)

Each 71.00 77.00

(e)

Each 70.00 75.00

(f)

Each 201.00 217.00

(g)

Each 70.00 77.00

28.56

(a)

Metre 5.40 5.90

(b)

Metre 8.00 9.00

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.

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.

Fitting in position equilibrium ball valve at inlet chambers in cement sand mortar.

Fixing steel shutters with frame complete on inlet side of sedimentation tank including painting 3 coats of bitumastic paint.

Fixing floating arm in position complete with sluice valve, long spindle, hand wheel, brackets and guides complete in all respects.

Fixing enamelled gauge in storage and sedimentation tank.

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.



CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

28.57

(a)

Cum 71.00 73.00

(b)

Cum 83.00 85.00

(c)

Cum 97.00 98.00

(d)

Cum 90.00 91.00

(e)

Cum 84.00 85.00

Plains Sub mountainous Region

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below :-

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.

Second Layer :----- Coursed sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry).

Third Layer :----- Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).

Fourth Layer :----- Bajri (Coursed) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry).

Bottom Layer :----- Broken stone, screened, cleaned and washed and graded from 50mm to 75mm (from Pathankot or approved equivalent quarry).

Labour rate

With special quality paint

With I.S.I. marked quality paint

Labour rate


With I.S.I.

marked quality paint

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

28.58

(a)

10 Metre. 1.55 7.50 4.40 1.75 7.70 4.55

(b)

10 Metre. 1.55 7.50 4.40 1.75 7.70 4.55

(c) 10 Metre. 2.05 9.80 5.70 2.27 10.00 5.90

(d)10 Metre. 2.05 9.80 5.70 2.27 10.00 5.90

(e)10 Metre. 3.20 15.30 8.90 3.55 15.60 9.20

(f)10 Metre. 3.20 15.30 8.90 3.55 15.60 9.20

28.59

(a)10 Metre. 1.00 3.65 2.25 1.10 3.75 2.35

(b)10 Metre. 1.00 3.65 2.25 1.10 3.75 2.35

(c) 10 Metre. 1.30 4.75 2.95 1.45 4.90 3.10

(d)10 Metre. 1.30 4.75 2.95 1.45 4.90 3.10

Plains Sub mountainous Region

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.

15mm internal diameter pipes and specials.






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 :-





CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(e)

10 Metre. 2.00 7.40 4.60 2.25 7.60 4.80

(f)

10 Metre. 2.00 7.40 4.60 2.25 7.60 4.80

28.60

(a)

10 Metre. 1.75 5.30 4.20 1.95 5.50 4.35

(b)

10 Metre. 2.25 6.90 5.50 2.55 7.10 5.70

(c)

10 Metre. 3.55 10.80 8.60 3.95 11.00 8.90

28.61

(a)

10 Metre. 1.05 2.75 2.25 1.20 2.90 2.35

(b)

10 Metre. 1.40 3.60 2.90 1.55 3.75 3.05

(c)

10 Metre. 2.20 5.60 4.55 2.45 5.90 4.80

Labour rate


With I.S.I. marked quality paint

Labour rate


With I.S.I.

marked quality paint



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.

15mm internal diameter, 20mm internal diameter pipe.



Repainting G.I.Pipes and fitting with aluminium Paints as per I.S.I. specification on existing work including cleaning rubbing etc.




CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

Notes :-

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

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.

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.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

28.64

(a) 75mm thickness of floor. Each 7.60 8.00

(b) 115mm thickness of floor. Each 10.75 11.50

(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)Each 8.70 9.20

(b)Each 11.20 11.80

(c) Each 14.20 15.00

(d)Each 14.90 15.70

(e)Each 17.00 17.80

Cutting holes upto 23cm square 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.

Cutting holes upto 23cm square 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.

75mm thickness of floor or roof.





CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

28.66

(a)Per Joints 2.60 2.75

(b)

Per Joints 2.90 3.05

(c) Per Joints 4.10 4.40

(d)


(e)


(f)


(g)Per Joints 8.20 8.80

(h)


(i)Per Joints 11.00 12.00

(j)Per Joints 13.00 14.00

(k)


(l)Per Joints 19.00 20.50

(m)


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.

50mm internal diameter of pipe, valves or special.













CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(n)Per Joints 21.00 22.50

(o)


(p)


(q)Per Joints 36.00 38.50

(r)


(s)


28.67

(a)


(b)


(c)


(d)


(e)








Dismantling flanged Joints for Cast iron Pipes, Valves and specials including carriage of bolts, Nuts and washers to the Divisional stores.

50mm, 65mm, 80mm, 100mm internal diameter of pipe, valves or special.

125mm, 150mm, 175mm, 200mm, 225mm and 250mm internal diameter of pipe, valves or special.

300mm, 350mm and 375mm internal diameter of pipe, valves or special.

400mm and 450mm internal diameter of pipe, valves or special.


CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(f)


28.68

(a)

5.30 5.70

(b)

5.90 6.40

(c)

6.90 7.50

(d)

8.20 8.90

(e)

8.80 9.50

(f)

9.90 10.70

(g)

11.70 12.60

(h)

13.50 14.50

(i)

15.50 17.00

(j)

18.80 20.30


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 :-


10 metre of pipe line

dismanteled.

65mm internal diameter of pipe. 10 metre of

pipe line dismanteled



dismanteled.



dismanteled.



dismanteled



dismanteled.



dismanteled.



dismanteled.



dismanteled.



dismanteled.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(k)

22.50 24.00

(l)

26.50 28.50

(m)

30.00 32.50

(n)

35.00 37.50

(o)

38.50 41.50

(p)

45.50 49.00

(q)

50.00 54.00

(r)

51.50 55.00

(s)

67.00 72.00

Notes :-

(i)









dismanteled



dismanteled







dismanteled



The contractor shall be liable to make good all damage caused by breakage while taking out the pipes from trenches.

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(ii)

28.69

(a)Each 5.80 6.30

(b)Each 6.40 6.90

(c) Each 7.00 7.70

(d)Each 7.40 8.00

(e)Each 8.70 9.40

(f)Each 9.50 10.20

(g)Each 11.00 12.00

(h)Each 12.50 13.50

(i)Each 13.00 14.00

(j)Each 14.00 15.00

(k)Each 16.50 17.00

(l)Each 19.50 20.50

(m)Each 20.50 21.50

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.

Dismantling sluice valves socketted or flanged including cartage from the site of work to the Divisional Stores :---

50mm internal diameter of valves






175mm internal diameter of valves.







CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(n)Each 22.50 23.50

(o)Each 27.00 28.00

(p)Each 32.50 33.50

(q)Each 34.50 35.50

(r)Each 39.00 40.00

(s)Each 43.00 44.00

28.70

Each 6.60 7.20

28.71

Each 6.10 6.65

28.72

Each 3.65 4.00

28.73

Each 3.95 4.35

28.74

Each 11.00 12.00

28.75







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.

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 :-

CSR-1987 [Re-print]


1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(a)Metre 1.15 1.25

(b)Metre 1.35 1.50

(c) Metre 1.80 1.95

(d)Metre 2.30 2.50

(e)Metre 2.70 2.95

(f)Metre 2.75 3.00

(g)Metre 3.05 3.35

(h)Metre 3.35 3.65

(i)Metre 3.90 4.25










CSR-1987 [Re-print]

CHAPTER NO. 29

SEWERAGE AND DRAINAGE

Sr. No. Description Unit Rates

Plains

29.1

(a)100 cum 728.00 731.00

(b)100 cum 1051.00 1054.00

(c)

100 cum 1480.00 1483.00

Sub-mountainous

Region

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.

For all classes of soil except rocky.

For ordinary gravel soil, involving pick work.

For semi-conglomerate or soil of the nature of pick jumper Work.

CSR-1987 [Re-print]


Plains Sub-mountainous

Region

29.2

(a) Not exceeding 1.5 metres depth :-

(i)100 cum 689.00 689.00

(ii)100 cum 1104.00 1104.00

(iii)

100 cum 1379.00 1379.00

(b)

(i)100 cum 57.00 57.00

(ii)100 cum 74.00 74.00

(iii)

100 cum 108.00 108.00

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 :-




Extra for every additional depth or 1.5 metres or part thereof :-




CSR-1987 [Re-print]



Region

Note :-

29.3 (a)

100 cum 17.00 17.00

(b)

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.

Extra for every 7.5 meters additional lead beyond leads, specified in item No. 29.1 and 29.2 above up to 300 metres.

Extra for every 7.5 meters additional lead beyond 300 metres upto 450 metres.

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.

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.

For depth not exceeding 3 metres below ground level.

CSR-1987 [Re-print]



Region

(i)100 cum 1798.00 1811.00

(ii)100 cum 2231.00 2244.00

(iii)

100 cum 2611.00 2624.00

(b)

(i)100 cum 1938.00 1951.00

(ii)100 cum 2439.00 2453.00

(iii)

100 cum 2920.00 2933.00

(c)

(i)100 cum 2212.00 2232.00

(ii)100 cum 2782.00 2802.00

(iii)

100 cum 3469.00 3488.00

(d)

(i)100 cum 2261.00 2283.00

(ii)100 cum 2831.00 2853.00

(iii)

100 cum 3586.00 3608.00

(e)


For ordinary gravel soil involving pick work.


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.

CSR-1987 [Re-print]



Region

(i)100 cum 2467.00 2489.00

(ii)100 cum 3037.00 3059.00

(iii)

100 cum 3929.00 3951.00

29.5

(i)100 cum 1342.00 1350.00

(ii)100 cum 1795.00 1803.00

(iii)

100 cum 2069.00 2077.00

29.6

(a) For sewer below : 760 mm i/d Per Metre 48.00 48.00

(b)Per Metre 58.00 58.00

(c)

(i)

100 cum 343.00 343.00

(ii)

100 cum 171.50 171.50




Excavation of Trenches as described in item no. 29.4 above but for connections to ventilating shafts.




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.

For sewer 760 mm i/d and above

Extra over and above for item No. 29.4 (a to e) for wet Earth work.

Extra for wet earth work from bottom of excavation upto level of sub soil water.

Extra for wet earth work from level of sub soil water up to 30 cm above.

CSR-1987 [Re-print]



Region

Notes :-

(i)

(ii)

(iii)

(iv)

(v)

(vi)

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.

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.

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.

CSR-1987 [Re-print]



Region

(vii)

(viii)

(ix)

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.

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

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.

CSR-1987 [Re-print]



Region

(x)

(xi)

(xii)

(xiii)

(xiv)

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.

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.

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."

CSR-1987 [Re-print]



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)

100 cum 100.00 100.00

Note :-

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 spoil beyond one kilometre.

Sub-sequent kilometres (Per kilometre) Beyond 10km upto 20km

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.

CSR-1987 [Re-print]



Region

29.8

Per metre 29.50 30.00

29.9

Per metre 7.20 7.30

Note :-

29.10

Cum. 29.50 30.50

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.

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.

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.

CSR-1987 [Re-print]



Region

Note :-

Dismantling and Demolition

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

Notes :-(i)

(ii)

Brick Flooring and pitching

(A)

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 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.

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.

Reimbursements to Drains and flooring in strips

CSR-1987 [Re-print]



Region

29.12

10 Metres 78.00 79.00

29.13

10 Metres 118.00 119.00

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

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.

Tega 11.50 cm thick formed of first class bricks on end laid in cement sand Mortar 1:5 as 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.

First class flat brick 7.50 cm thick laid in reimbursements in and on 1:6 cement sand mortar as above.

First class flat brick 7.50 cm thick laid in reimbursement in and on 1:5 cement sand mortar as above.

First class for brick 7.50 cm thick laid in reimbursements in and on 1:4 cement sand mortar as above.

First class brick on edge 11.50 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 foundation, all joints to be left complete filled and struck flush.

CSR-1987 [Re-print]



Region

29.19

10 sqm 495.00 500.00

29.20

10 sqm 509.00 514.00

29.21

10 sqm 525.00 530.00

Notes :-

(i)

(ii)

First class brick on edge 11.50 cm thick laid in reimbursements in and on 1:6 cement sand mortar as above.



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.

CSR-1987 [Re-print]



Region

(iii)

(iv)

(v)

(B) Flooring and Paving

29.22

10 sqm 223.00 225.00

29.23

10 sqm 339.00 342.00

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.

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

CSR-1987 [Re-print]



Region

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

29.29

10 sqm 430.00 436.00

29.30

10 sqm 438.00 444.00

29.31

10 sqm 10.50 11.50

Note :-

First class flat brick paving or flooring laid over and in lime 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.

First class flat brick paving or flooring laid over and in cement sand mortar 1:6 laid as decribed in item no. 29.24

First class flat brick paving or flooring laid over and in cement sand mortar 1:5 laid as decribed in item no. 29.24

First class brick on edge paving or flooring laid over and in lime mortar laid as decribed in item no. 29.24

First class brick on edge paving or flooring laid over and in cement sand mortar 1:6 laid as decribed in item no. 29.24

First class brick on edge paving or flooring laid over and in cement sand mortar 1:5 laid as decribed in item no. 29.24

First class brick on edge paving or flooring laid over and in cement 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

CSR-1987 [Re-print]



Region

(i)

(ii)

(iii)

(iv)

(v)

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.

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.

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.

CSR-1987 [Re-print]



Region

(vi)

(vii)

29.32

10 sqm 57.00 58.00

29.33

10 sqm 91.00 93.00

29.34

10 sqm 60.00 61.00

29.35

Sqm 90.00 92.00

FIXING INCLUDING CARRIAGE

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 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.

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 32mm x 32mm square mesh screen laid consolidated and rammed to a finished thickness of 75mm as above.

Clay concrete, consisting or 100 parts by volume of well burnt or over burnt brick ballast screened through 32mm x 32mm square mesh screen mixed with 33 parts by volume of fine Puddle clay, thoroughly mixed, laid consolidated and rammed to a 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.

CSR-1987 [Re-print]



Region

29.36

(i)

Each 38.50 41.00

(ii)

Each 32.00 34.50

(iii)

Each 15.00 16.00

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

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.

Heavy duty circular 560mm internal dia, (weight as per I.S.I)

Medium duty circular 560mm or 500mm internal dia, (weight as per I.S.I)

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)

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.

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.

CSR-1987 [Re-print]



Region

29.39

(a) 15mm internal diameter columns

(i)

361.00 389.00

(ii)

500.00 531.00

(iii)

541.00 576.00

(iv)

581.00 620.00

(v)

622.00 664.00

(b) 225mm internal diameter columns

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-

5.50 metres high and weighing 8.10 quintal.

Per column complete

including base, pipe & cap etc.


Per column complete



Per column complete



Per column complete



Per column complete


CSR-1987 [Re-print]



Region

(i)

806.00 857.00

(ii)

842.00 895.00

(iii)

880.00 939.00

(iv)

933.00 993.00

(v)

1010.00 1074.00

(c) 300mm internal diameter columns

(i)

1010.00 1074.00

(ii)

1112.00 1183.00

29.40

856.00 914.00


Per column complete



Per column complete



Per column complete



Per column complete



Per column complete



Per column complete



Per column complete


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.

Per column complete


CSR-1987 [Re-print]



Region

Notes :-

(i)

(ii)

(iii)

(iv)

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.

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.

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.

CSR-1987 [Re-print]



Region

(v)

(vi)

(vii)

PAINTING VENT SHAFTS

29.41

(i)Metre 3.85 4.00

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.

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.

Painting 2 coats excluding priming coat with ready mixed paint for metallic surface in all shades on new works.

150 mm internal diameter vent shaft.

CSR-1987 [Re-print]



Region

(ii)Metre 5.60 5.90


29.42

(i)Metre 2.00 2.15

(ii)Metre 2.95 3.15


29.43

(i)Metre 2.90 3.05

(ii)Metre 4.25 4.50


29.44

(i)Metre 1.65 1.75

(ii)Metre 2.45 2.60


29.45

Each 164.00 181.00



Painting one coat ready mixed paint for metalic surfaces in all shades on old work.




Painting two coats with anti-corrosive bitumastic paint on new work to give an even shade.




Painting one coat with anti-corrosive bitumastic paint on old work to give an even shade.




Finishing RCC vent shafts minimum 200mm internal diameter with exterior decorative cement based paints on new work two coats to give and even finish.

CSR-1987 [Re-print]



Region

29.46

Each 65.00 68.00

Brick Sewers (Egg-shaped)

29.47

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.

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.

CSR-1987 [Re-print]



Region

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.

CSR-1987 [Re-print]



Region


Plains Sub-mountainous Region


Rs. Rs. Rs.

(a) 610mm x 915mm

526.00 492.00 537.00

(b) 660mm x 990mm

556.00 520.00 568.00

(c) 710mm x 1065mm

586.00 549.00 599.00

(d) 760mm x 1140mm

620.00 581.00 634.00

(e) 810mm x 1215mm

654.00 613.00 669.00

(f) 860mm x 1290mm

696.00 652.00 711.00

(g) 910mm x 1365mm

727.00 681.00 743.00

(h) 970mm x 1455mm

756.00 708.00 772.00

(i) 1020mm x 1530mm

793.00 743.00 810.00

(j) 1070mm x 1605mm

828.00 775.00 846.00

(k) 1120mm x 1680mm

862.00 807.00 880.00

(l) 1170mm x 1755mm

906.00 848.00 926.00

With lime Conc.

With cement conc. 1:8:16

with brick ballast

With lime Conc.

The finished inside dimension of egg-shaped sewer being :-

Per metre of completed

sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

CSR-1987 [Re-print]



Region

29.48

Through Rate

(a) 610mm x 915mm

485.00 496.00

(b) 660mm x 990mm

512.00 524.00

(c) 710mm x 1065mm

541.00 553.00

(d) 760mm x 1140mm

572.00 585.00

(e) 810mm x 1215mm

604.00 617.00

(f) 860mm x 1290mm

642.00 656.00

(g) 910mm x 1365mm

671.00 686.00

(h) 970mm x 1455mm

698.00 713.00

(i) 1020mm x 1530mm

732.00 748.00

(j) 1070mm x 1605mm

763.00 781.00

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-shaped sewer being :-

Through Rate

Per Metre of Completed

sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

CSR-1987 [Re-print]



Region

(k) 1120mm x 1680mm

795.00 813.00

(l) 1170mm x 1755mm

836.00 855.00

29.49

(a) 610mm x 915mm

5.20 5.80

(b) 660mm x 990mm

5.50 6.10

(c) 710mm x 1065mm

5.80 6.40

(d) 760mm x 1140mm

6.10 6.70

(e) 810mm x 1215mm

6.40 7.10

(f) 860mm x 1290mm

6.90 7.50

(g) 910mm x 1365mm

7.20 7.90

(h) 970mm x 1455mm

7.40 8.10

(i) 1020mm x 1530mm

7.80 8.50

(j) 1070mm x 1605mm

8.10 8.90


sewer


sewer

Extra over and above the rates for 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:-


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

CSR-1987 [Re-print]



Region

(k) 1120mm x 1680mm

8.40 9.20

(l) 1170mm x 1755mm

8.80 9.70

29.50

29.50 Rs. Rs. Rs.

(a) 610mm x 915mm

302.00 274.00 308.00


sewer


sewer

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, finished with two coats of sodium 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.

With lime Concrete

With cement

Concrete

With lime Concrete

The finished inside dimensions of egg-shaped sewer being :-


sewer

CSR-1987 [Re-print]



Region

(b) 660mm x 990mm

326.00 297.00 333.00

(c) 710mm x 1065mm

345.00 314.00 352.00

(d) 760mm x 1140mm

363.00 331.00 371.00

(e) 810mm x 1215mm

382.00 348.00 390.00

(f) 860mm x 1290mm

408.00 372.00 417.00

(g) 910mm x 1365mm

427.00 389.00 436.00

(h) 970mm x 1455mm

445.00 406.00 455.00

(i) 1020mm x 1530mm

467.00 426.00 477.00

(j) 1070mm x 1605mm

491.00 448.00 501.00

(k) 1120mm x 1680mm

510.00 465.00 521.00

(l) 1170mm x 1755mm

532.00 485.00 543.00


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

CSR-1987 [Re-print]



Region

29.51

(a) 610mm x 915mm

269.00 274.00

(b) 660mm x 990mm

291.00 297.00

(c) 710mm x 1065mm

307.00 314.00

(d) 760mm x 1140mm

324.00 331.00

(e) 810mm x 1215mm

341.00 348.00

(f) 860mm x 1290mm

365.00 373.00

(g) 910mm x 1365mm

381.00 390.00

(h) 970mm x 1455mm

398.00 407.00

(i) 1020mm x 1530mm

417.00 426.00

(j) 1070mm x 1605mm

439.00 449.00

(k) 1120mm x 1680mm

456.00 466.00

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-shaped sewer being :-


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

CSR-1987 [Re-print]



Region

(l) 1170mm x 1755mm

476.00 486.00

29.52

(a) 610mm x 915mm

2.40 2.60

(b) 660mm x 990mm

2.60 2.90

(c) 710mm x 1065mm

2.75 3.00

(d) 760mm x 1140mm

2.90 3.20

(e) 810mm x 1215mm

3.05 3.35

(f) 860mm x 1290mm

3.30 3.60

(g) 910mm x 1365mm

3.40 3.75

(h) 970mm x 1455mm

3.55 3.90

(i) 1020mm x 1530mm

3.75 4.10

(j) 1070mm x 1605mm

3.95 4.35


sewer

Extra over and above the rates for item Nos. 29.50and 29.51 above for every additional 2 metres depth or part thereof for depths beyond 4 metres depth below ground level.

Finished inside dimensions of egg shaped sewer being:-


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

CSR-1987 [Re-print]



Region

(k) 1120mm x 1680mm

4.10 4.50

(l) 1170mm x 1755mm

4.25 4.70

29.53


sewer


sewer

Brick Sewer (Circular Non pressure)

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, radiated brick work laid in 1:4 Cement sand mortar in the outer arch rings of sewers laid over

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.

CSR-1987 [Re-print]



Region

Rs. Rs. Rs.

(a) 760mm

483.00 458.00 493.00

(b) 840mm

525.00 497.00 536.00

(c) 915mm

566.00 535.00 579.00

(d) 990mm

625.00 589.00 638.00

(e) 1065mm

667.00 629.00 682.00

(f) 1145mm

730.00 685.00 746.00

(g) 1220mm

781.00 732.00 798.00

(h) 1295mm

821.00 770.00 839.00

(i) 1370mm

954.00 885.00 974.00

(j) 1450mm

997.00 925.00 1018.00

(k) 1525mm

1042.00 967.00 1064.00

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, Sodium Silicate shall be supplied free of cost at the stores of the Engineer-In-Charge.

With lime Concrete

With Cement Concrete

With lime concrete

The finished inside diameter of egg-shaped sewer being :-


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

CSR-1987 [Re-print]



Region

29.54

Rates

Plains Sub-mountainous Region

Rs. Rs. Rs.

(a) 760mm

452.00 462.00

(b) 840mm

491.00 502.00

(c) 915mm

529.00 541.00

(d) 990mm

581.00 594.00

(e) 1065mm

621.00 635.00

(f) 1145mm

676.00 691.00

(g) 1220mm

722.00 738.00

(h) 1295mm

759.00 776.00

(i) 1370mm

869.00 888.00

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 :-

The finished inside diameter of sewer being :-

Per metre completed

sewer

Per metre completed

sewer

Per metre completed

sewer

Per metre completed

sewer

Per metre completed

sewer

Per metre completed

sewer

Per metre completed

sewer

Per metre completed

sewer

Per metre completed

sewer

CSR-1987 [Re-print]



Region

(j) 1450mm

909.00 929.00

(k) 1525mm

950.00 971.00

29.55

(a) 760mm

5.00 5.50

(b) 840mm

5.40 6.00

(c) 915mm

5.80 6.40

(d) 990mm

6.40 7.00

(e) 1065mm

6.80 7.50

(f) 1145mm

7.30 8.10

(g) 1220mm

7.80 8.60

(h) 1295mm

8.20 9.00

(i) 1370mm

9.30 10.00

Per metre completed

sewer

Per metre completed

sewer

Extra over and above the rates for item Nos. 29.53 and 29.54 above for every additional 2 metres depth or part thereof for depths beyond 4 metres below ground level.

The finished inside diametre of sewer being :-

Per metre completed

sewer

Per metre completed

sewer

Per metre completed

sewer

Per metre completed

sewer

Per metre completed

sewer

Per metre completed

sewer

Per metre completed

sewer

Per metre completed

sewer

Per metre completed

sewer

CSR-1987 [Re-print]



Region

(j) 1450mm

9.70 10.70

(k) 1525mm

10.20 11.20

29.56

Rs. Rs. Rs.

Per metre completed

sewer

Per metre completed

sewer

Construction of brick circular non pressure type sewers to contract 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 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 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, Sodium Silicate shall be supplied free of cost at the stores of the Engineer-In-Charge.


With lime Concrete

With cement concrete

With lime Concrete

CSR-1987 [Re-print]



Region

(a) 760mm

250.00 227.00 255.00

(b) 840mm

273.00 248.00 279.00

(c) 915mm

302.00 275.00 308.00

(d) 990mm

335.00 303.00 342.00

(e) 1065mm

353.00 319.00 360.00

(f) 1145mm

402.00 362.00 410.00

(g) 1220mm

432.00 388.00 440.00

(h) 1295mm

455.00 410.00 464.00

(i) 1370mm

479.00 431.00 489.00

(j) 1450mm

498.00 448.00 508.00

(k) 1525mm

524.00 472.00 534.00

29.57


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

Construction of Brick circular non pressure type sewers to contract 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.


CSR-1987 [Re-print]



Region

(a) 760mm

223.00

(b) 840mm

243.00

(c) 915mm

269.00

(d) 990mm

296.00

(e) 1065mm

312.00

(f) 1145mm

354.00

(g) 1220mm

379.00

(h) 1295mm

400.00

(i) 1370mm

421.00

(j) 1450mm

438.00

(k) 1525mm

461.00

29.58

(a) 760mm

1.95 2.15


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

Extra over and above the rates for item No. 29.56 and 29.57 above for every additional 2 metres depth or part thereof for depths beyond 4 metres below ground level.

The finished inside diametre of sewer being:-


sewer

CSR-1987 [Re-print]



Region

(b) 840mm

2.10 2.30

(c) 915mm

2.40 2.60

(d) 990mm

2.60 2.90

(e) 1065mm

2.75 3.05

(f) 1145mm

3.15 3.45

(g) 1220mm

3.40 3.70

(h) 1295mm

3.60 3.95

(i) 1370mm

3.80 4.15

(j) 1450mm

3.90 4.30

(k) 1525mm

4.15 4.60

R.C.C Cum Brick Circular Sewers


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

CSR-1987 [Re-print]



Region

29.59

Rs. Rs. Rs.

(a) 760mm

659.00 669.00

(b) 840mm

715.00 726.00

(c) 915mm

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 dressing of beds and sides of trenches 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 radiated brick work laid in 1:5 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.



sewer


sewer


sewer

CSR-1987 [Re-print]



Region

(d) 990mm

815.00 827.00

(e) 1065mm

870.00 884.00

(f) 1145mm

953.00 968.00

(g) 1220mm

1006.00 1021.00

(h) 1295mm

1185.00 1202.00

(i) 1370mm

1247.00 1265.00

(j) 1450mm

1307.00 1326.00

(k) 1525mm

1363.00 1382.00

29.60

(a) 760mm

5.70 6.30

(b) 840mm

6.20 6.80

(c) 915mm

6.60 7.20

(d) 990mm

7.00 7.70


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

Extra over and above the rates for item Nos. 29.59 above for Every additional 2 metres depth or part there of for depths beyond 4 metres below ground level :-

The finished inside diametre of sewer being :-


sewer


sewer


sewer


sewer

CSR-1987 [Re-print]



Region

(e) 1065mm

7.50 8.20

(f) 1145mm

8.00 8.80

(g) 1220mm

8.50 9.30

(h) 1295mm

9.40 10.30

(i) 1370mm

9.90 10.90

(j) 1450mm

10.40 11.40

(k) 1525mm

10.80 11.90

29.61


sewer


sewer


sewer


sewer


sewer


sewer


sewer

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 dressing of beds and sides of trenches 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, finished with a floating coat of neat cement left accurately smooth, polished and correct to template, finished with two coats of sodium silicate where ever required.

CSR-1987 [Re-print]



Region

Rs. Rs. Rs.

(a) 760mm

374.00 379.00

(b) 840mm

406.00 412.00

(c) 915mm

435.00 441.00

(d) 990mm

464.00 471.00

(e) 1065mm

496.00 503.00

(f) 1145mm

542.00 549.00

(g) 1220mm

573.00 580.00

(h) 1295mm

732.00 741.00

(i) 1370mm

769.00 779.00

(j) 1450mm

806.00 817.00

(k) 1525mm

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 of cost at the stores of the Engineer-In-Charge.

The finished inside diameter of the sewer being :-


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

CSR-1987 [Re-print]



Region

29.62

(a) 760mm

2.25 2.50

(b) 840mm

2.45 2.70

(c) 915mm

2.60 2.90

(d) 990mm

2.80 3.10

(e) 1065mm

3.00 3.30

(f) 1145mm

3.25 3.55

(g) 1220mm

3.40 3.80

(h) 1295mm

4.20 4.60

(i) 1370mm

4.40 4.80

(j) 1450mm

4.60 5.10

(k) 1525mm

4.80 5.30

Notes :-

Extra over and above the rates for 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 :-


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

CSR-1987 [Re-print]



Region

(i)

(ii)

(iii)

(iv)

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.

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.

CSR-1987 [Re-print]



Region

(v)

(vi)

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

Salt Glazed Stone ware Pipes sewers and Drains

CSR-1987 [Re-print]



Region

29.63

(a)

20.50 22.00

(b)

34.50 37.00

(c)

38.50 41.50

(d)

45.00 48.00

(e)

52.00 55.00

(f)

59.00 62.00

(g)

80.00 85.00

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 :-

100mm internal diameter of sewer.

10 Meteres of Completed

Sewer



Sewer



Sewer



Sewer



Sewer



Sewer



Sewer

CSR-1987 [Re-print]



Region

(h)

107.00 114.00

(i)

130.00 138.00

(j)

144.00 153.00

(k)

173.00 184.00

29.64

(a)3.45 3.60

(b)5.10 5.30

(c) 5.80 6.10

(d)6.70 7.00

(e)7.60 8.00

(f)9.50 10.00



Sewer



Sewer



Sewer



Sewer

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 :-

100mm internal diameter of sewer or branch pipe

Per joint complete.


Per joint complete.


Per joint complete.


Per joint complete.


Per joint complete.


Per joint complete.

CSR-1987 [Re-print]



Region

(g)11.50 12.00

(h)12.50 13.00

(i)13.50 14.00

(j)14.50 15.50

(k)16.00 16.50

Notes :-

(i)

(ii)


Per joint complete.


Per joint complete.


Per joint complete.


Per joint complete.


Per joint complete.

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.

CSR-1987 [Re-print]



Region

(iii)

(iv)

29.65

(a)Per cut 1.30 1.45

(b)Per cut 1.95 2.10

(c) Per cut 2.25 2.45

(d)Per cut 2.55 2.75

(e)Per cut 2.85 3.10

(f)Per cut 3.15 3.45

(g)Per cut 3.80 4.10

(h)Per cut 4.45 4.80

(i)Per cut 4.75 5.15

(j)Per cut 5.10 5.50

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.

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 :-

100mm internal diameter of pipe or specials










CSR-1987 [Re-print]



Region

(k)Per cut 5.70 6.20

29.66

(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)

2.35 2.50

(b)

3.30 3.50

(c)

3.85 4.05

29.68

15.00 16.50


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.

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 :-

100mm to 375mm internal diameter of sewer and 100mm internal diameter of branch.

Per branch complete


Per branch complete


Per branch complete

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.

Per square benching

and flooring surface

measured horizontally.

Plain and Reinforced Concrete Pipes

CSR-1987 [Re-print]



Region

29.69

(a) 100mm internal diameter of sewer.

15.50 16.50

(b) 150mm internal diameter of sewer.

22.00 23.00

(c) 200mm internal diameter of sewer.

28.00 29.00

(d) 225mm internal diameter of sewer.

31.50 33.00

(e) 250mm internal diameter of sewer.

37.00 38.00

(f) 300mm internal diameter of sewer.

47.50 49.00

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 :-

10 metres of completed

sewer


sewer


sewer


sewer


sewer


sewer

CSR-1987 [Re-print]



Region

(g) (i)

83.00 84.00

(ii)

229.00 232.00

(h) (i)

118.00 119.00

(ii)

256.00 259.00

(i) (i)

129.00 131.00

(ii)

283.00 286.00

(j) (i)

140.00 142.00

(ii)

310.00 313.00

(k) (i)

165.00 167.00

(ii)

391.00 396.00

(l) (i)

223.00 225.00

(ii)

451.00 457.00

(m) (i)

288.00 291.00

350mm internal diameter of sewer class (NP1 or NP2) 10 metres of

completed sewer


completed sewer


completed sewer


completed sewer


completed sewer


completed sewer


completed sewer

500mm internal diameter of sewer class (NP3 or NP4)


sewer


completed sewer


completed sewer


completed sewer


completed sewer


completed sewer

CSR-1987 [Re-print]



Region

(ii)

576.00 583.00

(n) (i)

338.00 342.00

(ii)

720.00 728.00

(o) (i)

436.00 441.00

(ii)

790.00 799.00

(p) (i)

528.00 534.00

(ii)

1007.00 1019.00

(q) (i)

620.00 627.00

(ii)

1090.00 1102.00

Notes :

(i)


completed sewer


completed sewer


completed sewer



sewer



sewer


completed sewer


completed sewer


completed sewer


completed sewer

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.

CSR-1987 [Re-print]



Region

(ii)

29.70

(a) 100mm5.50 5.80

(b) 150mm7.40 7.80

(c) 200mm9.30 9.80

(d) 225mm11.50 12.00

(e) 250mm13.00 14.00

(f) 300mm16.50 17.50

(g) 350mm20.00 21.00

(h) 400mm23.00 24.50

(i) 450mm32.50 34.50

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.

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 :-

Per Collar Joint

Per Collar Joint

Per Collar Joint

Per Collar Joint

Per Collar Joint

Per Collar Joint

Per Collar Joint

Per Collar Joint

Per Collar Joint

CSR-1987 [Re-print]



Region

(j) 500mm37.00 39.00

(k) 600mm44.00 46.50

(l) 700mm50.00 53.00

(m) 800mm58.00 61.00

(n) 900mm66.50 69.50

(o) 1000mm75.00 79.00

(p) 1100mm85.00 89.00

(q) 1200mm94.50 99.00

Notes :-

(i)

(ii)

29.71

(a)Per cut 2.20 2.35

Per Collar Joint

Per Collar Joint

Per Collar Joint

Per Collar Joint

Per Collar Joint

Per Collar Joint

Per Collar Joint

Per Collar Joint

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.

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.

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 :-

100mm internal diameter of pipe or specials.

CSR-1987 [Re-print]



Region

(b)Per cut 2.90 3.15

(c) Per cut 3.65 3.95

(d)Per cut 4.00 4.35

(e)Per cut 4.35 4.75

(f)Per cut 5.20 5.70

(g)Per cut 6.70 7.20

(h)Per cut 7.40 8.00

(i)Per cut 8.20 8.90

(j)Per cut 8.90 9.70

(k)Per cut 10.50 11.50

(l)Per cut 12.00 13.00

(m)Per cut 13.50 15.00

(n)Per cut 15.50 16.50

(o)Per cut 17.00 18.50

(p)Per cut 18.50 20.00

(q)Per cut 20.00 22.00

















CSR-1987 [Re-print]



Region

29.72

(a)

1.35 1.40

(b)

1.35 1.40

(c)

2.15 2.20

(d)

3.15 3.30

(e)

3.90 4.05

(f)

4.65 4.80

(g)

6.20 6.40

(h)

8.40 8.60

(i)

9.90 10.10

(j)

12.50 13.00

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 :-

100mm internal diameter of sewer and 100mm internal diameter of branch.

Per branch complete


Per branch complete


Per branch complete

225mm internal diameter of sewer and 100mm to 200mm internal diameter of branch.

Per branch complete


Per branch complete


Per branch complete


Per branch complete


Per branch complete


Per branch complete


Per branch complete

Stone-ware Intercepting Traps, Flap valves, Road Gullies etc.

CSR-1987 [Re-print]



Region

29.73




29.74

Each 22.00 24.00

29.75

22.00 22.50

29.76

18.00 18.50

29.77

14.50 15.00

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 :-

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.

Per Connection

House outlet connections as described in item 29.75 above But with size of khurra not less than 30 cm x 15 cm. Per

Connection

House outlet connections as described in item 29.75 above but with size of khurra not less than 23 cm x 15 cm. Per

Connection

CSR-1987 [Re-print]



Region

29.78

per metre 16.50 17.00

29.79

per metre 23.00 23.50

29.80per metre 56.00 57.00

29.81per metre 70.00 71.00

29.82

per metre 84.00 85.00

Notes :-

(i)

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.

Constructing Punjab standard drain type I as above.

Constructing Punjab standard drain type II as above.

Constructing Punjab standard drain type III as above.

Constructing Punjab standard drain type IV as above.

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.

CSR-1987 [Re-print]



Region

(ii)

(iii)

(iv)

(v)

29.83

(A) For circular sewer :-

1 100mm. internal diameter Per Plug 0.47 0.48




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.

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.

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

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)

CSR-1987 [Re-print]



Region




























CSR-1987 [Re-print]



Region


(B) For egg shaped sewer :-

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

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 MANHOLE CHAMBERS

CSR-1987 [Re-print]



Region

(i)

(a)Each 1520.00 1581.00

(b)Each 1640.00 1706.00

(c) Each 1760.00 1830.00

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 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 2.5 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.

On Egg-shaped sewers of size 610mm x 915mm to 860mm x 1290mm

For 2.40 metres depth below gound level.



CSR-1987 [Re-print]



Region

(d)Each 1872.00 1947.00

(e)Each 1936.00 2013.00

(f)Each 2208.00 2296.00

(g)Each 2328.00 2421.00

(h)Each 2440.00 2538.00

(i)Each 2552.00 2654.00

(j)Each 2696.00 2804.00

(k)Each 2792.00 2904.00

(l)Each 2880.00 2995.00

(m)Each 3040.00 3162.00

(ii)

(a)Each 3696.00 3844.00

(b)Each 3840.00 3994.00

(c) Each 3952.00 4110.00

(d)Each 4080.00 4243.00

(e)Each 4208.00 4376.00

(f)Each 4352.00 4526.00











On Egg-shaped sewers of size 910mm x 1365mm to 970mmx 1455mm







CSR-1987 [Re-print]



Region

(g)Each 4480.00 4659.00

(h)Each 4768.00 4959.00

(i)Each 5064.00 5267.00

(iii)

(a)Each 3848.00 4002.00

(b)Each 3976.00 4135.00

(c) Each 4104.00 4268.00

(d)Each 4232.00 4401.00

(e)Each 4360.00 4534.00

(f)Each 4496.00 4676.00

(g)Each 4632.00 4817.00

(h)Each 4880.00 5075.00

(i)Each 5240.00 5450.00




On Egg-shaped sewers of size 1020mmx 1530mm or above.










CSR-1987 [Re-print]



Region

29.85

(i)

(a)Each 1320.00 1373.00

(b)Each 1528.00 1589.00

(c) Each 1736.00 1805.00

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.

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 :-

For 1.20 metres depth below ground level.



CSR-1987 [Re-print]



Region

(ii)

(a)Each 1456.00 1514.00

(b)Each 1688.00 1756.00

(c) Each 1880.00 1955.00

(d)Each 2088.00 2172.00

(e)Each 2320.00 2413.00

(iii)

(a)Each 1928.00 2005.00

(b)Each 2152.00 2238.00

(c) Each 2376.00 2471.00

(d)Each 2584.00 2687.00

(e)Each 2672.00 2779.00

(iv)

(a)Each 1968.00 2047.00

(b)Each 2192.00 2280.00

(c) Each 2416.00 2513.00

(d)Each 2592.00 2696.00

(e)Each 2696.00 2804.00



















CSR-1987 [Re-print]



Region

(f)Each 2920.00 3037.00

(v)

(a)Each 2008.00 2088.00

(b)Each 2224.00 2313.00

(c) Each 2456.00 2554.00

(d)Each 2600.00 2704.00

(e)Each 2712.00 2820.00

(f)Each 3040.00 3161.00

(g)Each 3320.00 3453.00

(vi)

(a)Each 2296.00 2388.00

(b)Each 2536.00 2637.00

(c) Each 2704.00 2812.00

(d)Each 2816.00 2929.00

(e)Each 3072.00 3195.00

(f)Each 3336.00 3469.00

(vii)


















CSR-1987 [Re-print]



Region

(a)Each 2680.00 2787.00

(b)Each 2912.00 3028.00

(c) Each 3032.00 3153.00

(d)Each 3232.00 3361.00

(e)Each 3352.00 3486.00

(viii)

(a)Each 2840.00 2954.00

(b)Each 3072.00 3195.00

(c) Each 3120.00 3245.00

(d)Each 3280.00 3411.00

(e)Each 3400.00 3536.00

(ix)

(a)Each 2960.00 3078.00

(b)Each 3128.00 3253.00

(c) Each 3216.00 3345.00

(d)Each 3336.00 3469.00

(e)Each 3440.00 3578.00

(x)



















CSR-1987 [Re-print]



Region

(a)Each 3080.00 3203.00

(b)Each 3240.00 3370.00

(c) Each 3400.00 3536.00

(d)Each 3520.00 3661.00

(e)Each 3640.00 3786.00

(xi)

(a)Each 3280.00 3411.00

(b)Each 3440.00 3578.00

(c) Each 3600.00 3744.00

(d)Each 3720.00 3869.00

(e)Each 3840.00 3994.00

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.

CSR-1987 [Re-print]



Region

29.86

(i)Each 1,368.00 1,423.00

(ii)Each 1,376.00 1,431.00

(iii)Each 1,376.00 1,431.00

(iv)Each 1,400.00 1,456.00

(v)Each 1,456.00 1,514.00

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.

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.

For 1.80mm metres depth below ground level :-

On 175mm internal diameter pipe sewer .





CSR-1987 [Re-print]



Region

(vi)Each 1,472.00 1,531.00

(vii)Each 1,480.00 1,539.00

(viii)Each 1,496.00 1,556.00

(ix)Each 1,520.00 1,581.00

29.87

213.00 221.00

29.88

216.00 225.00

29.89





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.

Per 0.30 metre depth

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. Per 0.30

metre depth

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 :-

CSR-1987 [Re-print]



Region

(a)

Each 542.00 547.00

(b)

Each 655.00 661.00

(c)

Each 837.00 847.00

Note :-

29.90

(a) 450mm x 450mm

85.00 86.00

(b) 450mm x 600mm

94.00 96.00

(c) 600mm x 900mm

127.00 129.00

Size 450mm x 450mm inside (with 455mm x 455mm) cover and frame light duty double seal weighing 52kg. With C.C topping.

Size 450mm x 600mm inside (with 455mm x 455mm) cover and frame double seal patterns light duty weighing 52kg. With R.C.C Slab.

Size 600mm x 900mm inside (with 455mm x 455mm) cover and frame light duty double seal weighing 52kg. With R.C.C Slab.

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.

Extra for every 0.30 metre depth of inspection chamber.




CSR-1987 [Re-print]



Region

29.91

Each 1,004.00 1,024.00

29.92

(a) Single road gully chameber :-

(i)Each 363.00 371.00

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.

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.

Size 610mm. x 457mm. x 800mm.

CSR-1987 [Re-print]



Region

(ii)Each 455.00 464.00

(b) Double road gully chameber :-

(i)Each 619.00 634.00

(ii)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



Size 1448mm. x 457mm. x 1105mm.

Reduction for every 7.50cm depth of road gully chamber from the rate of item No. 29.92 above :-

CSR-1987 [Re-print]

CHAPTER NO. 29

SEWERAGE AND DRAINAGE

Rates

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

Rates

Notes :-

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

Rates

Notes :-

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

Rates

Note :-

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

Rates

Notes :-

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

Rates

Rates


Through Rate

Rs.

503.00

531.00

561.00

593.00

626.00

666.00

696.00

724.00

759.00

792.00

825.00

867.00

With cement conc. 1:8:16

with brick ballast

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

Rates

Rs.

280.00

With Cement

Concrete

CSR-1987 [Re-print]

Rates

303.00

320.00

338.00

355.00

380.00

397.00

415.00

435.00

457.00

475.00

495.00

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

Rates

Rs.

468.00

508.00

547.00

602.00

643.00

700.00

748.00

787.00

904.00

945.00

988.00


CSR-1987 [Re-print]

Rates

Rates


Rs.

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

Rates

Rs.


CSR-1987 [Re-print]

Rates

232.00

253.00

280.00

309.00

326.00

369.00

396.00

418.00

440.00

457.00

482.00

CSR-1987 [Re-print]

Rates

227.00

248.00

275.00

303.00

319.00

361.00

387.00

409.00

430.00

447.00

471.00

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

Rates

Rs.

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

Rates

Rs.

CSR-1987 [Re-print]

Rates

Notes :-

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

Rates

Notes :-

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

Rates

Notes :

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

Rates

Notes :-

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

Rates

Notes :-

CSR-1987 [Re-print]

Rates

CSR-1987 [Re-print]

CHAPTER NO. 30

SANITARY INSTALLATIONS

Notes :-

(i)

(ii)

(iii)

(iv)


Plains Area Sub-Mountainous Region

Labour Rate

1 2 3 4 5 6

SANITARY FITTINGS

(A) Water closet suites

30.1

(i)

All the labour rates provided under this chapter includes the carriage of material within a radius of 5km of the site of work.

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.

Through Rate

Labour Rate

Providing and fixing in position best Indian make (to the approval of the Engineer-in-charge) Indian type water closet suite-consisting of :-

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;

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(ii)

(iii)

(a) Size 580 mm white Each 161.00 793.00 176.00

(b) Size 630 mm white Each 161.00 806.00 176.00

30.2

(a) Size 580mm (white) Each 161.00 975.00 176.00

(b) Size 630mm (white) Each 161.00 1006.00 176.00

30.3

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.

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.

Providing and fixing in position best Indian make (to the approval of the 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.

Providing and fixing in position best Indian make anglo Indian water closet suite (as approved by the Engineer - in - charge) consisting of :-

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(i)

(ii)

(iii)

(iv)

(a) With "P." trap Each 161.00 1146.50 176.00

(b) With "S." trap Each 161.00 1178.00 176.00

30.4

(a) With "P." trap Each 161.00 905.00 176.00

(b) With "S." trap Each 161.00 925.00 176.00

30.05

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 ;

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)

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;

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.

Providing and fixing in position best Indian make (to the approval of the 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.

Providing and fixing in position best Indian make (as approved by the Enginner-in-charge) European type water closet suite syphonic type, consisting of :-

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(i)

(ii)

(A)

(i) With "P." trap Each 161.00 1625.00 176.00

(ii) With "S." trap Each 161.00 1650.00 176.00

(B) Each

(i) With "S." trap Each 161.00 1771.50 176.00

(ii) With "P." trap Each 161.00 1746.00 176.00

30.06

Each 164.50

30.07

Each 291.00

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)

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.

Single trap syphonic W.C suite (White)

Double trap syphonic W.C suite (White)

Extra over item nos 30.1 to 30.4 for 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.

Extra over item nos 30.1 to 30.4 for 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.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.08

Each 250.50

30.09

(i) White plastic seat (solid) Each 105.00

(ii) Black plastic seat (solid) Each 18.00

30.10

Each 13.00

30.11

(a) 32 mm dia G.I Flush pipe Each 25.00

(b) 32 mm dia C.P Brass Flush pipe Each 70.00

30.12

Each 7.00 84.50 7.50

30.13

Each 7.00 100.50 7.50

30.14

Each 20.00

B - URINALS

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.

Extra over item nos 30.3 to 30.5 for providing and fixing best Indian make plastic hygenic seat with lid complete instead of hollow black or white plastic seat and lid.

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)

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)

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.15

(i)

(ii)

(iii)

(iv)

Each 116.00 493.00 127.00

30.16

Each 173.00 724.00 190.00

30.17

Each 231.00 1010.00 253.00

Providing and fixing in position best Indian make flat back or angular lipped front urinals 430 mm high consisting of : -

Flat back lipped or angular Urinal Basin or vitreous china ware white (to the approval of the Engineer-in-charge) ;

5 Litres capacity mosquito proof 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;

Pair of R.S or C.I painted brackets and brass coupling ;

Standard size G.I. flush pipe with C.P brass wall clip and unions complete including cutting and making good the walls and floors 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

Providing and fixing in position best 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 : -

Providing and fixing in position best Indian make a range of three urinals flat back or angular lipped 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 30.15 above 430 mm high : -

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.18

Each 344.00 1436.00 377.00

30.19

7.00 109.25 7.50

30.20

Each 7.00 108.00 7.50

30.21

(i)

(ii)

(iii)

(iv)

(v) 32 mm C.P brass spreader;

(vi)

Providing and fixing in position best Indian make a range of four urinals flat back or angular lipped in vitreous china ware white with two nos. 5 litres capacity best Indian make C.I automatic flushing cisterns with fittings and flush pipe etc., complete as fully described in item no 30.15 above 430 mm high : -

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.

Each Urinal

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.

Providing and fixing in position best Indian make large flat back or angular lipped front urinal 610 mm high (610 mm x 400 mm x 380mm) consisting of : -

Flat back lipped or angular Urinal Basin or vitreous china ware white (to the approval of the Engineer-in-charge) ;

5 Litres capacity mosquito proof 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 with screwed 15 mm pipe;


Pair of C.I special type brackets for Urinal;

Standard size G.I. flush pipe with C.P brass wall clips and unions;

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(vii)

(viii)

Each 116.00 1,095.00 127.00

30.22

Each 173.50 1928.00 190.00

30.23

Each 231.00 2815.50 253.00

30.24

Each 344.00 3845.00 377.00

30.25

(i)

32 mm C.P brass waste with dome grating;

32 mm C.P brass bottle trap; complete including cutting and making good the walls and floors and painting of fitting etc. (as required by the Engineer-in-charge) single urinal

Providing and fixing in position best 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.

Providing and fixing in position best 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.

Providing and fixing in position best 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.

Providing and fixing in position best Indian make stall urinal in vitreous china ware white (to the approval of Engineer-in-charge) consisting of :-

Stall Urinal 1140 mm high in vitreous china ware conforming to IS : 2556-PV-1967 (as approved by the Engineer-in-charge)

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(ii)

(iii)

(iv)

(v)

(vi)

Each 116.00 1,964.00 127.00

30.26

Each 173.50 3,654.50 190.00

30.27

Each 231.00 5,408.00 253.00

30.28

Each 344.00 7,293.00 377.00

5 Litres capacity mosquito proof Indian make C.I automatic flushing system painted with non-Yellowing white enamel paint or other approved shade enamel paint on out side and superior black bitumastic paint on in side complete with inlet screwed 15 mm pipe;


Standard size G.I. flush pipe C.P brass clips and unions

32 mm C.P brass waste with dome grating;

32 mm C.P brass spreader; complete including cutting and making good the walls and floors and painting of fittings etc (as required by the Engineer-in-charge)

Providing and fixing in position best Indian make a range of two stall urinals 1140 mm high in vitreous chinaware white with one no. 5 litres capacity C.I automatic flushing cistern with fittngs and flush pipe complete as fully described in item no. 30.25 above Range of two urinals.

Providing and fixing in position best 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.

Providing and fixing in position best Indian make a Range of four stall urinals 1140 mm high in vitreous chinaware white with 2 no.5 litres capacity C.I automatic flushing cisterns with fittngs and flush pipe complete as fully described in item no. 30.25 above.Range of four urinals.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.29

(i)

(ii)

(iii)

(iv)

Each 116.00 612.00 127.00

30.30

Each 173.50 910.00 190.00

30.31

Each 231.00 1253.00 253.00

Providing and fixing in position best Indian make squatting urinals of size 600 mm x 350 mm consisting of :

Squatting plate urinal 600 mm x 350 mm invitreous chinaware white (as approved by the Engineer-in-charge)

5 Litres capacity mosquito proof Indian make C.I automatic flushing cistern painted with non-Yellowing white enamel paint or other approved shade enamel paint on out side and superior black bitumastic paint on inside complete with screwed 15 mm pipe;


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)

Providing and fixing in position best 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.

Providing and fixing in position best Indian make a range of three squatting urinals in vitreous chinaware white with 10 litres capacity (automatic) flushing cistern with fitting and flash pipe complete as fully described in item no. 30.29 above

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.32

Each 344.00 1773.00 377.00

30.33

(a) 5 Litres capacity cistern white Each 70.00

(b) 10 Litres capacity cistern white Each 43.00

30.34

(i) For Single Urinal Per set 54.00

(ii) For a range of two Urinals Per set 149.00

(iii) For a range of three Urinals Per set 226.00

(iv) For a range of four Urinals Per set 348.00

30.35

Each 50.00 430.50 54.50

30.36

(a) Size 375 mm x 750 mm Each 21.00 191.00 23.00

(b)Each

(i)Each 20.00 195.50 21.50

(ii) Each 20.00 283.00 21.50

(C) Lavatory suites

Providing and fixing in position best Indian make a range of four squatting urinals in vitreous chinaware white with 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 vitreous automatic flushing cistern including fittings and brackets instead of C.I flushing cistern complete.

Extra for Providing and fixing standard size C.P brass flush pipe complete with fittings instead of G.I flush pipe complete.

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

Vitreous china ware partition plate :-

Small size 680mm x 300mm white

Large size 835mm x 355mm white

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.37

(i) Size 450 mm x 300 mm with one tap Each 146.00 432.00 160.00

(ii) Size 550 mm x 400 mm with one tap Each 146.00 495.00 160.00

(iii) Size 630 mm x 450 mm with one tap Each 146.00 576.00 160.00

(iv)Each 146.00 890.00 160.00

30.38

(i) Size 510mm x 400mm with one tap Each 146.00 521.50 160.00

(ii) Size 530mm x 430mm with one tap Each 146.00 614.00 160.00

(iii) Size 610mm x 510mm with one tap Each 146.00 761.00 160.00

(iv) Size 630mm x 450mm with one tap Each 146.00 612.50 160.00

(v) Size 630mm x 510mm with one tap Each 146.00 824.00 160.00

(vi) Size 690mm x 550mm with one tap Each 146.00 1001.00 160.00

Providing and fixing in position best 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)

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 :-

Size 660 mm x 460 mm with one tap for hospital use.

Providing and fixing in position best 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 -

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.39

Each 5.50 100.50 6.00

30.40 (a)

Each 9.00 234.00 10.00

(b)

Each 14.50 592.00 16.00

30.41

Each - 32.00 -

30.42

(a) lead waste pipe Each 7.00 99.00 7.50

(b) G.I. waste pipe Each 31.00 102.00 34.00

30.43

Each 5.75 66.50 6.50

30.44

Each 9.00 92.00 10.00

(D) Sinks

30.45

(i)

(ii)

Providing and fixing in position best Indian make chromium plated brass 2nd tap for lavatory suite.

Providing and fixing in position best Indian make C.P brass basin mixer complete instead of piller tap.

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.

Extra for Providing and fixing in position best Indian make C.P elbow action pillar tap instead of C.P brass pillar tap.

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 :-

providing and fixing in position best Indian make chroium plated brass 'P' or 'S' trap 32mm dia.

Providing and fixing in position best Indian make chromium plated brass,Bottle trap 32mm dia.

Providing and fixing in position best Indian make sinks consisting of :-

R.C.C sink in mosaic size as given below.

R.S or C.I Brackets for building into wall for sink including painting.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(iii)

(a) Size 600 mm x 450 mm x 200 mm Each 125.00 322.00 137.00

(b) Size 600 mm x 450 mm x 250 mm Each 125.00 335.00 137.00

(c) Size 750 mm x 450 mm x 200 mm Each 125.00 354.00 137.00

(d) Size 750 mm x 450 mm x 250 mm Each 125.00 373.00 137.00

30.46





30.47

(a)Each 125.00 2724.00 137.00

(b)Each 125.00 2091.00 137.00

30.48

(a) Size 750 mm x 450 mm x 40 mm thickEach 49.50 263.00 54.00

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.

All brass work chromium plated complete in all respect including cutting and making good the walls and floors painting of fitting etc. complete.

Providing and fixing in position best Indian make vitreous chinaware sinks with complete fitting as fully described in item No. 30.45 above white.

Providing and fixing in position best quality stainless steel sinks with complete fitting as fully described in item no. 30.45 above.

Size 600 mm x 450 mm x 200 mm (Net size excluding flat edge)

Size 530 mm x 450 mm x 175 mm (Net size excluding flat edge)

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.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(b) Size 600 mm x 450 mm x 40mm thickEach 49.50 231.50 54.00

30.49

(a) 450 mm x 450 mm Each 49.50 248.25 54.00

(b) 530 mm x 450 mm Each 49.50 261.00 54.00

30.50

Each 49.50 1072.50 54.00

30.51

(a)Each 175.00 5,280.50 191.50

(b)Each 175.00 4,458.25 191.50

30.52

(i)

(ii) Laboratory Sink Waste.

(iii)

Providing and fixing in position best Indian make vitreous chinaware draining board with iron bracket for building into wall including painting cutting and making good the walls etc. white

Providing and fixing in position best 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

Sink size 600 mm x 450 mm x 200 mm

Sink size 530 mm x 450 mm x 175 mm

Providing and fixing in position best Indian make vitreous chinaware white laboratory sinks (to the approval of the Engineer - In-Charge)

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.

Pair of clamps of 25 mm x 3 mm thick Iron complete in all respects including cutting making good the walls or tables etc.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate





(e) Size 600 mm x 450 mm x 400 mm Each 125.00 858.00 137.00

30.53

(a) lead waste pipe Each 10.00 115.00 11.00

(b) G.I. waste pipe Each 14.50 54.50 16.00

30.54

(a) With bottle trap (Indian make) Each 9.00 107.50 10.00

(b) With 'P' or 'S' Trap (Indian make) Each 6.00 84.25 6.50

30.55

(a) Vitreous china ware white fountain. Each 117.00 1,124.50 128.50

(b)

Each 117.00 1,115.50 128.50

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.

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.

Providing and fixing in position best 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.

C.P Brass drinking fountain with jet in centre of bowl self closing & wall flange etc. complete.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(c) Each 117.00 1,283.50 128.50

30.56

(a) C.P Brass rose showers

(i) 150 mm diameter rose showers Each 2.00 46.30 2.20

(ii) 125 mm diameter rose showers Each 2.00 34.90 2.20

(iii) 100 mm diameter rose showers Each 2.00 26.05 2.20

(b) C.P Brass with revolving joint showers. Each 2.00 77.90 2.20

(c) C.P Brass telephonic shower. Each 2.00 133.00 2.20

30.57

(a) Each 8.00 46.00 9.00

(b)Each 8.00 40.00 9.00

(c) Each 8.00 54.50 9.00

30.58

(a) 25mm dia c.p brass adjustable

(i) 750 mm long Each 11.00 129.00 12.00

(ii) 600 mm long Each 11.00 123.50 12.00

(b) 20mm dia c.p brass adjustable

(i) 750 mm long Each 11.00 125.00 12.00

C.I procelain enamelled drinking fountain.

Providing and fixing in position best Indian make shower with 15 or 20 mm I/D Inlet.

Providing and fixing in position best 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 toilet paper holder.

Vitreous China ware white toilet paper holder.

Recessed Vitreous china ware white toilet paper holder.

Providing and fixing in position best Indian make towel rails fixed in with rewal plugs embedded in walls with c.p brass screws, complete in all respects including cutting and making good the walls etc.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(ii) 600 mm long Each 11.00 120.00 12.00

(c) Each 11.00 66.00 12.00

(d)

Each 11.00 108.00 12.00

(e) C.P brass towel ring. Each 11.00 70.00 12.00

30.59

(a) With c.p brass brackets and guard rail.

(i) 600 mm x 125 mm Each 16.50 65.00 18.00

(ii) 530 mm x 125 mm Each 16.50 61.25 18.00

(b)Each 16.50 41.75 18.00

(c) Each 16.50 73.75 18.00

30.60

(a) C.P Brass

(i) Soap dish large Each 2.25 43.00 2.50

(ii) Soap dish small Each 2.25 27.75 2.50

(b) Vitreous china ware white

(i) Soap dish 160 mm Each 2.25 31.25 2.50

(ii) Soap dish 380 mm Each 2.25 48.50 2.50

(c) Each 2.25 48.50 2.50

(d)

Each 2.25 96.75 2.50

25mm dia aluminium towel rail 600 mm long.

C.P brass two arms swivel towel rail 400 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.

With aluminium bracket and guard rail 600 mm x 125 mm

Vitreous China ware shelf 560 mm long white.

Providing and fixing in position best Indian make soap dish fixed into wall with C.P brass screws and complete in all respects including cutting and making good the walls etc.

Vitreous China ware recessed soap dish 150 mm x 150 mm white.

Vitreous China ware recessed soap dish with hand rails white.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.61

(a) Indian Make

(i) 600 mm x 450 mm Each 33.00 121.00 36.00

(ii) 550 mm x 400 mm Each 33.00 108.50 36.00

30.62

(a) One way Each 2.25 54.50 2.50

(b) Two way Each 2.25 75.25 2.50

(c) Three way Each 2.25 96.25 2.50

(d) Four way Each 2.25 117.00 2.50

30.63

(a) C.P. Brass

(i) One way Each 2.40 25.40 2.60

(ii) Twin way Each 2.40 29.80 2.60

(b) Aluminium make

(i) One way Each 2.40 9.60 2.60

(ii) Twin way Each 2.40 12.15 2.60

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 cutting and making good the walls etc.

Providing & Fixing in position brass oxidized gas taps (to the approval of the Engineer-in- Charge) complete in all respects.

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.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.64

Each 4.50 102.50 5.00

30.65

(a) Bib cock long body Each 2.10 119.80 2.30

(b)Each 2.10 105.90 2.30

(c) Bib cock Each 2.10 90.65 2.30

30.66

(a) 15 mm stop cock

(i) stop cock male & female end Each 3.00 91.60 3.30

(ii) Concealed stop cock with flange. Each 3.00 104.20 3.30

(b) 20 mm stop cock

(i) stop cock male & female end Each 4.25 112.00 4.50

(ii) Stop cock with flange. Each 4.25 123.25 4.50

30.67

Each 1.50 72.10 1.65

30.68

(a) One way Each 3.50 117.50 3.80

(b) Two way Each 3.50 189.60 3.80

(c) Three way Each 3.50 250.30 3.80

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 postion 15 mm i/d C.P. brass bib cock of best quality (as approved by the Engineer-in-charge).

Bib cock sparow with perlmix and flange

Providing & Fixing in postion C.P.brass stop cock (as approved by the Engineer-in-charge).

Providing & Fixing in postion C.P.brass liquid soap container of best quality (as required by the Engineer-in-charge).

Providing & fixing 15 mm C.P brass laboratory cock swan neck of best quality (to the approval of the Engineer-in- Charge)

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.69

(i) Tooth Brush Cum. Tooth paste holderEach 1.50 41.60 1.65

(ii) Tooth Brush holder Each 1.50 30.25 1.65

30.70

(a) C.P Brass Each 1.50 30.25 1.65

(b) Vitreous China white Each 1.50 27.70 1.65

30.71

(a) With Telephonic Shower Each 7.00 605.25 7.50

(b) Without Telephonic shower. Each 7.00 482.00 7.50

30.72

(a) Aluminium

(i) 15 mm x 300 mm Each 3.50 22.50 3.75

(ii) 15 mm x 375 mm Each 3.50 26.25 3.75

(iii) 15 mm x 450 mm Each 3.50 30.00 3.75

(b) C.P.Brass

(i) 15 mm x 300 mm Each 3.50 35.10 3.75

(ii) 15 mm x 375 mm Each 3.50 41.50 3.75

(iii) 15 mm x 450 mm Each 3.50 47.75 3.75

30.73

Each 3.50 107.25 3.75

Providing & fixing in position best Indian 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 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.

Providing & fixing in position best Indian make C.P brass wall mixer 15 mm.

Providing & fixing in position best Indian make flexible tube connection.

Providing & Fixing in position best Indian make C.P.brass inlet connection 15 mm with 375mm pipe and C.P. brass nuts.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.74

(a) 100mm Internal diameter Metre 4.80 85.00 5.20

(b) 75 mm Internal diameter Metre 4.80 75.10 5.20

(c) 50mm Internal diameter Metre 4.80 61.90 5.20

(a)

Metre 13.10 302.00 14.40

(b)

Metre 13.10 260.00 14.40

30.75

Each 2.30 60.20 2.50

30.76

Each 2.30 10.20 2.50

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.

30.74 (ii)

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)

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.

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.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.77

(a) 100mm internal diameter (1.36 kg) Each 8.10 37.75 8.90

(b) 75mm internal diameter (1.13 kg) Each 6.50 31.60 7.15

(c) 50mm internal diameter (0.91 kg) Each 5.50 25.25 6.00

Note :-

30.78

(a) For 100mm internal diameter pipes Each 6.75 17.40 7.40

(b) For 75mm internal diameter pipes Each 6.75 14.95 7.40

(c) Each 6.75 13.70 7.40

30.79

(a) with 50mm i/d outlet Each 34.50 128.50 38.00

(b) with 75mm i/d outlet Each 34.50 133.25 38.00

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.

For 50mm internal diameter pipes

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.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.80

(a) 50 mm i/d outlet plain Nahani trap Each 34.50 114.75 38.00

(b) 75 mm i/d outlet plain Nahani trap Each 34.50 119.50 38.00

30.81

(a) For 100mm i/d pipes

(i) Heal rest bend. Each 3.45 47.80 3.75

(ii)Each 3.45 129.10 3.75

(iii) Pass over pipe Each 3.45 42.30 3.75

(iv)Each 3.45 80.45 3.75

(v)Each 3.45 123.00 3.75

(vi)Each 3.45 73.70 3.75

(vii)Each 3.45 80.45 3.75

(viii)Each 3.45 129.10 3.75

(ix)Each 3.45 73.70 3.75

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.

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.

Double junction with door 100mm x 100mm x 100mmx 100mm

Single junction with door 100mm x 100mm x 100mmx 100mm

Double junction plain 100mm x 100mm x 100mmx 100mm

Single junction plain 100mm x 100mm x 100mm

Single junction with door 100mm x 100mm x 50mm



CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(x)Each 3.45 123.00 3.75

(xi)Each 3.45 131.00 3.75

(xii)Each 3.45 114.35 3.75

(xiii) Each 3.45 53.30 3.75

(xiv) Each 3.45 42.90 3.75

(xv) Terminal guard Each 3.45 46.60 3.75

(xvi) Cowls Each 2.40 45.50 2.60

(xvii) Door piece Each 3.45 59.50 3.75

(xviii) Hand hole pipe Each 3.45 70.00 3.75

(xix) Diminishing pipe piece Each 3.45 34.90 3.75

(xx) P' or 'S' trap with vent Each 3.45 77.40 3.75

(xxi) P' or 'S' trap without vent Each 3.45 71.20 3.75

(xxii) Collars Each 3.45 26.90 3.75

(xxiii) Off sets

(a) 65mm projection Each 3.45 71.20 3.75

(b) 75mm projection Each 3.45 72.45 3.75

(c) 115mm projection Each 3.45 73.70 3.75

(d) 150mm projection Each 3.45 74.90 3.75

(e) 225mm projection Each 3.45 77.40 3.75

(f) 300mm projection Each 3.45 81.10 3.75

(xxiv) Water closet connectors (Plain)

(a) 150mm long Each 2.10 17.50 2.25

(b) 225mm long Each 2.10 24.25 2.25

(c) 300mm long Each 2.10 32.30 2.25

(d) 375mm long or 400 mm long Each 2.10 36.00 2.25


Double invert junction 100mm x 100mm x 50mmx 50mm

Single invert junction 100mm x 100mm x 50mm

Bend with door

Bend plain

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(e) 425mm long or 450 mm long Each 2.10 41.50 2.25

(f) 500 mm long or 525 mm long Each 2.10 45.20 2.25

(g) 600 mm long Each 2.10 51.35 2.25

(h) 750mm long Each 2.10 63.70 2.25

(b) For 75mm i/d pipes


(ii) Pass over pipe Each 3.45 36.70 3.75

(iii)Each 3.45 109.40 3.75

(iv)Each 3.45 64.40 3.75

(v)Each 3.45 102.00 3.75

(vi)Each 3.45 57.70 3.75

(vii)Each 3.45 64.40 3.75

(viii)Each 3.45 109.40 3.75

(ix)Each 3.45 57.70 3.75

(x)Each 3.45 102.00 3.75

(xi)Each 3.45 95.85 3.75

(xii)Each 3.45 110.65 3.75

(xiii) Bend with door Each 3.45 42.85 3.75

(xiv) Plain Bend Each 3.45 36.10 3.75

(xv) Terminal guard Each 3.45 41.65 3.75

(xvi) Door piece Each 3.45 53.95 3.75






Double junction with door 75mm x 75mm x 50mm x 50 mm


Double junction plain 75mm x 75mm x 50mm x 50mm

Single invert junction 75mm x 75mm x 50mm

Double invert junction 75mm x 75mm x 50mm x 50 mm

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(xvii) Cowls Each 2.40 40.60 2.60

(xviii) Collars Each 3.45 21.30 3.75

(xix) Hand hole pipe Each 3.45 65.05 3.75

(xx) Diminishing pipe piece Each 3.45 28.10 3.75

(xxi) 'P' or 'S' trap with vent Each 3.45 71.20 3.75

(xxii) 'P' or 'S' trap without vent Each 3.45 65.05 3.75

(xxii) Off sets







(c) For 50mm i/d pipes


(ii) Pass over pipe Each 3.45 29.95 3.75

(iii)Each 3.45 97.05 3.75

(iv)Each 3.45 47.80 3.75

(v)Each 3.45 89.70 3.75

(vi)Each 3.45 41.65 3.75

(vii) Single invert junction with door Each 3.45 84.75 3.75

(viii) Double invert junction with door Each 3.45 99.50 3.75

(ix) Bend with door Each 3.45 36.70 3.75

(x) Bend Plain Each 3.45 30.55 3.75





CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(xi) Terminal guard Each 3.45 35.50 3.75

(xii) Collars Each 3.45 17.60 3.75

(xiii) Cowls Each 2.40 34.40 2.60

(xiv) Hand hole pipe Each 3.45 58.90 3.75

(xv) Door piece Each 3.45 44.10 3.75

(xvi) 'P' or 'S' trap without vent Each 3.45 58.90 3.75

(xvii) 'P' or 'S' trap with vent Each 3.45 65.05 3.75

(xviii) Off sets







Lead Pipes and Fittings Lead Pipes

30.82

(a)Metre 14.60 238.00 16.00

(b)Metre 10.95 177.85 12.00

(c) Metre 7.30 124.25 8.00

(d)Metre 7.30 95.30 8.00

(e)Metre 5.85 74.20 6.45

(f)Metre 6.10 162.45 6.65

Providing and fixing lead pipes complete in all respects.

100mm i/d weighing 11.31 kg/metre thickness 3.00mm






CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(g)Metre 6.10 128.30 6.65

(h)Metre 5.85 93.90 6.45

(i)Metre 4.50 72.80 4.90

30.83

(a)Each 2.75 18.75 3.00

(b)Each 2.75 27.25 3.00

(c) 15mm alkithene pipe inlet connection.Each 1.80 8.25 1.95

Wiped Solder Joints

30.84

(a) 100mm internal diameter. Each 20.10 119.00 22.00

(b) 75mm internal diameter. Each 16.70 94.85 18.30

(c) 50mm internal diameter. Each 13.40 68.90 14.70

(d) 40mm internal diameter. Each 10.00 50.00 11.00

(e) 32mm internal diameter. Each 7.00 40.75 7.50

(f) 25mm internal diameter. Each 7.00 34.75 7.50

30.85

(a) Size 75 mm x 75 mm Metre 5.00 7.50 5.50

(b) Size 150 mm x 150 mm Metre 8.60 12.60 9.40

(c) Size 75 mm x50 mm Metre 4.40 6.40 4.75




Providing and fixing lead inlet connection with brass union for flushing and warning pipes complete in all respects.

15mm i/d lead pipe 1.49 kg/metre thickness 2.7mm

20mm i/d lead pipe 2.48 kg/metre thickness 3.2mm

Providing wiped solder joints lead pipes and brass fittings including cost of jointing material.

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.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(d) Size 225 mm x225 mm Metre 14.50 20.50 15.90

30.86 Dismantling H.C.I Soil pipes

(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 Dismantling H.C.I specials.

(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 Dismantling heavy flat iron clamps.




30.90

A With special quality paint

(a) 100 mm i/d Metre 0.50 1.05 0.55

(b) 75 mm i/d Metre 0.37 0.75 0.40

(c) 50 mm i/d Metre 0.28 0.55 0.30

B With I.S.I Marked Paint

Dismantling lead caulked joints of H.C.I pipes including cost of fuel and tools.

Painting H.C.I soil waste and vent pipes and fitting with black bitumastic paint of approved manufacture one coat on old work.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(a) 100 mm i/d Metre 0.50 0.85 0.55

(b) 75 mm i/d Metre 0.37 0.65 0.40

(c) 50 mm i/d Metre 0.28 0.47 0.30

30.91

A With special quality paint

(a) 100 mm i/d Metre 0.80 1.90 0.90

(b) 75 mm i/d Metre 0.60 1.40 0.65

(c) 50 mm i/d Metre 0.44 1.05 0.49

B With I.S.I Marked Paint

(a) 100 mm i/d Metre 0.80 1.50 0.90

(b) 75 mm i/d Metre 0.60 1.10 0.65

(c) 50 mm i/d Metre 0.44 0.85 0.49

30.92

(a) 100mm internal diameter. Metre 0.48 1.10 0.54

(b) 75mm internal diameter. Metre 0.35 0.80 0.40

(c) 50mm internal diameter. Metre 0.26 0.60 0.30

30.93




Painting H.C.I soil waste and vent pipes and fitting with black bitumastic paint of approved manufacture two coats on new work.

Painting H.C.I soil waste and vent pipes 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.

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.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.94




30.95




Internal Water Supply

30.96

(a) With copper ball.

(i) 15mm internal diameter. Each 2.40 66.65 2.60

(ii) 20mm internal diameter. Each 2.40 85.60 2.60

(iii) 25mm internal diameter. Each 2.40 117.25 2.60

(iv) 32mm internal diameter. Each 2.40 174.20 2.60

(v) 40mm internal diameter. Each 2.40 256.40 2.60

(vi) 50 mm internal diameter. Each 2.40 382.90 2.60

(b) With Plastic ball

(i) 15mm internal diameter. Each 2.40 47.65 2.60

Painting H.C.I soil waste and vent pipes and fittings with superior quality synthetic enamel paint in all shades onold work one coat paint including rubbing down the old paint.

Painting H.C.I soil waste and vent pipes and fittings with superior quality synthetic enamel paint in all shades on existing or new work two coats paint including cleaning rubbing etc.

Providing and fixing in position automatic brass ball valves in tanks.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

(ii) 20mm internal diameter. Each 2.40 66.65 2.60

(iii) 25mm internal diameter. Each 2.40 91.95 2.60

(iv) 32mm internal diameter. Each 2.40 123.60 2.60

(v) 40mm internal diameter. Each 2.40 161.50 2.60

(vi) 50 mm internal diameter. Each 2.40 231.10 2.60

30.97

(A) Tanks made out of 3.00mm thick plates.

(i) upto 275 litres capacity Each 160.00 164.50

(ii) More then 275 litres capacity Each 163.50 168.00

(B) Tanks made out of 5.00mm thick plates.

(i) upto 680 litres capacity Each 166.65 171.30

(ii)Each 172.00 176.50

(iii) More then 910 litres capacity Each 173.00 177.50

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.

Greater then 680 litres capacity but upto 910 litres capacity.

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

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 :-

DRAINAGE

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.

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

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.99

(a)Each 19.50 179.00 21.50

(b)Each 19.50 225.00 21.50

(c) Each 20.50 202.00 22.50

(d)Each 20.50 263.00 22.50

30.100

Each 7.30 126.15 8.00

30.101

Each 1.10 39.00 1.20

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.

100mm internal diameter S.W.gully trap

100mm internal diameter H.C.I gully trap

150mm internal diameter S.W.gully trap

150mm internal diameter H.C.I.gully trap

Providing and fixing in position best Indian 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.

Providing and fixing in position best Indian make air purifier complete with first change (as approved by the Engineer-in-charge in metal container C.P brass).

CSR-1987 [Re-print]



Labour Rate

1 2 3 4 5 6

Through Rate

Labour Rate

30.102

(a) 25 Liters capacity Each 47.50 1795.00 51.50

(b) 35 Liters capacity Each 47.50 1973.50 51.50

(c) 50 Liters capacity Each 47.50 2238.50 51.50

30.103

Each 112.50

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

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.

Extra over and above item No. 30.102 above if the water heater is provided horizontally instead of vertically.

CSR-1987 [Re-print]

CHAPTER NO. 30

SANITARY INSTALLATIONS

Notes :-

Rates


Through Rate

7

All the labour rates provided under this chapter includes the carriage of material within a radius of

The labour as well as through rates provided under this chapter include the wastage and breakage

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

Separate rates have been provided for different type of fittings, pipes and specials for different

CSR-1987 [Re-print]

Rates


Through Rate

7

808.00

821.50

990.50

1021.00

CSR-1987 [Re-print]

Rates


Through Rate

7

1161.50

1193.00

920.00

940.00

CSR-1987 [Re-print]

Rates


Through Rate

7

1640.00

1665.00

1786.00

1761.00

164.50

291.00

CSR-1987 [Re-print]

Rates


Through Rate

7

250.50

105.00

18.00

13.00

25.00

70.00

85.00

101.00

20.00

CSR-1987 [Re-print]

Rates


Through Rate

7

504.00

741.00

1032.00

CSR-1987 [Re-print]

Rates


Through Rate

7

1469.00

109.75

108.50

CSR-1987 [Re-print]

Rates


Through Rate

7

1,106.00

1945.00

2837.50

3878.00

CSR-1987 [Re-print]

Rates


Through Rate

7

1,975.00

3,673.00

5,430.00

7,326.00

CSR-1987 [Re-print]

Rates


Through Rate

7

623.00

926.50

1275.00

CSR-1987 [Re-print]

Rates


Through Rate

7

1806.00

70.00

43.00

54.00

149.00

226.00

348.00

435.00

193.00

197.00

284.50

CSR-1987 [Re-print]

Rates


Through Rate

7

446.00

509.00

590.00

904.00

535.50

628.00

775.00

626.50

838.00

1015.00

CSR-1987 [Re-print]

Rates


Through Rate

7

101.00

235.00

593.50

32.00

99.50

105.00

67.00

93.00

CSR-1987 [Re-print]

Rates


Through Rate

7

334.00

347.00

366.00

385.00

853.00

920.00

920.00

1012.00

2736.00

2103.00

267.50

CSR-1987 [Re-print]

Rates


Through Rate

7

236.00

252.75

265.50

1077.00

5,297.00

4,474.75

CSR-1987 [Re-print]

Rates


Through Rate

7

397.00

419.00

537.00

837.00

870.00

116.00

56.00

108.50

84.75

1,136.00

1,127.00

CSR-1987 [Re-print]

Rates


Through Rate

7

1,295.00

46.50

35.10

26.25

78.10

133.20

47.00

41.00

55.50

130.00

124.50

126.00

CSR-1987 [Re-print]

Rates


Through Rate

7

121.000

67.000

109.00

71.00

66.50

62.75

43.25

75.25

43.25

28.00

31.50

48.75

48.75

97.00

CSR-1987 [Re-print]

Rates


Through Rate

7

124.00

111.50

54.75

75.50

96.50

117.25

25.60

30.00

9.80

12.35

CSR-1987 [Re-print]

Rates


Through Rate

7

103.00

120.00

106.10

90.85

91.90

104.50

112.25

123.50

72.25

117.80

189.90

250.60

CSR-1987 [Re-print]

Rates


Through Rate

7

41.750

30.40

30.40

27.85

605.75

483.00

22.75

26.50

30.25

35.35

41.75

48.00

107.50

CSR-1987 [Re-print]

Rates


Through Rate

7

85.40

75.50

62.30

304.00

261.00

60.40

10.40

CSR-1987 [Re-print]

Rates


Through Rate

7

38.55

32.25

25.75

18.05

15.60

14.35

132.00

136.75

CSR-1987 [Re-print]

Rates


Through Rate

7

118.25

123.00

48.10

129.40

42.60

80.75

123.30

74.00

80.75

129.40

74.00

CSR-1987 [Re-print]

Rates


Through Rate

7

123.30

131.30

114.65

53.60

43.20

46.90

45.70

59.80

70.30

35.20

77.70

71.50

27.20

71.50

72.75

74.00

75.20

77.70

81.40

17.65

24.40

32.45

36.15

CSR-1987 [Re-print]

Rates


Through Rate

7

41.65

45.35

51.50

63.85

41.95

37.00

109.70

64.70

102.30

58.00

64.70

109.70

58.00

102.30

96.15

110.95

43.15

36.40

41.95

54.25

CSR-1987 [Re-print]

Rates


Through Rate

7

40.80

21.60

65.35

28.40

71.50

65.35

48.10

50.60

53.00

55.50

59.20

62.90

35.80

30.25

97.35

48.10

90.00

41.95

85.05

99.80

37.00

30.85

CSR-1987 [Re-print]

Rates


Through Rate

7

35.80

17.90

34.60

59.20

44.40

59.20

65.35

32.10

33.30

34.55

35.80

38.25

40.70

239.40

178.90

124.95

96.00

74.80

163.00

CSR-1987 [Re-print]

Rates


Through Rate

7

128.85

94.50

73.20

19.00

27.50

8.40

120.90

96.45

70.20

51.00

41.25

35.25

8.00

13.40

6.75

CSR-1987 [Re-print]

Rates


Through Rate

7

21.90

1.10

0.80

0.60

CSR-1987 [Re-print]

Rates


Through Rate

7

0.90

0.65

0.50

2.00

1.45

1.10

1.60

1.15

0.90

1.15

0.85

0.65

2.25

1.60

1.20

CSR-1987 [Re-print]

Rates


Through Rate

7

1.80

1.35

1.00

3.75

2.70

2.05

66.85

85.80

117.45

174.40

256.60

383.10

47.85

CSR-1987 [Re-print]

Rates


Through Rate

7

66.85

92.15

123.80

161.70

231.30

CSR-1987 [Re-print]

Rates


Through Rate

7

CSR-1987 [Re-print]

Rates


Through Rate

7

181.00

226.00

203.00

265.00

126.85

39.10

CSR-1987 [Re-print]

Rates


Through Rate

7

1799.00

1977.50

2242.50

112.50

CSR-1987 [Re-print]

CHAPTER NO. 31

Item No. Description Unit

1 2 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. EachII.

EachIII.

EachIV.

EachV.

EachVI.

EachVII.

EachVIII.

EachIX.

Each31.02 A&B Deleted

31.03 A Deleted

31.03 B RECESSED CONDUIT PIPE WIRING SYSTEM:

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 light point in 1.5mm² copper conductor cable.

Wiring call bell point in 1.5mm² copper conductor cable without push button and flexible wire but including teak wood board for call bell.

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.

Wiring 3-pin 5Amp. Wall-socket point in 1.5mm² copper conductor cable including bonding to earth with 2.0mm dia. bare copper wire.

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.

Wiring light point in 1.5mm² copper conductor cable without control switch.

Wiring light point in 1.5mm² copper conductor cable with double control switches.

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).

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

CSR-1987 [Re-print]


1 2 3

31.03B

I. a. Wiring fan point in 1.5mm² copper conductor cable. Eachb.

EachII.

EachIII. Wiring call-bell point in 1.5mm² copper conductor cable.

EachIV.

EachV.

EachVI.

EachVII.

EachVIII.

EachIX.

Each

31.04 A Deleted

31.04 B SURFACE CONDUIT PIPE WIRING SYSTEM:

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

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 fan point with M.S. fan box in 1.5mm² copper conductor cable.


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.

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.

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.



Wiring in 1.5mm² copper conductor cable for bed control switch upto ceiling-rose but without bed-switch and flexible wire.

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:-

CSR-1987 [Re-print]


1 2 3

I. Wiring fan point in 1.5mm² copper conductor cable. EachII.

EachIII. Wiring call-bell point in 1.5mm² copper conductor cable.

EachIV.

EachV.

EachVI.

Each31.04B VII.

EachVIII.

EachIX.

Each31.05 DISMANTLING WIRING POINTS:

I. Light, fan or call-bell point. EachII. Wall socket point. Each

31.06 A Deleted

31.06 B

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. Metre

31.07 A&B Deleted

31.08 A Deleted

31.08 B


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.

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.

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.



Wiring in 1.5mm² copper conductor cable for bed control switch upto ceiling-rose but without bed-switch and flexible wire.

Dismantling old wiring points (not recessed) including necessary repairs to wall etc.:

MAINS & SUB-MAINS IN P.V.C CASING & CAPPING:

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:-

Supply & erection of P.V.C. casing and capping as required.

P.V.C INSULATED (Unsheathed) COPPER CONDUCTOR 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:-

CSR-1987 [Re-print]


1 2 3

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

(i) to (vi) Deleted

31.09 Vii

MetreViii.

MetreIX.

MetreDeleted

31.10 LAYING OF UNDER GROUND CABLES:

31.10 A

I.

Metre II.

Metre III.

Metre IV.

Metre V.

Metre VI.

Metre

PVC INSULATED POLYTHENE SHEATHED AND PVC INSULATED PVC SHEATHED CABLES.

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.

PVC insulated PVC sheathed copper conducter single core cable size 1.5mm2 1100 volts grade.

PVC insulated PVC sheathed copper conducter single core cable size 2.5mm2 100 volts grade.

PVC insulated PVC sheathed copper conducter single core cable size 4mm2 1100 volts grade.

(X) to (XV)

P.V.C. INSULATED ARMOURED CABLES (UNDER GROUND):

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:-

Aluminium conductor P.V.C. insulated armoured and served cable working voltage 1100volts grade (twin core) 2.5mm².

Aluminium conductor P.V.C. insulated armoured and served cable working voltage 1100volts grade (twin core) 4mm².





CSR-1987 [Re-print]


1 2 3

VII.

Metre VIII.

Metre IX.

Metre X.

Metre XI.

Metre XII.

Metre 31.10 (A) XIII.

Metre XIV.

Metre XV.

Metre XVI.

Metre XVII.

Metre XVIII.

Metre XIX.

Metre XX.

Metre XXI.

Metre XXII.

Metre XXIII.

Metre XXIV.

Metre



Aluminium conductor P.V.C. insulated armoured and served cable working voltage 1100volts grade (3core) 2.5mm².

Aluminium conductor P.V.C. insulated armoured and served cable working voltage 1100volts grade (3core) 4mm².



Aluminium conductor P.V.C. insulated armoured and served cable working voltage 1100volts grade (3core)16mm².












CSR-1987 [Re-print]


1 2 3

XXV.

Metre XXVI.

Metre XXVII.

Metre XXVIII.

Metre XXIX.

Metre XXX.

Metre 31.10 (A) XXXI.

Metre XXXII.

Metre XXXIII.

Metre XXXIV.

Metre XXXV.

Metre XXXVI.

Metre XXXVII.

Metre XXXVIII.

Metre XXXIX.

Metre XL.

Metre XLI.

Metre XLII.

Metre


Aluminium conductor P.V.C. insulated armoured and served cable working voltage 1100volts grade (3½ core) 25mm².







Aluminium conductor P.V.C. insulated armoured and served cable working voltage 1100volts grade (3½core) 185mm².










CSR-1987 [Re-print]


1 2 3

31.10 B

I.

Metre II.

Metre III.

Metre IV.

Metre 31.10 (B) V.

Metre VI.

Metre VII.

Metre VIII.

Metre IX.

Metre X.

Metre XI.

Metre XII.

Metre XIII.

Metre XIV.

Metre XV.

Metre XVI.

Metre

P.V.C. INSULATED ARMOURED CABLES (LOOSE-IN THE EXISTING TRENCH OR PIPE):

Supply & laying of aluminium conductor P.V.C. insulated armoured and served cable to be laid loose in the existing trench or pipe:-

Aluminium conductor P.V.C. insulated armoured and served cable working voltage 1100volts grade (twin core) 2.5mm².












Aluminium conductor P.V.C. insulated armoured and served cable working voltage 1100volts grade (3core)16mm².




CSR-1987 [Re-print]


1 2 3

XVII.

Metre XVIII.

Metre XIX.

Metre XX.

Metre XXI.

Metre XXII.

Metre 31.10 (B) XXIII.

Metre XXIV.

Metre XXV.

Metre XXVI.

Metre XXVII.

Metre XXVIII.

Metre XXIX.

Metre XXX.

Metre XXXI.

Metre XXXII.

Metre XXXIII.

Metre XXXIV.

Metre



















CSR-1987 [Re-print]


1 2 3

XXXV.

Metre XXXVI.

Metre XXXVII.

Metre XXXVIII.

Metre XXXIX.

Metre XL.

Metre 31.10 (B) XLI.

Metre XLII.

Metre 31.10 C

I.

Metre II.

Metre III.

Metre IV.

Metre V.

Metre VI.

Metre VII.

Metre VIII.

Metre









P.V.C. INSULATED UN-ARMOURED CABLES (ON SURFACE):

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:-

P.V.C. insulated P.V.C. sheathed aluminium conductor un-armoured (Twin core) cable of size 2.5mm².

P.V.C. insulated P.V.C. sheathed aluminium conductor un-armoured (Twin core) cable of size 4mm².







CSR-1987 [Re-print]


1 2 3

IX.

Metre X.

Metre XI.

Metre XII.

Metre XIII.

Metre XIV.

Metre 31.10C XV.

Metre XVI.

Metre XVII.

Metre XVIII.

Metre XIX.

Metre XX.

Metre XXI.

Metre XXII.

Metre XXIII.

Metre XXIV.

Metre XXV.

Metre XXVI.

Metre

P.V.C. insulated P.V.C. sheathed aluminium conductor un-armoured (3core) cable of size 2.5mm².

P.V.C. insulated P.V.C. sheathed aluminium conductor un-armoured (3core) cable of size 4mm².
















P.V.C. insulated P.V.C. sheathed aluminium conductor un-armoured (3½core) cable of size 25mm².

CSR-1987 [Re-print]


1 2 3

XXVII.

Metre XXVIII.

Metre XXIX.

Metre XXX.

Metre XXXI.

Metre XXXII.

Metre 31.10C XXXIII.

Metre XXXIV.

Metre XXXV.

Metre XXXVI.

Metre XXXVII.

Metre XXXVIII.

Metre XXXIX.

Metre XL.

Metre XLI.

Metre XLII.

Metre XLIII.

Metre XLIV.

Metre












P.V.C. insulated P.V.C. sheathed aluminium conductor un-armoured (4core) cable of size 2.5mm².







CSR-1987 [Re-print]


1 2 3

XLV.

Metre 31.10 D

31.10D

I.

Metre II.

Metre III.

Metre 31.10D IV.

Metre V.

Metre VI.

Metre VII.

Metre VIII.

Metre IX.

Metre X.

Metre XI.

Metre XII.

Metre XIII.

Metre XIV.

Metre XV.

Metre


P.V.C. INSULATED UN-ARMOURED CABLE (LOOSE-IN THE EXISTING TRENCH OR PIPE):

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:

Aluminium conductor P.V.C. insulated P.V.C. sheathed un-armoured cable working voltage 1100volts grade (twin core) 2.5mm².

Aluminium conductor P.V.C. insulated P.V.C. sheathed un-armoured cable working voltage 1100volts grade (twin core) 4mm².







Aluminium conductor P.V.C. insulated P.V.C. sheathed un-armoured cable working voltage 1100volts grade (3core) 2.5mm².

Aluminium conductor P.V.C. insulated P.V.C. sheathed un-armoured cable working voltage 1100volts grade (3core) 4mm².






CSR-1987 [Re-print]


1 2 3

XVI.

Metre XVII.

Metre XVIII.

Metre XIX.

Metre XX.

Metre XXI.

Metre 31.10D XXII.

Metre XXIII.

Metre XXIV.

Metre XXV.

Metre XXVI.

Metre XXVII.

Metre XXVIII.

Metre XXIX.

Metre XXX.

Metre XXXI.

Metre XXXII.

Metre XXXIII.

Metre











Aluminium conductor P.V.C. insulated P.V.C. sheathed un-armoured cable working voltage 1100volts grade (3½core) 25mm².








CSR-1987 [Re-print]


1 2 3

XXXIV.

Metre XXXV.

Metre XXXVI.

Metre XXXVII.

Metre XXXVIII.

Metre XXXIX.

Metre 31.10D XL.

Metre XLI.

Metre XLII.

Metre XLIII.

Metre XLIV.

Metre XLV.

Metre 31.10 E

I.

Metre II.

Metre III.

Metre IV.

Metre





Aluminium conductor P.V.C. insulated P.V.C. sheathed un-armoured cable working voltage 1100volts grade (4core) 2.5mm².








P.V.C INSULATED ARMOURED CABLE (ON SURFACE):

Supply and laying of P.V.C. insulated P.V.C. sheathed aluminium conductor armoured cable working voltage upto and including 1100volts grade (on surface) as required:-

P.V.C. insulated P.V.C. sheathed aluminium conductor armoured (Twin core) cable of size 2.5mm².

P.V.C. insulated P.V.C. sheathed aluminium conductor armoured (Twin core) cable of size 4mm².



CSR-1987 [Re-print]


1 2 3

V.

Metre VI.

Metre VII.

Metre VIII.

Metre IX.

Metre X.

Metre XI.

Metre XII.

Metre 31.10E XIII.

Metre XIV.

Metre XV.

Metre XVI.

Metre XVII.

Metre XVIII.

Metre XIX.

Metre XX.

Metre XXI.

Metre XXII.

Metre XXIII.

Metre XXIV.

Metre XXV.

Metre XXVI.

Metre XXVII.

Metre XXVIII.

Metre





P.V.C. insulated P.V.C. sheathed aluminium conductor armoured (3core) cable of size 2.5mm².

P.V.C. insulated P.V.C. sheathed aluminium conductor armoured (3core) cable of size 4mm².
















P.V.C. insulated P.V.C. sheathed aluminium conductor armoured (3½core) cable of size 25mm².



CSR-1987 [Re-print]


1 2 3

XXIX.Metre

XXX.Metre

XXXI.

Metre XXXII.

Metre XXXIII.

Metre XXXIV.

Metre XXXV.

Metre XXXVI.

Metre 31.10E XXXVII.

Metre XXXVIII.

Metre XXXIX.

Metre XL.

Metre XLI.

Metre XLII.

Metre 31.10 F P.V.C INSULATED ARMOURED CABLE (FLUSHED):

I.

Metre II.

Metre III.

Metre IV.

Metre















Supply and laying of P.V.C. insulated P.V.C. sheathed aluminium conductor armoured cable working voltage upto and including 1100volts grade (flushed in wall) etc. including the cost of cutting & filling chases as required:-

P.V.C. insulated P.V.C. sheathed aluminium conductor armoured (Twin core) cable of size 2.5mm².




CSR-1987 [Re-print]


1 2 3

V.

Metre VI.

Metre VII.

Metre VIII.

Metre IX.

Metre X.

Metre XI.

Metre XII.

Metre XIII.

Metre XIV.

Metre 31.10F XV.

Metre XVI.

Metre XVII.

Metre XVIII.

Metre XIX.

Metre XX.

Metre XXI.

Metre XXII.

Metre XXIII.

Metre XXIV.

Metre XXV.

Metre XXVI.

Metre XXVII.

Metre XXVIII.

Metre

























CSR-1987 [Re-print]


1 2 3

XXIX.Metre

XXX.Metre

XXXI.

Metre XXXII.

Metre XXXIII.

Metre XXXIV.

Metre XXXV.

Metre XXXVI.

Metre XXXVII.

Metre 31.10F XXXVIII.

Metre XXXIX.

Metre XL.

Metre XLI.

Metre XLII.

Metre 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















Supply & erection of pipe for wiring purposes including bends, inspection boxes etc., where necessary including painting as required:-

CSR-1987 [Re-print]


1 2 3

XIII.Metre

XIV.Metre

XV.Metre

XVI.Metre

XVII.Metre

XVIII.

Metre XIX.

Metre XX.

Metre XXI.

Metre XXII.

Metre XXIII.

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.

Metre h.

Metre i.

Metre j.

Metre k.

Metre l.

Metre XXIV.

a. Size 20mm dia. Metre b. Size 25mm dia. Metre c. Size 40mm dia. Metre

XXV.

Heavy gauge welded conduit pipe (1.60mm thick) 20mm dia. (on surface). Heavy gauge welded conduit pipe (1.60mm thick) 25mm dia. (on surface).

Heavy gauge welded conduit pipe (1.60mm thick) 32mm dia. (on surface).



Heavy gauge welded conduit pipe (1.60mm thick) 20mm dia. (flushed).





Galvanised iron flexible pipe complete with sockets, nipples & check-nuts etc., at both ends (upto 1metre):-

Supply and erection of galvanised iron flexible pipe 15mm dia. (As additional length).






Supply and Erection of flexible/pliable non-metallic conduit complete with compression glands, having locking arrangement, check-nuts as required upto ½metre length:-

Supply and erection of flexible/ pliable non-metallic conduit without compression glands and check nuts (As additional length beyond ½metre):-

CSR-1987 [Re-print]


1 2 3

a. Size 20mm dia. Metre b. Size 25mm dia. Metre c. Size 40mm dia. Metre

31.12 SHEET METAL/IRON CLAD SWITCHES :

I.Each

II.Each

III.Each

IV.Each

V.Each

VI.Each

VII.Each

31.12 VIII.Each

IX.Each

X.Each

XI.Each

XII.Each

XIII.Each

XIV.Each

XV.Each

Deleted

XIXEach

XX.Each

XXI.Each

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 double pole switch 16Amp. 240volts.








Sheet metal/ iron clad triple pole switch 16Amp. 415volts.







XVI to XVIII

Sheet metal/ iron clad triple pole switch with neutral -link 16Amp. 415volts.



CSR-1987 [Re-print]


1 2 3

XXII.Each

XXIII.Each

XXIV.Each

XXV.Each

31.13 SHEET METAL/ IRON CLAD CHANGE-OVER SWITCH :

I.Each

II.Each

III.Each

IV.Each

V.Each

VI.Each

VII.Each

VIII.Each

31.13 IX.Each

X.Each

XI.Each

XII.Each

XIII.Each

XIV.Each

XV.Each

XVI.Each

XVII.Each

XVIII.Each

XIX.Each





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 double pole change-over switch 16Amp. 415volts.





Sheet metal/ iron clad triple pole change-over switch 16Amp. 415volts.








Sheet metal/ iron clad four pole change-over switch 16Amp. 415volts.






CSR-1987 [Re-print]


1 2 3

XX.Each

XXI.Each

31.14 IRON CLAD AIR CIRCUIT-BREAKERS:

I.

EachII.

EachIII.

EachIV.

Each31.15 Deleted

31.16 MINIATURE CIRCUIT BREAKERS/ ISOLATORS:

31.16 I.

EachII.

EachIII.

EachIV.

EachV.

EachVI.

EachVII.

EachVIII.

Each



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 :-

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.

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 contacts complete.

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 contacts complete.

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 contacts complete.

Supply and erection of Miniature circuit breaker/Isolator, including connections etc:-

Miniature circuit breaker single pole 5, 7.5, 10, 15, 16, 20, 25 and 30Amp. suitable for 240/415volts 50cycles A.C. supply.

Miniature circuit breaker single pole 32Amp. suitable for 240/415volts 50cycles A.C. supply.

Miniature circuit breaker single pole 40, 50, 63Amp. suitable for 240/415volts 50cycles A.C. supply.

Miniature circuit breaker single pole with neutral link 32Amp. suitable for 240/415volts 50cycles A.C.supply.

Miniature circuit breaker single pole with neutral link 40, 50, 63Amp. suitable for 240/415volts 50cycles A.C. supply.

Miniature circuit breaker double pole 5, 7.5, 10, 15, 16, 20, 25 and 30Amp. suitable for 240/415volts 50cycles A.C. supply.

Miniature circuit breaker double pole 32Amp. suitable for 240/415volts 50cycles A.C. supply.

Miniature circuit breaker double pole 40, 50, 63Amp. suitable for 240/415volts 50cycles A.C. supply.

CSR-1987 [Re-print]


1 2 3

IX.

EachX.

EachXI.

EachXII.

EachXIII.

EachXIV.

EachXV.

EachXVI.

EachXVII.

EachXVIII.

EachXIX.

EachXX.

EachXXI.

EachXXII.

EachXXIII.

Each31.16 XXIV.

EachXXV.

EachXXVI.

Each31.17

I.

Each

Miniature circuit breaker triple pole 5, 7.5, 10, 15, 16, 20,25 and 30Amp. suitable for 240/415volts 50cycles A.C. supply.

Miniature circuit breaker triple pole 32Amp. suitable for 240/415volts 50cycles A.C. supply.

Miniature circuit breaker triple pole 40, 50, 63Amp. suitable for 240/415volts 50cycles A.C. supply.

Miniature circuit breaker triple pole with neutral link 5, 7.5, 10, 15, 16, 20, 25 and 30Amp. suitable for 240/415volts 50cycles A.C. supply.

Miniature circuit breaker triple pole with neutral link 32Amp. suitable for 240/415volts 50cycles A.C.supply.

Miniature circuit breaker triple pole with neutral link 40, 50, 63Amp. suitable for 240/415volts 50cycles A.C. supply.

Miniature circuit breaker/ isolator single pole 32Amp. suitable for 240/415volts 50cycles A.C.supply.



Miniature circuit breaker/ isolator double pole 32Amp. suitable for 240/415volts 50cycles A.C.supply.



Miniature circuit breaker/ isolator triple pole 32Amp. suitable for 240/415volts 50cycles A.C.supply.



Miniature circuit breaker/ isolator four pole 32Amp. suitable for 240/415volts 50cycles A.C.supply.



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:-

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.

CSR-1987 [Re-print]


1 2 3

II.

EachIII.

EachIV.

EachV.

EachVI.

EachVII.

EachVIII.

EachIX.

EachX.

Each31.17 XI.

EachXII.

EachXIII.

Each

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, double pole oneway each.

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, triple/ four pole oneway each.

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, 4way each.




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.

Sheet metal 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 and single pole M.C.B's for out going 4way each.



Sheet metal 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 and single pole M.C.B's for out going 12way each

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.

CSR-1987 [Re-print]


1 2 3

XIV.

EachXV.

EachXVI.

EachXVII.

EachXVIII.

EachXIX.

EachXX.

EachXXI.

Each31.18 SHEET METAL BUS-BAR CHAMBERS (COPPER STRIPS):

31.18

I.

Each

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 8way each.

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 12way each.

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.

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.

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.




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 :-

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.

CSR-1987 [Re-print]


1 2 3

II.

EachIII.

EachIV.

EachV.

EachVI.

EachVII.

EachVIII.

Each31.18 IX.

EachX.

EachXI.

Each



Sheet metal Bus-Bar chamber suitable for 100Amp. 415volts capacity with 4 copper strip bus-bars each of length 300mm and cross-sectional area (25.4mm x 3.17mm) enclosure having overall dimensions (380mm x 400mm x 150mm) nominal.








CSR-1987 [Re-print]


1 2 3

XII.

EachXIII.

EachXIV.

EachXV.

EachXVI.

EachXVII.

EachXVIII.

EachXIX.

Each31.18 XX.

EachXXI.

Each











CSR-1987 [Re-print]


1 2 3

XXII.

EachXXIII.

EachXXIV.

EachXXV.

EachXXVI.

EachXXVII.

EachXXVIII.

EachXXIX.

EachXXX.

Each31.18 Deleted

31.19 A




Sheet metal Bus-Bar chamber suitable for 500/630Amp. 415volts capacity with 4 copper strip bus-bars each of length 450mm and cross-sectional area (50.80mm x 6.35mm) enclosure having overall dimensions (530mm x 600mm x 300mm) nominal.




Sheet metal Bus-Bar chamber suitable for 500/630Amp. 415volts capacity with 4 copper strip bus-bars each length 1500mm and cross-sectional area (50.80mm x 6.35mm) enclosure having overall dimensions (1580mm x 600mm x 300mm) nominal.


XXXI. to XLV.

SHEET METAL BUS-BAR CHAMBERS (ALUMINIUM STRIPS):

CSR-1987 [Re-print]


1 2 3

I.

EachII.

EachIII.

EachIV.

EachV.

EachVI.

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:-

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.






CSR-1987 [Re-print]


1 2 3

31.19 VII.

EachVIII.

EachIX.

EachX.

EachXI.

EachXII.

EachXIII.

EachXIV.

EachXV.

Each










CSR-1987 [Re-print]


1 2 3

31.19 XVI.

EachXVII.

EachXVIII.

EachXIX.

EachXX.

EachXXI.

EachXXII.

EachXXIII.

EachXXIV.

Each










CSR-1987 [Re-print]


1 2 3

31.19 XXV.

EachXXVI.

EachXXVII.

EachXXVIII.

EachXXIX.

EachXXX.

EachDeleted

31.19 B OVER-HEAD (TRUNKING) BUS-BAR CHAMBERS:

I.

(a)

Each(b)

Each







XXXI. to

XLIII.

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:-

Over head Bus-bar chamber 200Amp. 415volts (T.P.N.) with 4No. Aluminium Alloy or wrought Aluminium strips of cross-section (38mmx6mm).

Over head Bus-bar chamber 300Amp. 415volts (T.P.N.) with 4 No. Aluminium Alloy or wrought Aluminium strips of cross-section (51mmx6mm).

CSR-1987 [Re-print]


1 2 3

(c)

Each31.19B II.

EachIII.

(a)Each

(b)Each

(c)Each

IV. Supply and erection of 4 wire conduit end covers:-

(a)Each

(b)Each

(c)Each

V. Supply and erection of blank end covers :-

(a)Each

(b)Each

(c)Each

VI.

(a)Each

(b)Each

(c)Each

VII.

(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.

Over head Bus-bar chamber 400Amp. 415volts (T.P.N.) with 4 No. Aluminium Alloy or wrought Aluminium strips of cross-section (63mmx6mm).

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.

Supply and erection of Adopter boxes without S/F but with stands, cable boxes and glands :-

Suitable for 200Amp. 415volts (T.P.N.) Bus-bar chamber.



Suitable for 200Amp. 415volts (T.P.N.) over head Bus-bar chamber.






Supply and erection of connector housing complete with cable box for 3½core cable:-




Supply and erection of Plug –In – Box T.P.N. with suitable H.R.C. fuses and conduit cable gland as required :-

Supply and erection of Tap – Off – Boxes with H.R.C. fuses & moulded fuse fittings including connections etc., as required :-

CSR-1987 [Re-print]


1 2 3

16Amp. 415volts (T.P.N.) 4way. Each16Amp. 415volts (T.P.N.) 6way. Each32Amp. 415volts (T.P.N.) 4way. Each32Amp. 415volts (T.P.N.) 6way. Each

31.19B 63Amp. 415volts (T.P.N.) 2way. Each63Amp. 415volts (T.P.N.) 4way. Each63Amp. 415volts (T.P.N.) 6way. Each100Amp. 415volts (T.P.N.) 4way. Each100Amp. 415volts (T.P.N.) 6way. Each

IX.

Suitable for 16Amp. 415volts H.R.C. fuses. EachSuitable for 32Amp. 415volts H.R.C. fuses. EachSuitable for 63Amp. 415volts H.R.C. fuses. EachSuitable for 100Amp. 415volts H.R.C. fuses. EachSuitable for 200Amp. 415volts H.R.C. fuses. Each

X.

(38mm x 6mm) for 200Amp. 415volts O.H.B.B.C. Metre (51mm x 6mm) for 300Amp. 415volts O.H.B.B.C. Metre (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. EachII. Size (124cm x 40cm) nominal. EachIII. Size (190cm x 30cm) nominal. EachIV. Size (190cm x 40cm) nominal. EachV. Size (124cm x 63cm) nominal. EachVI. Size (190cm x 63cm) nominal. EachVII. Size (124cm x 86cm) nominal. EachVIII. Size (190cm x 86cm) nominal. Each

31.20 B METAL BOARDS:

I. Size (27cm x 22cm ) nominal. EachII. Size (39cm x 28cm ) nominal. Each

(a)

(b)

(c)

(d)

(e)

VIII. (f)

(g)

(h)

(i)

Supply and erection of Tap–Off–Boxes (T.P.N.) with H.R.C. fuses and moulded fuse fittings including connections as required :-

(a)

(b)

(c)

(d)

(e)

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)

(b)

(c)

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 :-

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 :-

CSR-1987 [Re-print]


1 2 3

III. Size (54cm x 40cm ) nominal. EachIV. Size (71cm x 42.5cm) nominal. EachV. Size (71cm x 60cm ) nominal. EachVI. Size (22cm x 24cm ) nominal. EachVII. Size (24cm x 26cm ) nominal. Each

31.20 (B) VIII. Size (24cm x 29cm ) nominal. EachIX. Size (24cm x 38cm ) nominal. EachX. Size (23cm x 29cm ) nominal. EachXI. Size (30cm x 32cm ) nominal. EachXII. Size (30cm x 41cm ) nominal. EachXIII. Size (30cm x 46cm ) nominal. EachXIV. Size (57cm x 22cm ) nominal. EachXV. Size (57cm x 28cm ) nominal. EachXVI. Size (57cm x 35cm ) nominal. EachXVII. Size (65cm x 26cm ) nominal. EachXVIII. Size (65cm x 33cm ) nominal. EachXIX. Size (65cm x 40cm ) nominal. EachXX. Size (34cm x 38cm ) nominal. EachXXI. Size (36cm x 45cm ) nominal. EachXXII. Size (42cm x 50cm ) nominal. EachXXIII. Size (50cm x 60cm ) nominal. EachXXIV. Size (60cm x 62cm ) nominal. EachXXV. Size (62cm x 71cm ) nominal. EachXXVI. Size (64cm x 82cm ) nominal. EachXXVII. Size (85cm x 100cm ) nominal. Each

Deleted

Deleted

31.20 C

I.

EachII.

EachIII.

Each31.20 D SHEET METAL CUBICAL PEDESTAL :

XXVIII.(a to u)

XXIX.(a to u)

FLOOR MOUNTED FIXED TYPE METAL FRAME/ BOARDS:

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 :-

Metal frame 1480mm long, 500mm wide, covered with M.S. Sheet 3mm thick (950mm x 500mm) from top.



CSR-1987 [Re-print]


1 2 3

31.20 (D)

I.Each

II.Each

31.20 E

I.Each

II.Each

III.Each

IV.Each

V.Each

VI.Each

VII.Each

VIII.Each

IX.Each

X.Each

XI.Each

XII.Each

XIII.Each

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

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 :-

Cubical Size 900mm high, 600mm wide and 350mm deep.

Cubical Size 1200mm high, 900mm wide and 350mm deep.

FLOOR MOUNTED FIXED TYPE METAL FRAME/ BOARDS :

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 :-

Metal frame 172cm long, 22cm wide covered with M.S. sheet 3mm thick (27cm x 22cm) from top.



Metal frame 216cm long, 42.5cm wide covered with M.S. sheet 3mm thick (71cm x 42.5cm) from top.










CSR-1987 [Re-print]


1 2 3

31.20E XIV.Each

XV.Each

XVI.Each

XVII.Each

XVIII.Each

XIX.Each

XX.Each

XXI.Each

XXII.Each

XXIII.Each

XXIV.Each

XXV.Each

XXVI.Each

XXVII.Each

31.21 Deleted

31.22 Deleted

31.23 EARTHING OF METALLIC CASES ETC.:

I.

Metre II.

Metre III.

Metre IV.

Metre V.

Metre VI.

Metre















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.

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.

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.

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.

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.

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.

CSR-1987 [Re-print]


1 2 3

VII.

Each 31.23 VIII.

Each IX.

Each X.

Each XI.

Each XII. a.

Each

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).

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).

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).

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).

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).

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.

CSR-1987 [Re-print]


1 2 3

b.

Each 31.23 c.

Each XIII.

Metre XIV. a.

Metre b.

Metre XV. a.

Metre b.

Metre c.

Metre d.

Metre e.

Metre f.

Metre XVI. a.

Metre b.

Metre c.

Metre Deleted

31.24 SUPPLY AND ERECTION OF FITTINGS: I. Deleted



Bonding to earth with 4mm dia. G.I. wire behind casing or fixed with stapples on wall.

Bonding to earth with 2.24mm dia. Bare aluminium wire run on pyma–wood batton between P.V.C. cables.

Bonding to earth with 2mm dia. Bare copper wire run on pyma-wood batton between P.V.C. cables.

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.

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.

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.

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 on surface including painting etc.

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 flushed.

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.

Supply and erection of 20mm x 3mm thick Copper Tape (As additional length).



XVII. (a to h)

CSR-1987 [Re-print]


1 2 3

II. a.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.Each

XIII.Each

XIV. Supply & erection of Bulk head fitting “German type”. Each XV. Deleted

XVI. a.

Each b.

Each XVII. a.

Each b.

Each

Supply and erection of Ceiling–rose bakelite surface type.

Bell-Push surface/ flush piano type with 4.25m flexible twin 16/ 0.20mm (0.5mm²) wire.

Bed-Switch surface/ flush piano type with 4.60m flexible twin 16/ 0.20mm (0.5mm²) wire.

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).

Erection only of 1x 20/ 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 both ends including 24/0.20mm (0.75mm²) flexible twin wire for connecting the tube to the adjacent light point including supply and erection of conduit pipe, flanges, flexible wire & petty material required for the same (Upto 3.65metre height).

Erection only of 1x 20/ 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 supply and erection of conduit pipe, flanges, flexible cables & petty material required for the same (Above 3.65metre height).

Erection only of 1 x20/ 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 both ends including 24/ 0.20mm (0.75mm²) flexible twin wire for connecting the tube to the adjacent light point including supply and erection of conduit pipe, flanges, flexible cables & petty material required for the same (Above 3.65metre height).

CSR-1987 [Re-print]


1 2 3

XVIII. a.

Each b.

Each 31.24 XIX. Deleted

XX. Deleted

XXI. a.

Each b.

Each XXII. Deleted

31.25 PAINTING INCLUDING LABOUR & MATERIAL: I.

Each II.

Each III.

(a). 7m Overall length. Each (b). 8m Overall length. Each (c). 9m Overall length. Each (d). 10m Overall length Each IV.

(a). 4m Overall length. Each (b). 6.1m Overall length. Each V.

Each

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).

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).

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.

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.

Painting of Ceiling fan complete with blades, canopy, suspension rod and regulator with two coats of approved paint (with brush).

Painting rod pendant off sizes with two coats of approved paint.

Painting Steel Tubular pole with cross arms with two coats of aluminium or other approved paint:-

Painting of Galvanised iron pipe pole including street light bracket with two coats of aluminium or other approved paint:-

Painting house service pipe complete with cross arms with two coats of aluminium or other approved paint.

CSR-1987 [Re-print]


1 2 3

VI. a.

Each b.

Metre VII. a.

Each b.

Metre VIII.

Sq. Mtr.31.25 IX.

Metre 20mm dia.G.I. pipe & conduit pipe 25mm dia. Metre 25mm dia.G.I. pipe & conduit pipe 32mm dia. Metre 32mm dia.G.I. pipe & conduit pipe 40mm dia. Metre 40mm dia.G.I. pipe & conduit pipe 50mm dia. Metre G.I. Pipe 50mm dia. Metre G.I. Pipe 65mm dia. Metre G.I. Pipe 80mm dia. Metre G.I. Pipe 100mm dia. Metre

31.26 CARRIAGE & ERECTION OF FANS :

I.

Each II.

Each III. a.

Each b.

Each IV. a.

Each b.

Each c.

Each

Painting of Casing & Capping of light/ fan or call bell point including mains & submains with two coats of suitable paint (Excluding plug control).

Painting of Casing & Capping with two coats of an approved paint (As extra length).

Painting of light/ fan or call bell points in P.V.C. sheathed wiring system including mains & submains (Excluding plug control).

Painting of P.V.C. sheathed wiring system with two coats of an approved paint (As extra length).

Painting of wood or metal surface with two coats of an approved paint.

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.

(b)

(c)

IX. (d)

(e)

(f)

(g)

(h)

(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.

Carriage of Table fan from local railway station or local P.W.D. office to site for erection.

Carriage from local railway station or local P.W.D. office to site of an Exhaust fan including erection of the same.

Carriage from local railway station or local P.W.D. office to site of Cabin fan including erection of the same.

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.


Making suitable size hole in the wall for 380mm sweep Exhaust fan including finishing the same to the satisfaction of the Enginee–in–Charge of the work.

CSR-1987 [Re-print]


1 2 3

d.

Each e.

Each V. a.

Each b.

Each c.

Each 31.26 d.

Each e.

Each VI.

Each 31.27 REPAIR & REWINDING OF FANS :

31.27 I. a.

Each b.

Each c.

Each d.

Each e.

Each f.

Each



Providing & Fixing 38.1cm x 38.1cm wooden frame 32mm thick 50mm wide of Deodar wood for 230mm sweep Exhaust fan.

Providing & Fixing 45.72cm x 45.72cm wooden frame 32mm thick, 50mm wide of Deodar wood for 300mm sweep Exhaust fan.


Providing & Fixing 60cm x 60cm wooden frame 32mm thick, 50mm wide of Deodar wood for 450mm sweep Exhaust fan.


Carriage of Pedestal fan from local Government store/ office to site for erection.

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.

Full Stator rewinding of a Ceiling Fan (ondensor type) of 1200mm sweep, including cleaning & insulating the stator slots, sleeving, soldering, wrapping of cotton tape, varnishing, re-assembling & testing etc., complete.

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.

Full Stator rewinding of a Ceiling Fan (Condensor type) of 1800mm sweep, including cleaning & insulating the stator slots, sleeving, soldering, wrapping of cotton tape, varnishing, re–assembling & testing etc., complete.

Replacement of a Single Stator coil of a Ceiling Fan (Condensor type) of 900mm sweep including connections, providing insulation, varnishing, re–assembling & testing etc.


CSR-1987 [Re-print]


1 2 3

g.

Each h.

Each II. a.

Each b.

Each 31.27 c.

Each d.

Each e.

Each f.

Each III. a.

Each b.

Each c.

Each

Replacement of a Single Stator coil of a Ceiling Fan (Condensor type) of 1400mm/ 1500mm sweep including connections, providing insulation, varnishing, re–assembling & testing etc.


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.

Full Stator rewinding of a Ceiling Fan (Non-Condensor type) of 1400mm sweep, including cleaning & insulating the stator slots, sleeving, soldering, wrapping of cotton tape, varnishing, re-assembling & testing etc.,complete.

Full Stator rewinding of a Ceiling Fan (Non-Condensor type) of 1500mm sweep, including cleaning & insulating the stator slots, sleeving, soldering, wrapping of cotton tape, varnishing, re-assembling & testing etc., complete.

Replacement of a Single Stator coil of a Ceiling Fan (Non-Condensor type) of 1200mm sweep including connections, providing insulation, varnishing, re–assembling & testing etc., complete.



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.

Full Stator rewinding of an Exhaust Fan (Condensor type) of 230mm/ 300mm sweep, 1400 R.P.M. including cleaning & insulating the stator slots, sleeving, soldering, wrapping of cotton tape, varnishing, re–assembling & testing etc., complete.

Full Stator rewinding of an Exhaust Fan (Condensor type) of 380mm sweep, 900 R.P.M.including cleaning & insulating the stator slots, sleeving, soldering, wrapping of cotton tape, varnishing, re–assembling & testing etc., complete.

CSR-1987 [Re-print]


1 2 3

d.

Each e.

Each f.

Each g.

Each 31.27 h.

Each i.

Each III. j.

Each k.

Each l.

Each IV. a.

Each b.

Each V. a.

Each

Full Stator rewinding of an Exhaust Fan (Condensor type) of 380mm sweep, 1400 R.P.M. including cleaning & insulating the stator slots, sleeving, soldering, wrapping of cotton tape, varnishing, re–assembling & testing etc., complete.

Full Stator rewinding of an Exhaust Fan (Condensor type) of 450mm sweep, 900 R.P.M. including cleaning & insulating the stator slots, sleeving, soldering, wrapping of cotton tape, varnishing, re – assembling & testing etc., complete.




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.

Replacement of a Single Stator coil of a Exhaust Fan (Condensor type) of 380mm sweep (Any R.P.M.) including connections, providing insulation, varnishing, re–assembling & testing etc.

Replacement of a Single Stator coil of a Exhaust Fan (Condensor type) of 450mm sweep (Any R.P.M.) including connections, providing insulation, varnishing, re–assembling & testing etc.

Replacement of a Single Stator coil of a Exhaust Fan (Condensor type) of 610mm sweep (Any R.P.M.) including connections, providing insulation, varnishing, re-assembling & testing etc.

Full Stator rewinding of a Table/ Pedestal Fan (Condensor type) of 1440 R.P.M. of any sweep, including cleaning & insulating the stator slots, sleeving, soldering, wrapping of cotton tape, varnishing, re–assembling & testing etc., complete.

Full Stator rewinding of a Table/ Pedestal Fan (Condensor type) of 2800 R.P.M. of any sweep, including cleaning & insulating the stator slots, sleeving, soldering, wrapping of cotton tape, varnishing, re–assembling & testing etc., complete.

Replacement of a Ball–bearing of a Ceiling fan including greasing, re–assembling & testing etc.

CSR-1987 [Re-print]


1 2 3

b.Each

c.

Each d.

Each e.

Each f.

Each g.

Each h. Replacement of a Rubber reel. Each i.

Each j.

Each 31.27 k.

Each l.

Each m.

Each n.

Each o. Replacement of Speed regulator knob. Each p.

Each V. q.

Each r.

Each s.

Each t.

Each u.

Each 31.28 OVER-HEAD DISTRIBUTION:

I. a. Labour for dismantling steel tubular or G.I. pipe pole. Each b.

Each II. Dismantling of anchor rod complete. Each

Replacement of a Bush–bearing of any fan including turning, oiling, re – assembling and testing etc.

Replacement of a Thrust–bearing (Small size) of any fan including oiling, greasing, re-assembling & testing etc.

Replacement of a Thrust–bearing (Large size) of any fan including oiling, greasing, re-assembling & testing etc.

Providing & Fixing locking/ split pins in ceiling fans of any size including drilling of holes re –assembling & testing etc.

Replacement of Blade–shank of suitable size of a Ceiling fan with screws, nuts, spring washers etc., as required.

Replacement of Hanger–shackle with nuts, bolts & split pin for a ceiling fan of any size.

Replacement of a Fan–socket for a Ceiling fan including drilling of holes for split–pin etc.

Replacement of a Fan condensor (2 to 2.5) micro–farad complete with connections & testing etc.

Replacement of a Fan condensor (3) micro–farad complete with connections & testing etc.




Replacement of Speed regulator rotary switch without knob including connections & testing etc.

Replacement of Speed regulator resistance coils including connections & testing etc.

Replacement of Speed regulator china plates complete with nuts and screws etc.

Replacement of complete assembly of Speed regulator resistance coils wound on china plates duly insulated with mica sheet.

Painting of a Ceiling fan complete with blades, canopy, suspension rod and speed regulator (with spray painting) complete.

Painting of a Ceiling fan complete with blades, canopy, suspension rod and speed regulator (with stove enamelled paint) complete.

Labour for dismantling pre-stressed cement concrete pole.

CSR-1987 [Re-print]


1 2 3

III. a.

Each b.

Each c.

Each d.

Each e.

Each 31.28 f.

Each IV.

Each V.

Each VI. a.

Each b.

Each VI. c.

Each d.

Each e.

Each f.

Each g.

Each h.

Each

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.

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.

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.

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).

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).

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.

Supply and erection of bracket steel channel 75mm x 40mm (2 line).

Supply and erection of bracket steel channel 75mm x 40mm (4 line).

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.

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.

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.

Supply and erection of Strain insulator as required at site.

Supply and erection of Cradle guard suitable for 2 lines over head line as required at site

Supply and erection of Cradle guard suitable for 4 lines over head line as required at site.

Supply and erection of Hexagonal guard suitable for 2 lines over head line (Vertical distribution) as required at site.

Supply and erection of Hexagonal guard suitable for 4 lines over head line (Vertical distribution) as required at site.

CSR-1987 [Re-print]


1 2 3

VII.

Each VIII.

Each IX.

Each X.

Each XI.

Each XII.

Each XIII.

Each XIV.

Each 31.28 XV. a.

Each b.

Each XVI.

Kg.XVII.

Kg.XVIII.

Each XIX.

Kg.XX. a.

Kg.b.

Kg.XX. c.

Kg.d.

Kg.e.

Kg.f.

Kg.

Supply and erection of stay for house service pipe complete with straining screw 7/1.6mm G.I. stay wire.

Erection only of anchor rod for pole in cement concrete 1:3:6 but excluding cost of anchor rod.

Supply and erection of cast iron reel size 75mm x 50mm dia.

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.

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

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.

Supply and erection of lightning arrestor horn type complete with 100mm x 65mm pin insulator, spindle and brass metal parts heavy type.

Supply and erection of shackle insulator (medium) with fixing bolts and nuts.

Supply and erection of 100mm x 65mm pin insulator complete with G.I. spindle and nuts etc.

Supply and erection of 100mm x 80mm pin insulator complete with G.I. spindle and nuts etc.

Supply and erection of G.I. wire No. 8S.W.G. (4mm dia.) above on pole including binding wire.

Binding of shackle or copper wire joint with bare copper binding wire.

Binding of cast iron reel or G.I. wire joint with G.I. binding wire (2.16mm dia).

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.

Supply and erection of A.C.S.R. (7/2.11mm to 7/3mm dia.) including

Supply and erection of A.C.S.R. (7/3.35mm dia. &above) including binding of insulator with binding wire.

Supply and erection of A.A.C. conductor (7/1.96mm to 7/3.10mm dia.) including binding of insulator with binding wire.

Supply and erection of A.A.C. conductor (7/3.40mm dia & above) including binding of insulator with binding wire.

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.

Erection only of A.C.S.R. (7/2.11mm to 7/3mm dia.) including binding of insulator with binding wire.

CSR-1987 [Re-print]


1 2 3

g. Kg.

h. Kg.

i. Kg.

XXI. Pair

XXII.

Each XXIII.

Metre XXIV.

Each XXV.

Metre 31.28 XXVI.

Metre XXVII.

Metre XXVIII.

Metre XXIX.

Metre XXX.

Metre

Erection only of A.C.S.R. (7/3.35mmdia and above) including binding of insulator with binding wire.

Erection only of A.A.C (7/1.96mmto 7/3.10mm) including binding of insulator with binding wire.

Erection only of A.A.C (7/3.40mmdia and above) including binding of insulator with binding wire.

Supply and erection of G.I. shackle straps with 11.25cm long bolts and nuts.

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.

Supply and erection of additional length of house service G.I. pipe 50mm dia.

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.

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).

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 2.5mm² (1/1.80mm).

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 4mm² (1/2.24mm).




CSR-1987 [Re-print]


1 2 3

XXXI.

Metre XXXII.

Each XXXIII. Supply and erection of ‘EYE’ rag bolts 22.5cm x 16mm.

Each XXIV.

Each 31.28 XXXV.

a.Each

b.

Each c.

Each

Wiring over-head line in two single core cable with aluminium conductor, insulated with P.V.C. and polythene sheathed over-all 1100volts grade on G.I. wire 4mm dia. With brass/ aluminium link clips cable size 25mm² (7/2.24mm).

Supply and erection of ‘D’ iron clamp 50mm x 6mm flat iron complete with fixing bolts and nuts including making holes in pole.

Dismantling of house service pipe complete with channel brackets including necessary repair to the entire satisfaction of Engineer-In-Charge.

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:-

4metre long having nominal bore dia 65mm, planting depth 80cm with pit depth 95cm.

6.1metre long having nominal bore dia 80mm, planting depth 120cm with pit depth 135cm.

6.1metre long having nominal bore dia 100mm, planting depth 120cm with pit depth 135cm.

CSR-1987 [Re-print]


1 2 3

XXXVI.

a.

Each b.

Each 31.28 c.

Each d.

Each e.

Each

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:-

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.

Overall length 8metre, with planting depth 1.5metre, length of sections 4.5metre, 1.75metre and 1.75metre (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 83kg with base plate 12mm thick and about 30cm dia.

Overall length 8.5metre, with planting depth 1.5metre, length of sections 5metre, 1.75metre and 1.75metre (Bottom, Middle and Top respectively), Outer dia and thickness of sections139.7mm x 5.40mm,114.3mmx 4.50mm and 88.9mm x 3.25mm (Bottom, Middle and Top respectively) with approximate weight 129kg with base plate 12mm thick and about 30cm dia.

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.

Overall length 9.5metre, with planting depth 1.8metre, length of sections 5metre, 2.25metre and 2.25metre (Bottom, Middle and Top respectively), Outer dia. and thickness of sections165.1mm x 4.85mm, 139.7mm x 4.5mm and 114.3mm x 3.65mm (Bottom, Middle and Top respectively) with approximate weight 160kg with base plate 12mm thick and about 30cm dia.

CSR-1987 [Re-print]


1 2 3

Each XXXVI. g.

XXXVI. g.

Each 31.28 (ii)

Each (iii)

Each

XXXVI. f. Overall length 10metre, with planting depth 1.8metre, length of sections 5.20metre, 2.40metre and 2.40metre (Bottom, Middle and Top respectively), Outer dia. and thickness of sections165.1mm x 4.85mm,139.7mm x 4.5mm and 114.3mm x 3.65mm (Bottom, Middle and Top respectively) with approximate weight 168kg with base plate 12mm thick and about 30cm dia.

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

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, 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 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.

Overall length 8metre, with planting depth 1.5metre, length of sections 4.5metre, 1.75metre and 1.75metre (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 approx. weight 83kg with base plate 12mm thick and about 30cm dia. in case of pole conforming to I.S. 2713 (Part I to III)/ 1980.

Overall length 8.5metre, with planting depth 1.5metre, length of sections 5metre, 1.75metre and 1.75metre (Bottom, Middle and Top respectively), Outer dia and 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 conforming to I.S. 2713 (Part I to III)/ 1980.

CSR-1987 [Re-print]


1 2 3

Each (v)

Each (vi)

Each XXXVII. Deleted

Deleted

XXXIX.

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.

Each b.

Each

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 conforming to I.S. 2713 (Part I to III)/ 1980.

Overall length 9.5metre, with planting depth 1.8metre, length of sections 5metre, 2.25metre and 2.25metre (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 160kg with base plate 12mm thick and about 30cm dia. in case of pole conforming to I.S. 2713 (Part I to III)/ 1980.

Overall length 10metre, with planting depth 1.8metre, length of sections 5.2metre, 2.4metre and 2.4metre (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 168kg with base plate 12mm thick and about 30cm dia. in case of pole conforming to I.S. 2713 (Part I to III)/ 1980.

XXXVIII.(a to e)

Supply and erection of G.I. pipe along the pole for protection of under ground cables (up to 3metre in length) :-

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.

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.

CSR-1987 [Re-print]


1 2 3

XLI. c.

Each d.

Each e.

Each f.

Each g.

Each 31.29 MISCELLANEOUS:-

I. Metre

31.29 II.Metre

III. Supply and erection of Girder clamp for ceiling fan. Each IV.

Each V.

Metre VI.

Metre VII. to X. Deleted

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.

Supply and erection of 40mm dia x 2.9metre long G.I. pipe bracket of required shape for mounting a 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.

Supply and erection of 40mm dia x 1.22metre long G.I. pipe bracket of required shape for mounting a 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 Engineer–in–charge at site.

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 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 Engineer–in–charge at site.

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.

Supply and erection of 20mmdia G.I. suspension rod for ceiling fan.

Supply and erection of 15mmdia G.I. suspension rod for ceiling fan.

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.

Supply and erection of additional length of ‘T’section steel for girder strut including painting as required.

Laying under ground cable 1metre below ground level covered with sand and bricks.

CSR-1987 [Re-print]


1 2 3

XI.

Each XII.

Each XIII. Writing caution notice in three languages. JobXIV.

JobXV.

Each XVI.

Each XVII. a.

Each b.

Each XVIII. a.

Each b.

Each XIX. Numbering of Ceiling/ Exhaust fans as required. Each XX.

(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.

Each b.

Each 31.29 XXII.

(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.

(a). Up to 2.5mm ² cable. Each

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.

Supply and erection of special beam clamp including supply of suspension hook for fan.

Supply and erection of Shock restoration chart in glass frame.

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.

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.

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.

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.

Supply and erection of 12mm dia, 30cm long Mild steel rod made in suitable fan suspension hook “S” type.

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.

Supply and erection of S.W./ G.I./ C.I./ M.S. pipe across the road including remetalling the same to the original form :-

Supply and erection of Kit-kat fuse unit 16Amp. 240volts in the existing M.S./ C.I. box (Including connections).

Supply and erection Kit-kat fuse unit 32Amp. 240volts in the existing M.S./ C.I. box (Including connections).

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 :-

Supply and erection of suitable compression type cable socket–gland for under ground cable:-

CSR-1987 [Re-print]


1 2 3

(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

31.31 LIGHTNING CONDUCTOR :

I. a.Each

b. Supply only of 25mm dia.G.I. rod (Extra length). Metre II.

Metre III.

Metre IV.

JobV.

Each 31.32

31.32 I. a.

Each I. b.

Each II. Wiring light point in 1.5mm² Copper conductor cable. Each

Supply and erection of 25mm dia., 0.91meter long tapered in to a point at the top (G.I. rod).

Erection only of G.I. 7/ 10S.W.G. (10mm dia.) stranded flexible lightning conductor wire including supply of suitable iron clamps.

Supply and erection of G.I. 7/10S.W.G. (10mm dia.) stranded flexible lightning conductor wire including supply of suitable iron clamps.

Providing stranded watering tank (30cm x 30cm x 30cm) complete with 3mm thick galvanised iron plate cover provided with chain & locking arrangement.

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.

RECESSED CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES:

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:-

Wiring Fan point without fan box in 1.5mm² Copper conductor cable with step type electronic fan regulator 100watts.

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.

CSR-1987 [Re-print]


1 2 3

III.

Each IV.

Each V.

Each VI.

Each VII.

Each 31.33

I. a.

Each 31.33 I. b.

Each II. Wiring light point in 1.5mm² Copper conductor cable. Each

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).

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.

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.

Wiring 6pin 6/16/20Amp. 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.

Wiring light point in 1.5mm2 copper conductor cable with double control switches.

RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES:

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:-

Wiring Fan point without fan box in 1.5mm² Copper conductor cable with step type electronic fan regulator 100watts.

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.

CSR-1987 [Re-print]


1 2 3

III.

Each IV.

Each V.

Each VI.

Each VII.

Each 31.34 A

I.

Each II.

Each III.

Each 31.34 IV.

Each

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).

Wiring 5pin 6Amp. Wall socket (Shuttered) point in 1.5mm²copper conductor cable complete with bonding to existing earth with 1mm² PVC insulated (Unsheathed) flame retardant single core multistrand copper conductor cable.

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.

Wiring 6pin 6/16/20Amp. 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.


SWITCH DISCONNECTOR FUSE UNIT (Without Sheet Enclosure):

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.




CSR-1987 [Re-print]


1 2 3

V.

Each VI.

Each VII.

Each VIII.

Each IX.

Each X.

Each 31.34 XI.

Each

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.







CSR-1987 [Re-print]


1 2 3

XII.

Each XIII.

Each XIV.

Each 31.34 B

I.

Each II.

Each III.

Each




SWITCH DISCONNECTOR FUSE UNIT (With Sheet Enclosure):

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.



CSR-1987 [Re-print]


1 2 3

31.34 (B) IV.

Each V.

Each VI.

Each VII.

Each VIII.

Each IX.

Each


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.





CSR-1987 [Re-print]


1 2 3

31.34 (B) X.

Each XI.

Each XII.

Each XIII.

Each XIV.

Each 31.35 A

I.

Each






ON LOAD CHANGEOVER SWITCH (Without Sheet Enclosure)

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 with G.I. Bolts, Nuts & Connection on both sides of switch with sutiable size of Thimbles.

CSR-1987 [Re-print]


1 2 3

II.

Each 31.35 (A) III.

Each IV.

Each V.

Each VI.

Each VII.

Each VIII.

Each IX.

Each 31.35 B









ON LOAD CHANGEOVER SWITCH (With Sheet Enclosure):

CSR-1987 [Re-print]


1 2 3

I.

Each 31.35 (B) II.

Each III.

Each IV.

Each V.

Each VI.

Each

Supply and erection of 125Amp. 415Volts, 50Hz. Four Pole On Load Change over Switch with advance neutral UNIT in sheet enclosure on the existing surface confirms to IS:13947 (Part 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 the existing earth.






CSR-1987 [Re-print]


1 2 3

VII.

Each VIII.

Each 31.35 (B) IX.

Each 31.36 A

I.

Each II.

Each III.

Each IV.

Each V.

Each




MOULDED CASE CIRCUIT BREAKER: (Fixed type thermal and Magnetic setting)

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.

Supply and erection of 125Amp. 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.




CSR-1987 [Re-print]


1 2 3

VI.

Each VII.

Each VIII.

Each IX.

Each 31.36A X.

Each XI.

Each XII.

Each XIII.

Each 31.36 B

I.

Each II.

Each









MOULDED CASE CIRCUIT BREAKER:(Fixed Type Magnetic Setting & Adjustable thermal setting)

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.

Supply and erection of 125Amp. 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.

CSR-1987 [Re-print]


1 2 3

III.

Each IV.

Each V.

Each VI.

Each 31.36 (B) VII.

Each VIII.

Each IX.

Each X.

Each XI.

Each XII.

Each




Supply and erection of 25-100Amp. 415volts Breaking Capacity 35KA 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.





Supply and erection of 315-400Amp 415volts Breaking Capacity 35KA 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.

Supply and erection of 500-630Amp 415volts Breaking Capacity 35KA 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.

CSR-1987 [Re-print]


1 2 3

XIII.

Each 31.36 C

I.

Each II.

Each III.

Each 31.36 (C) IV.

Each V.

Each VI.

Each VII.

Each VIII.

Each IX.

Each


MOULDED CASE CIRCUIT BREAKER:(Fixed Type Magnetic Setting & Adjustable thermal setting)

Supply and erection of 25-100Amp. 415volts Breaking Capacity 25 KA Four Pole MCCB unit (Fixed Type Magnetic Setting & Adjustable thermal setting) (Panel mounting Cubical type) in the existing Cubical Panel Confirms to IEC:60947-II.

Supply and erection of 125Amp. 415volts Breaking Capacity 25 KA Four Pole MCCB unit (Fixed Type Magnetic Setting & Adjustable thermal setting) (Panel mounting Cubical type) in the existing Cubical Panel Confirms to IEC:60947-II.




Supply and erection of 25-100Amp. 415volts Breaking Capacity 35KA Four Pole MCCB unit (Fixed Type Magnetic Setting & Adjustable thermal setting) (Panel mounting Cubical type) in the existing Cubical Panel Confirms to IEC:60947-II.

Supply and erection of 125Amp. 415volts Breaking Capacity 35KA Four Pole MCCB unit (Fixed Type Magnetic Setting & Adjustable thermal setting) (Panel mounting Cubical type) in the existing Cubical Panel Confirms to IEC:60947-II.



CSR-1987 [Re-print]


1 2 3

X.

Each XI.

Each XII.

Each XIII.

Each

31.37

31.37 I.

Each II.

Each III.

Each IV.

Each V.

Each


Supply and erection of 315-400Amp.415volts Breaking Capacity 35KA Four Pole MCCB unit (Fixed Type Magnetic Setting & Adjustable thermal setting) (Panel mounting Cubical type) in the existing Cubical Panel Confirms to IEC:60947-II.

Supply and erection of 500-630Amp. 415volts Breaking Capacity 35KA Four Pole MCCB unit (Fixed Type Magnetic Setting & Adjustable thermal setting) (Panel mounting Cubical type) in the existing Cubical Panel Confirms to IEC:60947-II.


SHEET METAL DOUBLE DOOR DISTRIBUTION BOARDS FOR (M.C.B'S/ISOLATORS):

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.




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.

CSR-1987 [Re-print]


1 2 3

VI.

Each VII.

Each VIII.

Each IX.

Each 31.37 X.

Each XI.

Each 31.38 A RESIDUAL CURRENT CIRCUIT BREAKER:

I.

Each II.

Each III.

Each




Supply and Erction of Sheet Metal Double Door 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 Isolators or cubical switch for incoming & single pole M.C.B's for outgoing 4way each including bonding to existing earth.



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 existing earth.

Supply and Erection of Residual current circuit breaker double pole 32/40Amp., Sensitivity 30mA, Suitable for 240/415volts 50 cycles A.C. Supply, including bonding to existing earth.

Supply and Erection of Residual current circuit breaker double pole 63Amp., Sensitivity 30mA, Suitable for 240/415volts 50 cycles A.C. Supply, including bonding to existing earth.

CSR-1987 [Re-print]


1 2 3

IV.

Each V.

Each VI.

Each VII.

Each VIII.

Each IX.

Each X.

Each 31.38A XI.

Each XII.

Each 31.38 B RCBO

I.

Each II.

Each III.

Each

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 bonding to existing earth.

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 bonding to existing earth.

Supply and Erection of Residual current circuit breaker double pole 63Amp., Sensitivity 100/300mA, Suitable for 240/415volts 50 cycles A.C. Supply, including bonding to existing earth.

Supply and Erection of Residual current circuit breaker four pole 16/25Amp., Sensitivity 30mA, Suitable for 240/415volts 50 cycles A.C. Supply, including bonding to existing earth.

Supply and Erection of Residual current circuit breaker four pole 32/40Amp., Sensitivity 30mA, Suitable for 240/415volts 50 cycles A.C. Supply, including bonding to existing earth.

Supply and Erection of Residual current circuit breaker four pole 63Amp., Sensitivity 30mA, Suitable for 240/415volts 50 cycles A.C. Supply, including bonding to existing earth.

Supply and Erection of Residual current circuit breaker four pole 16/25Amp., Sensitivity 100/300mA, Suitable for 240/415volts 50 cycles A.C. Supply, including bonding to existing earth.

Supply and Erection of Residual current circuit breaker four pole 32/40Amp., Sensitivity 100/300mA, Suitable for 240/415volts 50 cycles A.C. Supply, including bonding to existing earth.

Supply and Erection of Residual current circuit breaker four pole 63Amp., Sensitivity 100/300mA, Suitable for 240/415volts 50 cycles A.C. Supply, including bonding to existing earth.

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.

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.


CSR-1987 [Re-print]


1 2 3

IV.

Each V.

Each VI.

Each VII.

Each VIII.

Each 31.39 EARTHING OF METALLIC CASES ETC. (COPPER EARTHING):

31.39 I.

Each II.

Each III.

Each


Supply and Erection of RCBO (Earth Leakage, Overload & Short Circuit Protection Device) double pole 16/25Amp. Sensitivity 100/300mA, Suitable for 240/415volts 50 cycles A.C. Supply, including bonding to existing earth.

Supply and Erection of RCBO (Earth Leakage, Overload & Short Circuit Protection Device) double pole 32Amp. Sensitivity 100/300mA, Suitable for 240/415volts 50 cycles A.C. Supply, including bonding to existing earth.



Earthing of Sheet metal/ iron clad switches and metallic cases etc., with (20mm x 3mm) thick copper tape rivetted to (30 cm x 120 cm x 3mm thick) tinned copper plate (made cylindrical) burried 10metre 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 13metre in length .



CSR-1987 [Re-print]


1 2 3

IV.

Each V.

Each VI.

Each 31.39 VII.

Each VIII.

Each IX.

Each




Earthing of Sheet metal/ iron clad switches and metallic cases etc., with (32mm x 3mm) thick copper tape rivetted to (30 cm x 120 cm x 3mm thick) tinned copper plate (made cylindrical) burried 10metre 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 13metre in length.



CSR-1987 [Re-print]


1 2 3

X.

Each Note :- Rates of item No. 31.32 to 31.39 are based on September 2008.

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.

CSR-1987 [Re-print]

CHAPTER NO. 31

Through rate

4

129.00

111.00

112.00

31.00

69.00

45.00

54.00

149.00

22.00

CSR-1987 [Re-print]

Through rate

4

142.00

170.00

110.00

126.00

85.00

48.00

65.00

50.00

159.00

31.00

CSR-1987 [Re-print]

Through rate

4

119.00

104.00

99.00

71.00

29.50

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

CSR-1987 [Re-print]

Through rate

4

2.10

3.10

4.80

6.85

10.30

18.00

1.60

2.40

3.90

34.00

34.00

37.00

41.00

48.00

52.00

CSR-1987 [Re-print]

Through rate

4

59.00

73.00

35.00

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

CSR-1987 [Re-print]

Through rate

4

361.00

62.00

81.00

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

CSR-1987 [Re-print]

Through rate

4

19.00

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

CSR-1987 [Re-print]

Through rate

4

81.00

96.00

113.00

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

CSR-1987 [Re-print]

Through rate

4

260.00

313.00

406.00

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

CSR-1987 [Re-print]

Through rate

4

16.00

17.00

19.00

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

CSR-1987 [Re-print]

Through rate

4

55.00

70.00

89.00

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

CSR-1987 [Re-print]

Through rate

4

72.00

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

CSR-1987 [Re-print]

Through rate

4

55.00

72.00

85.00

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

CSR-1987 [Re-print]

Through rate

4

223.00

245.00

298.00

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

CSR-1987 [Re-print]

Through rate

4

36.00

41.00

53.00

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

CSR-1987 [Re-print]

Through rate

4

100.00

117.00

142.00

178.00

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

CSR-1987 [Re-print]

Through rate

4

41.00

46.00

54.00

68.00

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

CSR-1987 [Re-print]

Through rate

4

101.00

117.00

143.00

173.00

198.00

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

CSR-1987 [Re-print]

Through rate

4

9.90

12.00

16.50

22.00

36.00

13.00

15.50

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

CSR-1987 [Re-print]

Through rate

4

5.10

6.60

13.00Category A

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

For Brands Confirming to I.S. Standard

(duly approved)

CSR-1987 [Re-print]

Through rate

4

699.00

1290.00

1584.00

2886.00

126.00

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

CSR-1987 [Re-print]

Through rate

4

2424.00

2834.00

21219.00

29390.00

22028.00

31099.00

86.00

87.00

109.00

178.00

216.00

196.00

197.00

241.00

CSR-1987 [Re-print]

Through rate

4

292.00

292.00

355.00

386.00

387.00

456.00

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

CSR-1987 [Re-print]

Through rate

4

55.00

182.00

55.00

221.00

228.00

281.00

319.00

622.00

774.00

815.00

1018.00

635.00

CSR-1987 [Re-print]

Through rate

4

828.00

1030.00

206.00

244.00

333.00

402.00

580.00

1903.00

158.00

CSR-1987 [Re-print]

Through rate

4

266.00

355.00

274.00

324.00

406.00

590.00

691.00

349.00

475.00

614.00

CSR-1987 [Re-print]

Through rate

4

828.00

1030.00

711.00

762.00

800.00

914.00

1123.00

776.00

839.00

943.00

CSR-1987 [Re-print]

Through rate

4

1205.00

1345.00

2155.00

1133.00

1197.00

1288.00

1622.00

2267.00

2925.00

CSR-1987 [Re-print]

Through rate

4

153.00

255.00

331.00

217.00

293.00

331.00

CSR-1987 [Re-print]

Through rate

4

514.00

603.00

267.00

361.00

431.00

562.00

701.00

382.00

464.00

CSR-1987 [Re-print]

Through rate

4

528.00

636.00

838.00

586.00

713.00

797.00

991.00

1162.00

1649.00

CSR-1987 [Re-print]

Through rate

4

880.00

957.00

1073.00

1211.00

1407.00

1913.00

1092.00

1202.00

CSR-1987 [Re-print]

Through rate

4

1372.00

48.00

1116.00

1326.00

1575.00

279.00

303.00

327.00

84.00

91.00

100.00

818.00

842.00

874.00

359.00

419.00

551.00

1309.00

CSR-1987 [Re-print]

Through rate

4

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

778.00

695.00

977.00

110.00

134.00

CSR-1987 [Re-print]

Through rate

4

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

522.00

631.00

704.00

CSR-1987 [Re-print]

Through rate

4

1112.00

1914.00

202.00

226.00

275.00

318.00

364.00

198.00

201.00

207.00

218.00

206.00

220.00

234.00

241.00

CSR-1987 [Re-print]

Through rate

4

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

23.00

27.00

24.00

27.00

29.00

33.00

CSR-1987 [Re-print]

Through rate

4

125.00

357.00

363.00

417.00

330.00

1231.00

CSR-1987 [Re-print]

Through rate

4

1353.00

1474.00

1.45

0.48

2.10

15.00

12.70

16.50

13.85

20.00

18.60

37.00

50.00

62.00

CSR-1987 [Re-print]

Through rate

4

4.40

4.90

4.80

21.50

18.50

17.50

20.00

16.00

52.00

58.00

57.00

64.00

CSR-1987 [Re-print]

Through rate

4

10.00

12.50

95.00

102.00

22.00

6.50

19.00

22.00

32.00

35.00

6.40

11.40

8.70

CSR-1987 [Re-print]

Through rate

4

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

28.50

25.00

37.00

41.00

42.00

CSR-1987 [Re-print]

Through rate

4

55.00

60.00

23.00

28.00

30.00

42.00

48.00

3.65

69.00

91.00

123.00

193.00

12.00

15.00

CSR-1987 [Re-print]

Through rate

4

19.00

26.00

123.00

160.00

211.00

17.00

22.00

29.00

62.00

95.00

84.00

CSR-1987 [Re-print]

Through rate

4

112.00

106.00

160.00

145.00

215.00

11.30

15.20

18.30

22.00

54.00

78.00

41.00

CSR-1987 [Re-print]

Through rate

4

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

45.00

36.00

45.00

16.00

CSR-1987 [Re-print]

Through rate

4

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

19.00

27.00

CSR-1987 [Re-print]

Through rate

4

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

0.90

5.40

CSR-1987 [Re-print]

Through rate

4

3.65

7.10

4.50

19.00

34.00

70.00

356.00

8.50

9.00

11.70

12.60

16.00

18.00

CSR-1987 [Re-print]

Through rate

4

23.00

16.00

7.40

8.10

389.00

643.00

1008.00

CSR-1987 [Re-print]

Through rate

4

781.00

872.00

1225.00

1443.00

1503.00

CSR-1987 [Re-print]

Through rate

4

1582.00

735.00

827.00

1174.00

CSR-1987 [Re-print]

Through rate

4

1381.00

1440.00

1520.00

226.00

318.00

501.00

5.80

9.15

136.00

31.00

CSR-1987 [Re-print]

Through rate

4

190.00

160.00

82.00

136.00

35.00

24.00

20.5017.00

113.00

35.00

16.50

CSR-1987 [Re-print]

Through rate

4

133.00

43.004.60

34.00

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

CSR-1987 [Re-print]

Through rate

4

7.40

14.00

17.00

21.00

23.50

30.50

60.00

99.00

137.00

25.00

4.55

9.60

111.00

203.00

990.00

1097.00

741.00

CSR-1987 [Re-print]

Through rate

4

974.00

608.00

349.00

359.00

1120.00

722.00

803.00

505.00

CSR-1987 [Re-print]

Through rate

4

737.00

467.00

322.00

350.00

814.00

1257.00

1773.00

3646.00

3784.00

CSR-1987 [Re-print]

Through rate

4

1366.00

1998.00

3843.00

4333.00

3906.00

5828.00

6901.00

CSR-1987 [Re-print]

Through rate

4

9173.00

11300.00

18306.00

1813.00

2221.00

4255.00

CSR-1987 [Re-print]

Through rate

4

4397.00

2230.00

2877.00

5104.00

5567.00

6882.00

CSR-1987 [Re-print]

Through rate

4

7430.00

8967.00

11280.00

13441.00

21552.00

6658.00

CSR-1987 [Re-print]

Through rate

4

7236.00

8818.00

12488.00

13156.00

19159.00

22700.00

32567.00

53348.00

CSR-1987 [Re-print]

Through rate

4

8865.00

10269.00

10996.00

15085.00

16074.00

23316.00

CSR-1987 [Re-print]

Through rate

4

27266.00

38979.00

66532.00

2506.00

3664.00

2880.00

3872.00

4565.00

CSR-1987 [Re-print]

Through rate

4

5421.00

6639.00

10120.00

5224.00

6100.00

6567.00

7499.00

11302.00

3112.00

3604.00

CSR-1987 [Re-print]

Through rate

4

3788.00

4453.00

5050.00

3844.00

3964.00

5482.00

6588.00

10164.00

12368.00

15116.00

CSR-1987 [Re-print]

Through rate

4

18894.00

4393.00

6042.00

6854.00

8669.00

10498.00

4427.00

5049.00

6810.00

9106.00

CSR-1987 [Re-print]

Through rate

4

12309.00

16455.00

17741.00

24764.00

699.00

923.00

1204.00

1466.00

1835.00

CSR-1987 [Re-print]

Through rate

4

2261.00

2800.00

3835.00

4222.00

5337.00

6818.00

1349.00

1422.00

1916.00

CSR-1987 [Re-print]

Through rate

4

1312.00

1400.00

1835.00

1726.00

1748.00

1993.00

1661.00

1690.00

1946.00

1217.00

1275.00

1330.00

CSR-1987 [Re-print]

Through rate

4

1630.00

1272.00

1338.00

1378.00

1711.00

9155.00

12337.00

15519.00

CSR-1987 [Re-print]

Through rate

4

10012.00

13797.00

17582.00

11213.00

15844.00

20475.00

CSR-1987 [Re-print]

Through rate

4

5001.00Rates of item No. 31.32 to 31.39 are based on September 2008.

CSR-1987 [Re-print]

CHAPTER NO. 32

HIRE CHARGES OF MACHINERY

Notes :-

1 These rates are applicable to Departmental works only.

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.

CSR-1987 [Re-print]

CHAPTER NO. 33

HORTICULTURE

Notes :-

(i)

(ii)

(iii) The labour rates include the cost of water charges.

(iv)

(v)

(vi)


1 2 333.1

Cum.

33.2

100 Sqm.

33.3

100 Sqm.

33.4

100 Sqm.

33.5100 Sqm.

33.6

100 Sqm.

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.

Stacks of well decayed farm yard manure 32.5 cm in height, shall be measured and paid for 30 cm height.

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.

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

Supplying at site of work well decayed farm yard manure, from approved source, including screening and stacking.

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.

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.

CSR-1987 [Re-print]


1 2 333.7

100 Sqm.

33.8

100 Metre

33.9100 Metre

33.10

(i) Hole 1.2 metres dia and 1.2 metres deep. Each

(ii) Hole 0.60 metres dia and 0.60 metres deep. Each

33.11

per meter

33.12

100 Sqm.

33.13

Each

33.14

Each

33.15

(i) A coat of coal tar Sqm.

(ii)Sqm.

Maintenance of lawns with fine grassing for the first year including watering etc.

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.

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.)

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.

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.

Two or more coats of ready mixed paint of approved quality and shade over a priming coat.

CSR-1987 [Re-print]


1 2 333.16

Each

33.17 MAINTENANCE OF THE TREE

(i) Maintenance of the tree for the Ist year including watering etc. Each

(ii) Maintenance of the tree for the 2nd year including watering etc. Each

(iii) Maintenance of the tree for the 3rd year including watering etc.Each

(iv) Maintenance of the tree for 4th & 5th year including watering etc. Each

33.18

Each

33.19Each

33.20Each

33.21

Sqm.

33.22

Sqm.

33.23

Sqm.

33.24

Sqm.

33.25

Sqm.

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.

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.

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.

CSR-1987 [Re-print]


1 2 3

33.26

Sqm.

33.27

Each

33.28

Sqm.

33.29

Sqm.

33.30

Sqm.

33.31

Each

Note :- Rates of item No. 33.21 to 33.31 are based on September 2008.

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.

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.

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.

CSR-1987 [Re-print]

CHAPTER NO. 33

HORTICULTURE

Notes :-

The labour rates include the cost of water charges.

4

49.00

42.50

52.00

50.50

84.00

123.00

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

Stacks of well decayed farm yard manure 32.5 cm in height, shall be measured and paid for 30 cm

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,

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

Through Rate

CSR-1987 [Re-print]

4

Through Rate

149.00

1084.00

506.00

10.30

1.65

2.75

93.00

125.00

277.00

29.00

44.50

CSR-1987 [Re-print]

4

Through Rate

21.50

48.00

40.00

37.00

32.00

13.50

35.50

8.30

35.00

146.00

110.00

127.00

554.00

CSR-1987 [Re-print]

4

Through Rate

231.00

655.00

65.00

219.00

63.00

1204.00

CSR-1987 [Re-print]

CHAPTER NO. 34

MISCELLANEOUS

MAINTENANCE OF BUILDINGS AND ROADS

Notes :-

(i) The rates given below are labour rates unless otherwise stated.

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


1 2 3 4 534.1

(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

Labour Rate(Rs.)

Through Rate(Rs.)

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 :--

CSR-1987 [Re-print]


1 2 3 4 5

Labour Rate(Rs.)

Through Rate(Rs.)

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 Renewing glass panes with putty and nails wherever necessary :--

(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 Renewing glass panes with wooden fillets wherever necessary :--



(c) Frosted glass panes weighing 8.44 Kg/sqm. Sqm. 11.80 84.00

34.7 Renewing glass panes and refixing existing wooden fillets-



(c) Frosted glass panes weighing 8.44 Kg/sqm. Sqm. 5.60 71.00

34.8 Supplying and fixing new wooden fillets wherever necessary.

(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 Renewal of old putty of Glass panes.

(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 --

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 :--

CSR-1987 [Re-print]


1 2 3 4 5

Labour Rate(Rs.)

Through Rate(Rs.)

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

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 (The cost of new tiles or bricks excluded within 50 metre lead)

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.

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.

CSR-1987 [Re-print]


1 2 3 4 5

Labour Rate(Rs.)

Through Rate(Rs.)

(iv) Hollock wood beams. Cum. 491.00 5069.00

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)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

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.

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).

Extra for making opening or recesses in A.C. corrugated/semi corrugated sheet roofing of girth not more than one metre.

Those exceeding 100 sq cm but not exceeding 400 sq cm in area.

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.

29973001-Final-CSR

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