New Csr2009

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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 verycomprehansive document and useful in execution of development works in Punjab. Apart from PunjabPWD this CSR is being used by number of Boards, Corporations, Public Sector Undertakings, PrivateSector Builders and Architects etc.

The CSR was first published in the year 1962 followed by revision in the year 1987. During the last 21years, CSR has not been revised. 25 Nos. Addenda and Corrigenda on CSR-1987 has been issued fromtime to time. The prices of Labour and Material have increased many fold and to update the rates, theceiling 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 slipsNo.1 to 21 and 25 (A&C slip No.22 to 24 relate to Specifications) including amendments issued in A&Cslips. Although this volume of publication contiains items of CSR-1987 the nomenclature of some itemshas been improved by making it more generic. Items which are either obsolete or are not in use has beendeleted. 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 technicalcommittees 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 valuableadvice 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 anddevelopment works.

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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.

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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 asInterim 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 thephenomenal 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 purposeunder the supervision of a Superintending Engineer, PWD B&R Branch, Patiala assisted by threeExecutive 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 Ratesobtained 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 28thJune, 1985.

The new Schedule has been compiled in one volume, thus combining all the four volumes of 1962 inone concise form for the convenience of ready reference. Volume-II of the erstwhile Schedule for "HillRegion" has become redundant as a result of reorganisation of the State during 1966. Special ratesgiving due weightage for the "Sub Mountainous Region" in the state, have been incorporated in theschedule. The Schedule now comprises the following chapters :-

Buildings and Road Works and Irrigation Workssuch as Outlets, Lining and River and CanalProtection 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 thestate PWD.

The rates given in this Schedule are for normal construction and maintenance works. For large scaleprojects, 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 thesewill continue to be operated on the basis of the previous Schedule till their completion.

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

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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 fromDera 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 Punjabupto J&K Border.

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

The schedule of Rates, 1987 is based on detailed analysis of rates for each item of work, which isalso being printed separately for office use only. The analysis of rates is a strictly confidential volumeand 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. specificationsincluding subsequent Addenda and Corrigenda issued from time to time for all chapters exceptchapter No.24 "Road work" for which the specifications of Road and Bridge work evolved by theroads wings of the Ministry of Shipping & Transport Published by the Indian Roads Congress NewDelhi, are to be adopted. The rates in respects of "Electrical Installations" Chapter 31 are based onrevised specifications, 1985.

The Executive Engineers are empowered to pass mechanical jobs like repairs to truck andtubewells 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 tomechanical works like repair of Trucks & Tubewells not included in the Schedule of Rates uptoRs.5000/- for each item; not exceeding Rs.50,000/- (Rs. Fifty thousand only) in a year. It has noconcern with non schedule items.

For the execution of works in villages and other isolated works not on main roads and involving theuse 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. Thecontractor is to be paid only on the basis of rates of premium and abatement tendered by him on thebasis Schedule of rates i.e. not taking into consideration the 10 per cent applicable weightage inceiling premium. For isolated work and works in villages, tenders for such works should be clearlyinvited on this basis. As regards classification of a work under this category, each case should beexamined 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 andno payment is due to the contractor on this account.

For such materials as timber, and electrical goods, etc., which have to be arranged by thecontractor, the entire carriage is included in the rate, irrespective of the lead. For such materialsas bricks, brick ballast, bajri, sand, stone and cinder, extra lead involved beyond 5 Km., ispayable as per carriage rates.

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

For works within municipal limits or within two kilometre periphery of municipal limits of the townand having Govt. stores, all carriage irrespective of the distance of site of work from Govt. storesof that town.

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(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 kilometresof the site of work and in case of extra lead beyond this limit, carriage is payable at ratesprovided 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 thesource 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 bricksirrespective 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 inthe Schedule of Rates for the corresponding subsequent kilometres. For this purpose thesource of bricks shall be the nearest possible working kiln or dump from where the bricks can beobtained 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 thecontractor in bringing the material to the site of work.

Unless otherwise specified, the labour rates include the cost of water, tools and plants, labour andmaterials 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 assewers, disposal works etc., the rates upto a depth of 4 metres below gound level, shall be the sameas for work in superstructure upto first floor level. For depths greater than 4 metres, additional ratesfor subsequent storeys shall be added. For works which are not deeper than 1.5 metres from groundlevel, 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 measurementbooks, 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" thesame may be considered to apply to both the regions.

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

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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.

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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.

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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.

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(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 thenearest 0.01 metre. However, rounding off thefigures shall not be applicable to conversionof basic dimensions of material and asrestricted in the P.W.D. Specifications(Punjab) enforced from time to time.(b) Area shall be worked out to the nearest0.01 sq m.(c) Cubic contents shall be worked out to

the nearest 0.01 cu m.

Length, breadth and height of stack shall bemeasured correct to a cm. suitable deductionshall be made to account for voids in loosestacking according to factor, mentioned inrelevant chapters of specifications or Schedule.

Measurements to be taken correct upto the

place of decimal, as per respective originalitems, mentioned in this para.

Supply and filling cinder on roof includinglight ramming.

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

Items of skirting and dados, including thaton 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 skirtingdoes not exceed 30 cm and where the heightof skirting exceeds 30 cm, it shall bemeasured correct to a cm.

Items of skirting and dados, including thaton risers and treads of stairs of whiteMakrana Marble, Chittor Black Marble andof Kotah Stone.

Correct to 1 mm where the height of skirtingdoes not exceed 30 cm, and where the heightof skirting exceeds 30 cm it shall bemeasured correct to a cm.

Length shall be measured correct to a cm andbreadth 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 bemeasured nearest to a cm and X-sectionaldimensions shall be measured as specified in

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

Shutters shall be measured in sqm nearest to2 places of decimal, in close position,covering the rebate of the frame. Over lap of two shutters shall not be measured. The widthand height of shutter shall be measuredcorrect to a cm.

The pelmets shall be measured along thesides and face of planking correct to a cm.

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(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 containedin the book of P.W.D. specifications, thestandard factor prescribed therein, shall betaken in calculating the consumption of steel.The change in the standard factor ispermissible only when the steel is weighed,measured, and the conversion factor isarrived at by two gazetted officers,immediately on receipt of the steel.

It is made clear that wherever standardfactors of steel do not hold good, such as for untested steel, each indent shall specifyweight, as well length in respect of eachcategory of steel, and factor shall also beworked out on each indent, so that there isabsolutely no confusion in respect of factor of untested steel.

Finished sections shall be measured inrunning metres correct to a cm and their weight calculated, on the basis of which steelis 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 bemeasured correct to 0.5 cm.

When the figure, next beyond the last figure or place, to be retained, is less than 5 the figure inthe 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 increasedby 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 sanctionedpremium, 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 & Zonalsanctioned premium. If the labour cost of work is more than Rs. 1.00 lacs, the tenders should bereferred to the Chief Engineer for acceptance.

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

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23

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

25 (a)

(b)

Issued under the Authority of

Committee 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 ZonalCommittee shall be as under:-"The percentage tendered premium/abatement shall be added to/substracted from Zonal ceilingpremium 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 with3% 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.

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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&RSchedule of Rates Cell, Patiala.

Any Technical Head of Semi Govt.Undertaking/Organisation/Corporation.

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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 OFRATE 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, Patialavide Memo No. 152-280/SRC Dt. 12.02.87.


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







A&C Slip No. 10 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala

vide Memo No. 342-484/SRC Dt. 08/09.05.90.




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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&RBranch, 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&RBranch, 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, Patialavide Memo No. 158-318/SRC Dt. 17.11.2003. (Relates to Punjab, PWDSpecifications)

A&C Slip No. 23 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patialavide Memo No. 325-485/SRC Dt. 05.02.2004. (Relates to Punjab, PWDSpecifications)

A&C Slip No. 24 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala

vide Memo No. 878-1037/SRC Dt. 24.01.2005. (Relates to Punjab, PWDSpecifications)

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Page 1 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 consideredas 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, theSuperintending Engineer shall increase the rates suitably upto maximum of 50% above theserates. This increase in rates shall be for a specified period not exceeding 3 months after which therates 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, theout put by female mazdoor may be taken as 10% less than that by male mazdoor. The extraexpenditure on account of this may be charged to the work concerned.

All inclusiveWages

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1 2 3 4

All inclusiveWages

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

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1 2 3 4

All inclusiveWages

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

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1 2 3 4

All inclusiveWages

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

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1 2 3 4

All inclusiveWages

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

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CHAPTER NO. 2

MONTHLY WAGES

Entire Chapter Deleted

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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 whichshall be obtained after calling tenders or quotations. In case of bricks and tiles, the tendered ratesshall 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 issuingcement to contractors. The issue rate for cement shall be fixed by Executive Engineer after takinginto 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 bythe firm of a long standing and repute, whose products have proved to be of special quality, byactual use, on some works. Special quality paint shall be used only, when these are speciallyprovided in the technically sanctioned estimates.

While making measurements for payment purposes, suitable deduction shall be made for voids toaccounts for loose stacking of aggregates/boulders as stipulated in the relevant specification.

Chandi-garh,

Panchkula,Devinagar,Surajpur quarry

PathankotMamoon

quary

Damtalquarry

AllDadri

quarry

Zirakpur quarry

Bharatgarh

quarry

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


(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,

Panchkula,Devinagar,Surajpur quarry

PathankotMamoon

quary

Damtalquarry

AllDadri

quarry

Zirakpur quarry

Bharatgarh

quarry

Materials for buildings and Road

Water borne stone aggregate (one

Crushed stone aggregate (For water-

Crushed stone aggregate (For builtup Spray Grout)

Crushed aggregate (For mix sealsurfacing).

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

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


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)

i Size 40 mm au e. Cum 40.00 ---- ---- ---- ---- ----



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

(i)

(i) Size 40 mm gauge. Cum 23.00 ---- ---- ---- ---- ----



Chandi-garh,

Panchkula,Devinagar,

Surajpur quarry

PathankotMamoon

quary

Damtalquarry

AllDadri

quarry

Zirakpur quarry

Bharatgarh

quarry

Crushed stone aggregate (For bituminous Macadam) -

Stone ballast from quarriedstone-

Stone ballast from boulder stone-

Stones breaking into spalls, size 75

Stones breaking into ballast(excluding screening and washing)-

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(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 morethan 15 cm. deep for (b).

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(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

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(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-

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

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

Boulders including digging & collections including royalityMalkana etc.

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(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 63mmx 40mm wires raised & fixed in wooden casecomplete in all respects.

Katool Brushes (size 250mm x 63mm) of 75mmCoir raised and fixed in wooden case complete in allrespects).

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

Bricks 22.86cm x 11.11cm x 6.83cm actual hand mouldedat kiln site.

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

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(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 atP.W.D. godown.

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

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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 aluminiumMatt finish

Chromiumplated fitting

3.21(a)

TenNos.

TenNos.

TenNos.

125mm with plate175mmx32mm.

TenNos.

Sr.No.

Anodized aluminiumMatt finish

Chromiumplated fitting


TenNos.


TenNos.

TenNos.

TenNos.

TenNos.

Kicking plate 50cm long 100mm x3.15mm.

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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

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(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

3.31

Metre 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 quarryincluding royality.

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(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

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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(a) 25mm thick. Sqm 417.00




(iii) Chittor Black Marble




(iv) Jaselmer Yellow Marble




(v) Pink Makrana Marble




(vi) White Makrana Slabs



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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

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(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 Item

Unit 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 allshades.

Road marking paint (Spirit based yellow)

Roofing red grey or green ready mixed paint for corrugatedsheets.

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(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

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(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 toexpose the sand quarry up to the depth of 30 cm, if necessarywithin 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 cmdepth is necessary.

Clean, sharp and coarse sand from the following quarries (includingroyality etc.) :-

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(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 Screenedat source.

Pozzolana Surkhi manufactured from clay in 50 Kg. bags (IS1344-1968).

In sleeper s.

In sleeper s.

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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 g auge) 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.

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CHAPTER NO. 4

LOADING AND UNLOADING

Notes :-

(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)


1 2 3 4

4.1

Cum. 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 foll

should be paid at carriage rates (Chapter No. 5) for second and third chains of 30the case may be.

The following rates do not provide for any special arrangements such as provisioequipment for loading purposes. The unloading of heavy machinery or consignmentwork or special arrangements, will be done departmentally or paid for on the merit of

The rates for unloading metre gauge wagons will be 2/3rd the rates for broad gaugthe unit for measurements is specified as wagon.

While making measurements for loading, unloading or stacking suitable deductionsaccount for voids in the loose stacking according to the factors mentionedspecifications 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, unloadincontainers in which the materials are contained. For instance, if 100 tonnes of bitumunloaded in 160/200 litres drums, the net weight of bitumen will be 100 tonnes adrum will be over and above this weight. Nothing extra will be paid for the weighdrums which are supposed to be carried in addition to the bitumen with in the same r

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

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

Rate for loading into

wagons,Trucks or

boats within15 metres

lead.

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

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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

4.7

Tonne 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 bagsheight in jute bags.

Cement bags full including stacking upto 10 bags

height in paper bags .

White (or non-hydraulic) lime or kankar ( or Hydraulic) limein 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 suitabledevice is arranged by the contractor.

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

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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

4.19

100 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 pipesTonne 10.00

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

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

TruckLoad

WagonLoad

In bogies (broad gauge) 8 WheeledBogie load

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

Kerosene oil or petrol 20 litre tins including checking andweighing.

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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.

4.25

Cum. 2.00

4.26 CoalCum. 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

4.33

Tonne 3.00

4.34

Tonne 5.00

4.35 (a) 200 litres barrel full. Each 0.40

(b) Bitumen drums full . Each 0.25

4.36 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.IManhole covers, steps other castings and other ancillaryitems like lead, hemp-yarn etc.

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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 rates4.7, 4.9 to 4.11 and 4.20 to 4.24.

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5

1.75

3.50

7.00

owing rates, this

etres length as

n of mechanicalrequiring crane

each case.

wagons where

hall be made toin the relevent

and stacking of n are loaded or d weight of theof the bitumente.

hall be reduced

g these shall be

Rate for unloadingfrom wagons non-tipping trucks or boats including

clearing 1.5 metresaway from the Railor 6 metres away

from the water edgeand excluding

stacking unless

otherwise stated.

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5




stacking unlessotherwise stated.

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

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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

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5





7.75

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5





of item No. 4.3,

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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 & STAC


1 2 3

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 stpurposes of measurements.

For carriage of materials on river choe beds, 23 percent extra over the basic rates of 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 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 ratupto maximum of 30% of the rates provided for the plains, in case he is satisfied that tschedule rates are not workable.

For carriage of lengths above 6 metres of heavy steel sections like R.S. Joists, rails etc. whbe 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 croad.

Carriage rates of all materials carried in the containers include the carriage of containers inmaterials are carried. Only the net weight of material carried, is payable excluding thecontainer.

The rates for carriage of materials manually upto 0.48 K.M. and by mechanical means for lead, have been given. In case actual lead exceeds one K.M. and falls into next, full rateK.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 carriagdeduction shall be made to account for voids in loose stacking. The factor will be diff different materials and may be ascertained from the relevant specifications of that materiain chapter No. 5 of PWD specifications.

The Superintending Engineer concerned may sanction the approved rates of Truck operatin specific and emergent cases, in case he feels that the existing schedule rates are not wo

Rates f well

moure

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

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Sr. No. Description Unit Rates f well

moure

(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 holecovers, steps and other castings and ancillary miscellaneousitems like lead, hemp yarn etc.

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

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moure

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.

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moure

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.Imanhole covers, steps and other castings and ancillarymiscellaneous items like lead, hemp yarn etc.

41.0 K.M and above

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moure

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

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moure

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

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moure

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 5.50Tonnes)

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

Cement asbestos pipes 80mm to 150 mm i/d (Truck load6.25 tonnes)

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moure

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 load4.50 tonnes)

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moure

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 load6.75 tonnes)

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moure

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

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moure

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 6.0K.M.

Donkey load upto one quintal and distance upto 10.0 K.Mexcluding 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 distanceupto 8.0 K.M

Add for every K.M for distance exceeding 8.0 K.M but upto16.0 K.M in sub item (g)

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moure

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 adistance of 10 chains of 30 metres each, including loading unloadingand 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 1.50quintals to 4.0 quintals and not mounted on wheels, includingstacking.

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 to16.00 Km.

Note :- The rates under item No. 5.6 do not provide for specialcarriage arrangements like cranes, trailors etc. Carriage of machinerynot covered by this item should be paid at special rates to bedetermined after inviting quotations or tenders or the work may be gotdone by employing departmental labour.

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moure

(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

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ING

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r plains asas sub-tainousion.Per K.M

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Per K.M

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CHAPTER NO. 6

EARTH WORK

Notes :-

(i)

(ii)

(iii)

(iv)

(v)

Sr. No. 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 3be multiplied by 10 and from 3.61 metres to 6.0 metres, it will be squared and multiplie

beyond 6.0 metres it will be multiplied by 20. No cross leads what-so-ever shall be mpaid for.

Rehandling of earth work and gravel work :-- The rates of rehandling of recently depositand gravel work after excavation will be 20 percent less on excavation rates. Earth wbefore monsoon season which has had a full monsoon on it, will be considered as awork for excavation.

Measurement of lift :-- The lift shall be measured from the centre of gravity of the excavthat of placed earth. This shall constitute the mean lift for that section. When earth hasover spoil bank and dumped beyond it, the mean lift would be the difference in levelscentre 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 leaexceeds 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 certificrevenue authorities that the contractor has paid compensation to the land owners. The cof earth is not an allowance, and as such it is also payable, even if the earth is br distance more than 450 metres from private land, subject to production of a certificate,above. However, no compensation is payable, when the earth is borrowed from Govt. La

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

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

Basket work with combined lead upto 7.50 metresundressed.

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

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

Kassi work undressed involving an average horizontalthrow upto 2.0 metres and an average vertical lift upto0.5 metre including breaking of clods.

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Rate

1 2 3 4

(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 15metres including breaking of clods.

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

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

Note :- For leads beyond 450 metres earth work shall bepayable 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 includesexcavation and all other allowances provided in this

chapter on earth work except those provided under itemNo. 6.2 (f) and (g).

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

Extra for wet earth work from level of sub soil water upto30 cm above.

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

Wetness allowance shall be payable only after obtainingthe 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 theSuperintending Engineer on recommendation by theExecutive Engineer.

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Rate

1 2 3 4

(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 tothe Superintending Engineer for decision who may allowmaximum 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 excludingcost of rolling.

Extra for watering the earth/fly ash laid in 20 cm layersas 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 workexcavation shall apply --

140.00to

340.00

Note :- Slush is that which will not support a man’s weight. Therate will be paid depending upon the nature of slush after obtaining approval of the Superintending Engineer.

340.00to

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.

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Rate

1 2 3 4

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) workin excavation with occasional use of picks exclusive of compensation of earth undressed with combined lead upto15 metres with percentage of gravel or kankar :-

Note :- Wherever water is depressed by pumping, rate shall befor wet gravel work if actually wet and not for work under standing or flowing water.

Earth work in excavation in foundations, trenches etc. in allkinds of soil where pick jumper work is not involved and notexceeding 2.0 metres depth including dressing of bottom

and sides of trenches, stacking the excavated soil clear fromthe edge of excavation and subsequent filling aroundmasonry in 15 cm. layers with compaction including disposalof 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 excavatedsoil clear from the edge of excavation and subsequent fillingaround :--

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Rate

1 2 3 4

(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 occasionalblasting.

Earth filling under floors with surplus ordinary soil or soilcontaining gravel or kankar upto 40% excavated fromfoundation and taken only from outside the buildingplinth in 15 cm layers including ramming, watering andconsolidating lead upto 30 metres.

Earth filling under floors with surplus soil containing morethan 40% gravel or kankar excavated from foundationand taken only from outside the building plinth in 15 cmlayers including ramming, watering and consolidatinglead upto 30 metres.

Earth work (exclusive of compensation for earth) inexcavation in ordinary soil or soil containing gravel or kankar upto 40 % and filling in 15 cm layers infoundation and plinth including ramming, watering andconsolidating under floors with earth brought from adistance not exceeding 30 metres.

Earth work in excavation in soil containing more than40% gravel or kankar (exclusive of compensation for earth) and filling in 15 cm layers in foundation and plinthincluding ramming, watering and consolidating under

floors with earth brought from a distance not exceeding30 meters.

As per rateunder itemNo. 6.2 (c)

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Rate

1 2 3 4

(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 combinedlead of 15 metres inclusive of cost of explosive,compressed air and T&P. Rate of item

No. 7.1 to 7.10to be paidaccording totype of work

after Reducingthe rate by

10%

Earth work over roofs of one storey building with goodearth free of any admixture of foreign matter including

breaking of clods, ramming, watering, dressing andhorizontal lead upto 30 metres.


Extra for distance beyond 300 metres but upto 750metres (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 3.0metres from rail.

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

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

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Rate

1 2 3 4

(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 metresfrom rail.

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

Making new boundary road including levelling and dressing 3.0metres to 5.0 metres wide :-

The rates for item No. 6.13 are to be paid only in reacheswhere 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 supplyof sarkanda or jungle. 100 metres

Covering boundary road with 7.5 cm deep sarkanda or jungle lead beyond 300 metres to 1000 metres includingcutting 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

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Rate

1 2 3 4

(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 metresdepth.

Channels exceeding 1.5 metres but upto 2.5 metresdepth.

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Rate

5

292.00

412.00

36.00

13.50

292.00

.6 metres willd by 3.3 and

easured and

d earth workrk depositednormal earth

ated earth toto be carriedbetween the

d. If the lead

ate from theompensationught from as referred to

nd.

Sub-

MountainousRegion

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Rate

5

Sub-Mountainous

Region

600.00

16.50

11.00

223.00

114.00

57.00

69.00

137.00

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Rate

5

Sub-Mountainous

Region

343.00

53.00

48.50

452.00

--

86.00

137.00

223.00

140.00to

340.00

340.00to

452.00

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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

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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


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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 itemNo. 7.1 to 7.10to be paid

according totype of work

after Reducingthe rate by 10%


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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

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Rate

5

Sub-Mountainous

Region

157.00

230.00

350.00

30.50

60.00

80.00

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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 from3.61 metres to 6.0 metres, it will be squared and multiplied by 3.3 and beyond 6.0 metres, it will bemultiplied 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 placedrock. This shall constitute the mean lift for that section. When rock has to be carried over a spoilbank 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 aswell as sub-

mountainousregion

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

10 percentextra over

above rates

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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 theconditions 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 removingthe same within a distance of 100 metres.

The rates given below are for non-hydraulic works. For hydraulic works, which are required to bedismantled these shall be enhanced by 50 per cent. (hydraulic works are those which remainsubmerged under water for most of their lives). The items, which can be considered as hydraulicworks, 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 andall other adjuncts required for dismantling.

Rates inPlains & 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 andclay.

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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 cratematerial.

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

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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

8.11

Sqm. 1.35

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

8.13

Sqm. 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 itemNos. 8.10 and 8.11.

Dismantling cement conglomerate floors (25mm to 50mm) thick includingconcrete base.

Dismantling cement conglomerate floors (25mm to 50mm) thick withoutconcrete base.

Dismantling brick or flagged stone flooring including concrete base.

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

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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

8.33

Cum. 70.00

8.34

Metre 1.05

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

8.36

Sqm. 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) DoorsEach 4.85

(ii) Windows Each 3.25

Dismantling wire gauge with frame work including separating frame workand putting wire gauge into rolls.

Dismantling reinforced brick work including cutting, cleaning andstraightening 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.

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1 2 3 4


Region

(iii) Clerestory windows Each 1.60

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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

9.5

Sqm. 20.50 22.50 41.00 43.00

9.6

Sqm. 20.00 22.00 47.50 49.50

9.7

Sqm. 22.50 25.00 55.00 58.00

9.8Sqm. 25.00 28.00 35.50 38.00

Where-ever smooth exposed concrete finish is desired 33-1/3 percent extra on the labour ratesexcept for item No. 9.17 shall be payable. The through rates shall be increased correspondingly.

Sr.No.

Sub-mountain

ousRegions

Sub-mountain

ousRegions

Centring and shuttering for flat surface such asSuspended 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, buttrressesetc. when curved.

Centring and shuttering for sides and soffits of

beams haunching, girders, bressumers, lintels.

Centring and shuttering for stair cases with slopingsoffits 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, faciasand other similar items including edges.

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Description

Unit


Plains Plains

1 2 3 4 5 6 7

Sr.No.

Sub-mountain

ousRegions

Sub-mountain

ousRegions

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

9.19

Sqm 0.25 0.25 0.30 0.30

Shuttering for faces of concrete foundations andfoundation beams. (Vertical and battering)

Shuttering for precast plain or Reinforced Concreteof soil blocks, wall plates, bed plates, shelves, etc.(small units up to 0.07 cu.m each)

Centring and shuttering for arches of verandahopenings Per Mtr.

of clear span.

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

of clear span.

Above 3Metres Span but upto 6 Metres

Form work for cement concrete blocks, in-situ suchas staggered R.C blocks arrows and plain cementconcrete blocks.

Extra for steel shuttering pattern as specified by theEngineer-in-charge.

Sqm.of surface

area

Centring and shuttering for well curbs complete inall respects.

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

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Description

Unit


Plains Plains

1 2 3 4 5 6 7

Sr.No.

Sub-mountain

ousRegions

Sub-mountain

ousRegions

9.20

Sqm 1.00 1.00 1.00 1.00

Extra for shuttering where any single storey heightexceeds 4 metres in height for every additionalheight of 2 metres or part thereof (except for itemNo.9.17).

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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 100metres.

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

The rates given below are for hand-mixed concrete. In case mechanical mixer is employeddepartmental at Government expense, the labour as well as through rates shall be decreased byRs. 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 levelor 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 areaof the main storey of the building immediately below the said inter-floor such an inter floor shouldbe regarded as mezzanine and if plinth area of the said inter-floor exceeds this limitting figure of 40per 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 buildingstorey having such a mezzanine, therefore, the storey shall be considered for the full heightignoring the existence of the mezzanine inter-floor.

The rates given below are for both cast-in-situ and precast work. The precast work includes thecost 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 andshuttering 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 PWDSpecifications No.3.30.

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(xv) Deleted

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(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 25degrees 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) :-

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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

ThroughRate

Labour Rate

ThroughRate

Mud concrete with brick ballast 40mm gauge (inhilly 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, 0.24cum Surkhi, one cum brick ballast 30mm gauge)

Lime concrete 16:24:100 (0.16 Cum. Lime, 0.24cum Surkhi, one cum brick aggregate 20mmgauge)

Cement Concrete 1:8:16 with brick ballast40mm gauge.

Cement Concrete 1:8:16 with 40mm gaugestone aggregate.

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

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

Cement concrete 1:6:12 with brick ballast40mm gauge.

Cement Concrete 1:6:12 with 40mm gaugestone aggregate.

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

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

Cement concrete 1:5:10 with brick ballast40mm gauge.

Cement concrete 1:5:10 with 40 mm gauge

stone ballast.

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1 2 3 4 5 6 7

Labour Rate

ThroughRate

Labour Rate

ThroughRate

(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

10.10

Cum. 42.50 354.00 47.00 358.00

10.11

Cum. 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 (1Ordinary Portland Cement : 2 Fly Ash : 3

Sand : 10 Brick Ballast 40mm gauge)

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

Cement Concrete 1:4:8 with brick ballast40mm gauge.

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

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

Cement-Fly Ash Concrete 1:1.5:2.5:8 (1Ordinary 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 10.1to 10.8 for hills above when work is done in situ insmall quantities not exceeding 0.30 Cum. Per block in situ such as staggered block arrows,concrete block over inverted filters, bed platesarches etc.

Reinforced cement concrete 1:2:4 hand mixed butexcluding steel reinforcement, centering andshuttering in foundation and plinth.

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1 2 3 4 5 6 7

Labour Rate

ThroughRate

Labour Rate

ThroughRate

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 butexcluding steel reinforcement, centering and

shuttering in super structure.

Add/subtract for using excess/less cement contentin designed concrete mix for variation of cementcontent from that required for nominal cementconcrete 1:2:4.

Per Bag

Damp proof course 7.5 cm thick of cementconcrete 1: 2: 4 with two coats of bitumen 20/30penetration at 1.65 kg per Sq.m. laid hot andsanded.

Damp proof course 4 cm thick of cement concrete1: 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 concrete1:2:4 with water proofing compound as per manufacturer guide lines.

Damp proof course 2.5 cm thick of cementconcrete 1 : 2 : 4 with two coats of bitumen 20/30penetration @1.65 kg per Sqm. laid hot andsanded.

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1 2 3 4 5 6 7

Labour Rate

ThroughRate

Labour Rate

ThroughRate

10.30

Sqm. 1.05 1.05 1.15 1.15

10.31

Sqm. 0.65 0.65 0.70 0.70

10.32 Sqm. 0.65 0.65 0.70 0.70

10.33

Sqm. 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

10.40

Cum. 40.50 192.00 44.50 196.00

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

Washing concrete surface, scrubbing with brushesincluding preparing and laying slurry.

Nicking lime concrete surface.

Extra for grouting concrete between the groovesof gates including labour for shuttering.

Preparing, watering and ramming surface for laying concrete.

Reinforced cement concrete work hand mixed1:2:4 for well caps excluding steel reinforcement,but including the cost of centring and shutteringlaid in position complete in all respects inrectangular, square, polygonal, circular and allelliptical wells.

Plum cement concrete 1:8:16 with stone ballast

40mm gauge using 20% plum.

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1 2 3 4 5 6 7

Labour Rate

ThroughRate

Labour Rate

ThroughRate

10.41

Cum. 40.50 211.00 44.50 215.00

10.42

Cum. 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

10.46

Cum 6.00 6.00 6.00 6.00

10.47

Cum 20.00 20.00 20.00 20.00

10.48

Cum 3.00 3.00 3.30 3.30

Plum cement concrete 1:6:12 with stone ballast40mm gauge using 20% plum.

Plum cement concrete 1:5:10 with stone ballast40mm gauge using 20% plum.

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

Cement concrete 1:8:16 with stone ballast20 mm gauge in foundation and plinth.

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

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

Cement concrete 1:8:16 with brick ballast 32

mm gauge in foundation and plinth.

Cement Concrete 1:8:16 with stone balast32 mm guage in foundation and plinth.

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

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

Extra for mechanical mixer used by the contractor at his own cost.

Extra for vibrator used by the contractor at his owncost.

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.

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1 2 3 4 5 6 7

Labour Rate

ThroughRate

Labour Rate

ThroughRate

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

10.52

Extra 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 inheight) 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 inheight ) for every additional height of 2 metres or part thereof.

Boring, providing and installing bored cast-in-situreinforced cement concrete pile of specifieddiameter and length below the pile cap to carry asafe working load not less than specified,excluding the cost of concrete and steelreinforcement (The rates of concrete and steelreinforcement are to be taken for respective itemof chapter 10 & 18 respectively) but including thecost 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 inthe pile cap etc. all complete as per BISSpecifications/ 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.

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1 2 3 4 5 6 7

Labour Rate

ThroughRate

Labour Rate

ThroughRate

(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 Bentonitepump in case of unstable bore.

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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 100metres.

These rates are meant for small engineering works where the total quantity of Brick work does notexceed 15 cu.m. and for all building works and boundry walls. The labour rates for largeengineering works except building works and boundry walls involving more than 15 cu.m. of brickwork 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 therates 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 freeby 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 caseof compound walls and in other Engineering works, is the same as for brick work in foundation andplinth. In case of foundations of bridges, for those with ordinary open foundations, masonry abovetop of foundation concrete and in case of well foundations, above top of well cap, for a height of 1.5metres 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 centof the plinth area for the main storey of the building immediately below the said inter floor such aninter floor should be regarded as mezzanine and if plinth area of the inter floor exceeds this limitingfigure of 40 per cent than the inter floor should be regarded for purpose of item No. 11.29 of thischapter, as a regular storey. A mezzanine floor is not to be regarded as a separate additionalstorey in the structure for purpose of allowing extra rate for brick work under item No. 11.29. In thecase of a building storey having such a mezzanine, therefore the storey shall be considered for thefull 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 atby adding Rs. 10.50 and Rs. 12.50 respectively for plains zone and Rs. 12.00 and Rs. 14.00respectively 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 bepayable 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 thefoundation rates, for every additional depth of 4 metres or part there of.

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(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 7

11.1

Cum. 49.50 352.00 54.00 357.00

11.2

Cum. 70.00 372.00 77.00 379.00

11.3

Cum. 49.50 362.00 54.00 367.00

11.4

Cum. 70.00 382.00 77.00 389.00

11.5

Cum. 49.50 374.00 54.00 379.00

11.6

Cum. 70.00 394.00 77.00 401.00

11.7

Cum. 49.50 388.00 54.00 393.00

11.8

Cum. 70.00 409.00 77.00 416.00

11.9

Cum. 49.50 420.00 54.00 425.00

11.10

Cum. 70.00 440.00 77.00 447.00

The depth of foundation shall be deemed upto 1.5 metres below ground level. If the depth of foundation where no basement is to be provided is more than 1.5 metres add Rs. 8/- andRs. 8.80/- per cu.m. for plains and submountainous area, respectively, in the rates of itemsof 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 structureabove 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/- cumcorrespondingly.

Labour

Rate

Through

Rate

Labour

Rate

Through

Rate

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

First class burnt brick work laid in cement sandmortar 1:7 in first storey upto 4 metres aboveplinth level.






First class burnt brick work laid in cement sandmortor 1:4 in first storey upto 4 metres aboveplinth level.



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1 2 3 4 5 6 7

Labour Rate

ThroughRate

Labour Rate

ThroughRate

11.11

Cum. 70.00 491.00 77.00 498.00

11.12

Cum. 49.50 418.00 54.00 423.00

11.13

Cum. 70.00 439.00 77.00 446.00

11.14

Cum. 49.50 401.00 54.00 406.00

11.15

Cum. 70.00 421.00 77.00 428.00

11.16

Cum. 49.50 390.00 54.00 395.00

11.17

Cum. 70.00 411.00 77.00 418.00

11.18

Cum. 49.50 381.00 54.00 386.00

11.19

Cum. 70.00 401.00 77.00 408.00

11.20

Cum. 49.50 377.00 54.00 382.00

11.21

Cum. 70.00 397.00 77.00 404.00

First class burnt brick work laid in cement sandmortar 1:2 in first storey upto 4 metres above

plinth level.

First class burnt brick work laid in lime surkhi,mortar 1:2 ( One lime and two surkhi)infoundation and plinth.

First class burnt brick work laid in lime surkhi,mortar 1:2 ( One lime and two surkhi) in firststorey 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 onesand) in first storey upto 4 metres above plinthlevel.

First class burnt brick work laid in cement,lime, sand mortar 1:1:6 (One cement, Onelime, six sand) in foundation and plinth.

First class burnt brick work laid in cement,lime, sand mortar 1:1:6 (One cement, Onelime, and six sand) in first storey upto 4metres 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, threelime and twelve sand) in foundation and plinth.

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

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1 2 3 4 5 6 7

Labour Rate

ThroughRate

Labour Rate

ThroughRate

11.22

Sqm. 12.00 51.00 13.00 52.00

11.23

Cum. 44.00 289.00 48.50 294.00

11.24

Cum. 57.00 302.00 63.00 308.00

11.25

Cum. 64.00 327.00 71.00 333.00

11.26

Cum. 49.00 132.00 54.00 142.00

11.27

Cum. 57.00 223.00 63.00 229.00

11.28

Cum. 65.00 244.00 71.00 251.00

11.29 (a)

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, sixsand) in superstructure upto 4 metres aboveplinth level.

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

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

Sundried brick work laid in mud mortar in firststorey upto 4 metres above plinth level.

Gilafi work with burnt bricks in the face andsundried bricks in the interior, laid in mudmortar including supply of mud mortar in firststorey 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 metresabove the top of structural roof of lower storey.

Extra for brick work done above 4meters (where any single storeyexceeds 4 metres in height) for everyadditional height of 2 metres or partthereof.

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

Extra for 115mm thick brick work of walls done above 4 meters (where anysingle storey exceeds 4 meters inheight) for every additional height of 2meters or parts thereof.

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1 2 3 4 5 6 7

Labour Rate

ThroughRate

Labour Rate

ThroughRate

(b)Cum. 8.00 8.00 - -

11.31

Cum. 13.00 13.00 14.50 14.50

11.32

Cum. 65.00 137.00 72.00 144.00

11.33

(a) Upto 1.5 metres spanCum. 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

11.36

Sqm. 12.00 51.00 13.00 52.00

11.37

Sqm. 13.00 45.00 14.00 46.50

11.38

Sqm. 12.00 39.00 14.00 41.00

11.39

Sqm. 20.50 77.00 24.00 80.00

11.40

Metre 5.20 11.00 5.70 11.50

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 pillarsconstructed with dressed bricks including costof dressing bricks

Extra for burnt brick work in arches includingcost of shuttering :-

more than 1.5 metres but upto 3 metresspan.

more than 3 metres but upto 6 metresspan.

115 mm thick brick wall with every fourthcourse reinforced with hoop iron laid in 1 :4cement sand mortar in super structure.

115 mm thick brick wall laid in cement mortar 1:4 without reinforcement in foundation andplinth.

115 mm thick brick wall laid in cement mortar 1:4 without reinforcement in super structure.

75 mm thick brick wall laid in cement sandmortar 1:4 with every alternate coursereinforced with hoop iron in superstructure.

First class 115mm thick honey-comb burntbrick work laid in cement sand mortar 1:4

First class 225mm thick honey-comb burntbrick work laid in cement sand mortar 1:4

Providing 75mm first class burnt brick dripcourse at junction of roof and walls laid incement sand mortar 1:4 including dressing of bricks.

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1 2 3 4 5 6 7

Labour Rate

ThroughRate

Labour Rate

ThroughRate

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 dripcourse at the junction of roof and walls incement sand mortar 1:4 including dressing of bricks.

Reinforced brick work in lintels 1:3 (50 kg.cement 0.1 cum Course sand) includingshuttering and reinforcement upto 64kg per cum.

First class brick tile masonary with 30.48cm.x15.24cmx5.08cm tiles in cement sandmortar 1:4 in first storey upto 4 metres above

plinth level.

First class brick tile masonry with 22.86cm. x11.43cm x 3.81cm tiles in cement sand mortar 1:4 in first storey upto 4 metres above plinthlevel.

First class brick tile masonary with30.48cmx15.24cmx5.08cm tiles in cementsand mortar 1:6 in first storey upto 4 metresabove plinth level.

First class brick tile masonry with 22.86cm. x11.43cmx 3.81cm tiles in cement sand mortar 1:6 in first storey upto 4 metres above plinthlevel.

Extra for brick tile masonry in additional storeyupto 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 tilelaid in cement sand mortar 1:4 in first storyupto 4 metres above plinth level without steelreinforcement.

Tile facing with 22.86 cmx11.43cmx3.81cmtiles laid in cement sand mortar 1:4 in first storyupto 4 metres above plinth level with steelreinforcement.

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1 2 3 4 5 6 7

Labour Rate

ThroughRate

Labour Rate

ThroughRate

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 thickalternate layers laid in cement sand mortar 1:4using 22 numbers bricks and 18 Nos. tile 30.48cm x 15.24 cm x 5.08 cm.

Brick and brick tile jali with 22.86cm x 11.43cmthick alternate layers laid in cement sandmortar 1:4 using 30 numbers bricks and 30numbers brick tiles 22.86cm x 11.43cm x3.81cm.

Tile jali 15.24cm thick laid in cement sandmortar 1:4 using 46 numbers tiles 30.48cm x15.24cm x 5.08cm.

Extra for tile facing in additional storey upto 4metres above the top of structural roof of thelower storey.

Brick jali with 22.86cm x 11.43cm thickalternate layers laid in cement sand mortar 1:4using 58 number bricks.

V-shaped brick jali in 22.86 cm thick walls laidin cement sand mortar 1:6 finished with 12mmthick cement sand plaster 1:6 including making

straight edges with plaster.

Brick and tile jali with 22.86cm x 30.48cm thickalternate layers laid in cement sand mortar 1:4using 31 numbers bricks and 48 number tiles30.48cm x 15.24cm x 5.08cm.

Tile jali with 22.86cm x 30.48cm thickalternate layers laid in cement sand mortar 1:4using 90 number tiles 22.86cm x 11.43cm x3.81cm and 37 numbers tiles 30.48cm x

15.24cm x 5.08cm.

Tile on edge jali 5 cm thick laid in cement sandmortar 1:4 reinforced with hoop iron 18 gauge(1.25 mm) 25mm wide at every course using19 numbers tiles 30.48cm x 15.24cm x5.08cm.

Dressed or moulded three brick cornice laid incement sand mortar 1:4 including 12mm thickcement plaster 1:4 or pointing as required.

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1 2 3 4 5 6 7

Labour Rate

ThroughRate

Labour Rate

ThroughRate

11.61

Metre 8.50 15.50 9.30 16.00

11.62

Metre 4.15 6.80 4.55 7.20

11.63

Metre 3.90 9.40 4.30 9.80

11.64

Each 9.30 14.50 10.50 15.50

11.65 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

11.71

Cum. 123.00 5,509.00 135.00 5,522.00

11.72

Cum. 23.50 23.50 25.50 25.50

11.73

Cum. 60.00 --- 66.00 ---

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

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

Corbelling around almirah including 12mmthick cement plaster 1:6

Maroo-corners making from first class burntbricks and fixing in position with cement sand

mortar 1:4

Dressing, chamfering of bricks to requiredshape in masonry work.

100Nos

Extra for specially moulded radiated work inarches of egg-shaped sewers circular barrelsand similar drainage works excluding cost of centring and moulds.

Extra for specially moulded brick work incircular work such as well shafts circular sumps, pump chambers etc. in which speciallymoulded or cut bricks have to be used but for which no centring or supports are requiredupto 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.

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1 2 3 4 5 6 7

Labour Rate

ThroughRate

Labour Rate

ThroughRate

11.74

Cum. 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 steiningof circular wells.

76mm thick brick architrave to windows andventilators 115mm projected laid in cementsand mortar 1:4 including 12mm thick cementplaster 1:4

Providing 5.55cm brick daily facing with brick size 22.86cm x 5.55cm x 6.83cm to beobtained 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, faciaetc.

First Class burnt clay Fly Ash Brick work laid incement sand mortar in foundations and plinth

First Class brunt clay Fly Ash brick work laid incement sand mortar in first storey upto 4metres) above plinth level.

115mm thick clay fly ash brick wall with every fourth course reinforced with hoop iron laid incement sand mortar 1:4 in super structure.

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1 2 3 4 5 6 7

Labour Rate

ThroughRate

Labour Rate

ThroughRate

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 incement sand mortar 1:4 without reinforcement in foundation and plinth.

115mm thick clay fly ash brick wall laid incement 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.

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CHAPTER NO. 12

STONE MASONRY

Notes :-

(i)

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

(iii)

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

(v)

(vi)

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

Sr. No. Description Unit Plains Sub-Mou

1 2 3 4 5 6

ASHLAR MASONARY

12.1

Cum. 1082.00 1227.00 1190.00

12.2

Cum. 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

12.6 Cum. 714.00 852.00 786.00

The labour rates include the cost of water, tools and plant, labour and materials for scaffocentring and shuttering wherever required and cost of good earth for mud mortar where req

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

The labour as well as through rates for item nos. 12.11, 12.12, 12.13, 12.16 to 12.24, 12.2are applicable when quarried stone is used. When work is built with small boulders or obtained by breaking large boulders, the above rates will be increased by Rs. 30.00 peaccount of extra labour involved in dressing.

The through rate of the stone masonry, include the cost of stone at the site of work irrespthe distance from the source, but stone masonry will normally be constructed in such ar stone is available locally, or in the vicinity of the site of the work. Variations in actual leacases will be taken care of, by premium/abatement over the schedule rates. Where, howeis not available near at hand but has to be brought from long distances, item of stoneshould not be specified, and if, some work has to be constructed in stone due to vereasons, extra provision for carriage of stone should be made in the estimates.

Labour Rate

ThroughRate

Labour Rate

Fine ashlar in cement mortar (1:3) up to 6 metresabove plinth level.

Fine ashlar in cement mortar (1:6) up to 6 metresabove 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 metresabove plinth level.

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

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1 2 3 4 5 6

Labour Rate

ThroughRate

Labour Rate

12.7

Cum. 18.00 18.00 19.00

12.8

Cum. 62.00 68.00 68.00

12.9

Cum. 1597.00 1742.00 1757.00

12.10

Cum. 1597.00 1729.00 1757.00

Block in Course Rubble Masonry

12.11Cum. 551.00 719.00 606.00

12.12

Cum. 551.00 702.00 606.00

12.13Cum. 551.00 691.00 606.00

12.14

Cum. 13.00 13.00 14.50

12.15

Cum. 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

12.19

Cum. 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 structuralroof of lower storey.

Extra for arch work including centring andshuttering.

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

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

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




Add extra for arch work including centring andshuttering.

Squared or Rectangular Pillars of RubbleMasonry

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



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

Squared rubble masonry coursed (coursedrubble) in foundations, plinth and superstructurelaid dry.

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1 2 3 4 5 6

Labour Rate

ThroughRate

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

12.27

Cum. 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 arrangedby the contractor.

Where stone is available within 100 metresfrom rock cutting already done.

Where stone is available within 100 metresfrom dismantled or failed structure.

Squared rubble masonry uncoursed or built tocourses in foundations and plinth in cementmortar 1:4 to a pattern if specified.

Squared rubble masonry uncoursed or built to

courses in foundations and plinth in cementmortar 1:5 to a pattern if specified.

Squared rubble masonry uncoursed or built tocourses in foundations and plinth in cementmortar 1:6 to a pattern if specified.

Squared rubble masonry uncoursed or built tocourses in foundations and plinth in mud mortar toa pattern if specified.

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


Extra for arch work including centring andshuttering.

Random rubble masonry or polygonal rubblemasonry (Kentish Rag) or random or polygonalrubble built to courses in foundations and plinth incement mortar 1:8

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

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

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1 2 3 4 5 6

Labour Rate

ThroughRate

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

12.33

Cum. 133.00 320.00 146.00

12.34

Cum. 86.00 153.00 95.00

12.35

Cum. 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 rubblemasonry (Kentish Rag) or random or polygonalrubble built to courses in foundations and plinth inmud mortar

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

Where building stone is specially arrangedby the contractor.

Where stone is available within 100 metresfrom rock cutting already done.

Where stone is available within 100 metresfrom dismantled or failed structure.

Boulder masonry in cement mortar (1:6) infoundations and plinth.

Boulder masonry in mud mortar in foundationsand 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

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1 2 3 4 5 6

Labour Rate

ThroughRate

Labour Rate

12.40 32.50 - 36.00

12.41 23.00 - 25.50

12.42

Cum. 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. - - -

12.47

Sqm. - - -

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 temporarynature (excluding dressing)

Walling 12.5cm thick deodar framing unwroughtwith stone in cement mortar 1:6 with plaster andwhite washing but including treatment of framework for plastering.

Walling 12.5cm thick deodar framing unwroughtwith stone in mud mortar without plaster andwithout 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.

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res.

ifications.

ntionus

7

1325.00

1302.00

988.00

946.00

956.00

914.00

lding anduired.

ates shall

to 12.33ith stoner cum on

ective of a, whered in suchver stonemasonryy special

ThroughRate

8/8/2019 New Csr2009



ntionus

7

ThroughRate

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

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ntionus

7

ThroughRate

152.00

-

-

367.00

347.00

333.00

216.00

29.50

15.00

73.00

280.00

290.00

301.00

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ntionus

7

ThroughRate

156.00

159.00

-

314.00

153.00

30.00

12.00

-

-

-

-

-

-

-

8/8/2019 New Csr2009



ntionus

7

ThroughRate

-

-

-

47.00

307.00

293.00

31.40

64.00

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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)


1 2 3 4 5 6 713.1 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

13.4

Cum. 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 metresheight 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 beamsbattens, 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 whichis 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-MountainousRegion

Labour Rate

ThroughRate

Labour Rate

ThroughRate

Hoisting R.C.C bed plates and placing inposition.

Hoisting wooden battens and placing in position.

Hoisting steel roof trusses, plate girders of anyspan for buildings and plate and trussed girdersfor bridges up to 15 metres span.

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1 2 3 4 5 6 7


Labour Rate

ThroughRate

Labour Rate

ThroughRate

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

13.15

Sqm. 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 inposition tubular trusses, complete withaccessories such as purlins, bracings,

longitudinal ties, truss shoes, purlin clips andother truss components complete in all respects.

Second class mud roofing consisiting of onelayer of tiles 30.48 cm x 15.24 cm x 5.08 cm laidin cement mortar 1:3 including 6 mm thickcement plaster 1:4 on top with two coats of bitumen painting @2.63kg. per Sqm. coveredwith 10cm of mud and two layers of 25 mm mudplaster with Gobri leeping on top and cement

plaster 1:4 on parapet between tiles and dripcourse, 1:2 cement pointing under side of tilesand filling of spaces between the battens.

Third class mud roofing consisting of twolayers of sirki and sarkanda covered with 12.5 cmmud and mud plaster with gobri leeping on top.

Terracing consisting of tiles 22.86 cm x 11.43 cmx 3.81 cm laid over 25mm mud plaster, 75 mmmud 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 includinggrouting with cement sand mortar 1:4 and topsurface to be left clean after wire brushing etc.

Roofing consisting of 5 cm thick precast cementconcrete 1:2:4 tiles laid in position with cementsand mortar 1:3 over R.CC battens 0.6 metreapart excluding cost of R.C.C battens butincluding 4 cm thick screed of cement concrete1:4:8 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 betweenbattens over beams with cement concrete (1:3:6)blocks in cement mortar 1:3 and cement pointing1:2 on the underside of tiles.

Thatching 15cm thick including bamboo frameand matting excluding the cost of purlins.

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

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1 2 3 4 5 6 7


Labour Rate

ThroughRate

Labour Rate

ThroughRate

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

13.26

Each 4.15 37.50 4.55 38.00

13.27

Each 4.15 37.50 4.55 38.00

Tile terracing laid dry over roof consisting of onelayer of tiles 22.86 cm x 11.43 cm x 3.81 cmincluding grouting with cement sand mortar 1:4

top surface to be left clear after wire brushing.

Corrugated G.I. sheet roofing 22 SWG (0.80mm) fixed with galvanised iron J or L hooks 10mm dia G.I., limpet and bitumen washerscomplete, excluding the cost of purlins, raftersand trusses.

Corrugated asbestos sheet roofing 7mm thicksheets fixed with G.I. hooks and bolts, limpetand bitumen washers complete, fixed in position,excluding the cost of purlins, rafters and trusses.

Semi-corrugated asbestos sheet roofing 7mmthick sheet fixed with G.I hooks and bolts limpetand bitumen washers complete, fixed in positionexcluding the cost of purlins, rafters and trusses.

Ridges and valleys 45 cm over all, in plain G.Isheet, 22 S.W.G (0.80 mm) fixied withgalvanised iron J and L hooks 10 mm dia G.Ilimpet and bitumen washer complete.

G.I sheet Gutters, 22 S.W (0.80 mm) semi-circular 15cm diameter including fixing withclamps and making connection with rain water pipes.

Asbestos cement ridges fixed with galvanisediron J and L hooks 100mm dia, G.I. plain andbitumen washers complete.

Asbestos cement valley gutters 45cm x12.5cm x 15cm size fixed with galvanised iron J

and L hooks 10mm dia, and flat iron clamps25mm x 3mm size, G.I plain and bitumenwashers including asbestos rope and plasticcompound in joints complete.

Providing and fixing asbestos cement corrugatedand semi corrugated apron-piece with crank boltsin position etc. complete.

Providing and fixing asbestos cement corrugatedridge final in the ridge.

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

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1 2 3 4 5 6 7


Labour Rate

ThroughRate

Labour Rate

ThroughRate

13.28

Metre 2.60 32.50 2.85 33.00

13.29

Metre 2.60 32.50 2.85 33.00

13.30

Metre 2.10 7.00 2.30 7.30

13.31

Metre 2.60 99.50 2.85 100.00

13.32

Each 3.10 13.50 3.40 14.00

13.33

Pair 6.20 37.00 6.80 37.50

13.34

Metre 7.80 40.00 8.50 40.50

13.35

Metre 3.00 35.50 3.20 36.00

13.36

Each 3.65 27.00 4.00 27.50

13.37

Each 4.60 27.50 5.00 28.00

13.38

Each 6.50 39.50 7.20 40.50

13.39

Each 4.60 27.00 5.00 27.00

13.40

Each 6.70 25.50 7.30 26.00

Providing and fixing asbestos cement corrugatedsheet eaves filler piece in position etc. complete.

Providing and fixing asbestos cement semi-corrugated sheet eaves filler piece in positionetc. complete.

Providing and fixing asbestos cementexpansion joints for semi-corrugated sheets fixed with 16mm dia G.I bolts with bitumen andG.I. washers etc., complete.

Providing and fixing asbestos cement semi-

corrugated and corrugated sheet North lightcurves with asbestos sheet roofing and purlinsetc.

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 clampsfixed on wall face with cement mortar 1:4

Embedding asbestos cement 100mm dia, rain-water pipes in cement mortar during masonrywork.

Providing and fixing asbestos cement plainbend 100mm dia in position with gutter etc.

Providing and fixing asbestos cement swanneck 100mm dia in position with asbestoscement pipe.

Providing and fixing asbestos cementhexagonal 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

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1 2 3 4 5 6 7


Labour Rate

ThroughRate

Labour Rate

ThroughRate

13.41

Metre 7.80 75.50 8.50 76.00

13.42

Each 3.50 37.00 3.85 37.00

13.43

Each 3.50 39.00 3.85 39.50

13.44

Metre 2.45 69.50 2.65 70.00

13.45

Each 2.90 10.00 3.20 10.50

13.46

Each 4.40 32.00 4.85 32.50

13.47

Each 4.40 26.00 4.85 26.50

13.48

Each 4.40 23.00 4.85 23.50

13.49

Each 19.00 30.50 21.00 32.50

13.50

Metre 5.25 10.50 5.80 10.50

Providing and fixing cast iron 100mm dia, rainwater pipe with screw and wooden plugs fixedon wall-face, including filling joints with spun yarn

and cement mortar 1:2 excluding head and shoeetc.

Providing and fixing cast iron head for rainwater pipe on wooden plugs fixed on wall-faceincluding filling the joints with spun yarn andcement mortar 1:2.

Providing and fixing cast iron shoe for rainwater pipe on wooden plugs fixed on wall faceincluding filling the joints with spun yarn andcement mortar 1:2.

Embedding 100mm dia C.I. rain water nonpressure I.S.I. mark pipe in cement mortar duringmasonry work.

Reason : The cost of pipe has been taken as Rs.267.93 including all material of fitting etc. andtotal rate work out to Rs. 270.00 & Rs. 271.00per Metre for plains and sub-mountinous Regionrespectively but the rate of pipe including fittingmaterial is for 4 Metre length when it is divided by

4 than rate works out to Rs. 66.98 per Metre andby adding labour over all work out to be Rs.69.50 and Rs. 70.00 per Metre for both thereason respectively.

Top khurra 0.6m x 0.6m for rain water pipe in25mm thick cement concrete 1:2:4 over 50mmthick cement concrete 1:8:16.

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

Khurra on roof as per item 13.43 with A.C spoutsand fixing in position.

Khurra on roof as per item 13.43 with C.I spoutsand fixing in position.

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

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1 2 3 4 5 6 7


Labour Rate

ThroughRate

Labour Rate

ThroughRate

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

13.59

Metre 1.90 7.30 2.10 7.50

13.60

Metre 1.90 8.30 2.10 8.50

13.61

Sqm. 18.50 102.00 20.50 104.00

13.62

Sqm. 18.50 150.00 20.50 152.00

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 includingtwo coats of bitumen painting @1.65kg. Per Sqm.

Applying bitumen on roofs including heating andcarriage to roof.

Cement concrete 1:2:4 gola 10 cm. x 10 cm.quardrant along junction of roof with parapet wallfinished smooth, where specially specified.

Providing and laying four courses of water proofing treatment with bitumen felt over roofsconsisting of first and third courses of blown typebitumen grade 85/25 applied hot @1.20kg per sqm. of area for each course, second course onroofing 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-sizedgrit spread at 0.006 cu.m. per sq.m. includingpreparation 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. thicktongued and grooved planking.

Deodar wood plank ceiling 20m.m. thick tonguedand grooved planking.

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1 2 3 4 5 6 7


Labour Rate

ThroughRate

Labour Rate

ThroughRate

13.63

Sqm. 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

13.67

Sqm. 4.70 58.50 5.10 59.00

13.68

Sqm. 3.40 102.00 3.80 103.00

13.69

Sqm. 84.00 235.00 92.00 244.00

Kail wood plank ceiling 20m.m. thick tongued andgrooved planking.

Providing and fixing 5 m.m. thick asbestos sheetceiling.

Providing and fixing 12.5 m.m. thick insulationperforated 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.

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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

14.2

Sqm. 1.65 3.80 1.80

14.3

Sqm. 7.90 18.00 8.70

14.4

Sqm. 7.90 24.00 8.70

14.5

Sqm. 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

The rates include the cost of water. Where the water is supplied free by department, thebe decreased accordingly.

The labour rates given in this chapter include the cost of water, tools and plants and coearth for mud mortar and mud plaster wherever required.

Coarse sand (fine aggregate) for 1:2:4 concrete in item of conglomerate, polished aflooring 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.per cent. For round and eliptical columns, enhance the labour rates for the item No. 14.2by 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 landingpaid as per flooring rates of similar specifications.

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

Sub-mouRe

Labour Rate

ThroughRate

Labour Rate

Base course of floor consisting of 100mm thickcement cocrete 1:8:16 and 100mm sand filling.

Floating coat of 1.5 mm thick neat cement laid inone operation to the topping.

Conglomerate floor 25mm thick cement concrete

topping 1:2:4.

Conglomerate floor 40mm thick cement concretetopping 1:2:4.

Conglomerate floor 50mm thick cement concretetopping 1:2:4.

Conglomerate floor 25mm thick cement concrete1:2:4 on 100mm thick cement concrete 1:8:16and 100mm sand or stone filling.

Conglomerate floor 40mm thick cement concrete1:2:4 on 100mm cement concrete 1:8:16 and100mm sand or stone filling.

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1 2 3 4 5 6

Sub-mouRe

Labour Rate

ThroughRate

Labour Rate

14.8

Sqm. 12.00 55.00 13.50

14.9

Sqm. 2.55 12.00 2.80

14.10

Sqm. 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

14.17

Sqm. 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 concrete1:2:4 on 100mm cement concrete 1:8:16 and

100mm sand or stone filling.

Screed of 50mm thick cement concrete 1:8:16 tobe laid below the topping.

Screed of 40mm thick cement concrete 1:8:16 tobe laid below the topping.

25mm thick conglomerate floor of cement

concrete 1:2:4 over flat brick laid dry with 25mmopen joints alround filled with cement concrete1:2:4 simultaneously with topping over 100mmsand filling.

25mm thick grey polished flooring cementconcrete 1:2:4 topping finished with 3mm thickneat coat of cement rubbed and polished.

40mm thick grey polished flooring cementconcrete 1:2:4 topping finished with 3mm thickneat coat of cement rubbed and polished.

20mm thick grey polished skirting or dadoconsisting of bottom layer of 16mm thick cementsand plaster 1:3 and finished 3mm thick toppingof neat cement, rubbed and polished includingrounding of junction with floors.

Flat brick paving dry over 25 mm thick mudmortar 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 40mmgauge.

Flat brick on tile flooring laid in cement sandmortar 1:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling and cementpointed 1:2 on top.

Brick on edge flooring laid in cement sandmortar 1:4 on 75mm thick cement concrete1:8:16 and 100mm sand filling cement pointed1:2 on top.

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1 2 3 4 5 6

Sub-mouRe

Labour Rate

ThroughRate

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 bedof 6mm thick cement sand mortar 1:6grouted with cement sand mortar 1:4 and top

surface to be left clean after wire brushing

40mm thick grey terrazo topping rubbed andpolished to a granolithic finish under layer 34mm thick cement concrete 1:2:4 and toplayer 6 mm thick with 1mm to 4mm gaugewhite marble makrana chipping fromindigenous marble laid in 1:11 /

2(50 Kg. of

ordinary grey cement and 0.05 cum. of whiteMakrana chippings).

14.22 (ii) 40mm thick grey terrazzo topping rubbed and polished to a granolithic finish under layers31mm thick cement concrete 1:2:4 and toplayers 9mm thick with 4mm to 7mm gauge white marble Makrana chippings fromindigenous marble laid in 1 : 1½ (50kg. of ordinary grey cement and 0.05 Cum. of whitemarble 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 gaugewhite marble Makrana chippings fromindigeneous marble laid in 1:1½ (50kg. of ordinary grey cement and 0.05 Cum. of whitemarble chippings).

40mm thick white terrazzo topping rubbed and polished to a granolithic finish under layer 34mm thick cement concrete 1:2:4 and toplayer 6mm thick with 1mm to 4 mm gaugewhite marble makrana chippings fromindigenous 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 toplayer 9mm thick with 4mm to 7mm gauge whitemarble Makrana chippings from indigenousmarble laid in 3:1:6 (37.5 kg. of white cement 12.5 kg. marble powder and 0.05 Cum. of whitemarble chippings).

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1 2 3 4 5 6

Sub-mouRe

Labour Rate

ThroughRate

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 gaugewhite marble Makrana chippings fromindigenous 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 terrazotopping rubbed and polished to a granolithicfinish under layer 34mm thick cementconcrete 1:2:4 and top layer 6mm thick with1mm to 4mm gauge white marble Makrana

chipping from indigenous marble laid in 3:1:6 (37.50 kgs of ordinary grey cement 12.50kgmarble powder with admixture of black, red,chocolate pigment to give to required background and 0.05 cum of marble chippings)

14.24(ii)

40mm thick black, red or chocolate terrazzotopping rubbed and polished to a granolithic finish under layer 31mm thick cement concrete 1:2:4 and top layer 9mm thick with4mm to 7mm gauge white marble makranachippings 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 terrazotopping rubbed and polished to a granolithic finish under layer 28mm thick cement concrete 1:2:4 and top layer 12mm thick with7mm 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)

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1 2 3 4 5 6

Sub-mouRe

Labour Rate

ThroughRate

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 pinkterrazo topping rubbed and polished togranolithic finish under layer of 34mm thick

cement concrete 1:2:4 and top layer 6mmthick with 4mm to 7mm gauge white marble Makrana chipping from indigenous marble laidin 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 background and 0.05 cum white marble chippings.)

14.25(ii)

40mm thick orange, buff yellow, or pink terrazo topping rubbed and polished to agranolithic finish under layer of 31mm thick

cement concrete 1:2:4 and top layer 9mmthick 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 12mmthick with 7mm to 10mm gauge white marble makrana chippings from indigenous marble l aid 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 1:2:4and top layer 6mm thick with 1mm to 4mmgauge white marble makrana chipping fromindigenous marble laid in 3:1:6 (37.50 kg. of white cement, 12.50 kg marble powder withadmixture of blue or green colour to give therequired back ground and 0.05 cum of whitemarble chippings.)

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1 2 3 4 5 6

Sub-mouRe

Labour Rate

ThroughRate

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 gaugewhite marble makrana chippings fromindigenous 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 therequired back ground and 0.05 Cum. of whitemarble 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 1:2:4and top layer 12mm thick with 7mm to 10mm

gauge white marble makrana chippings fromindigenous marble laid in 3:1:6 (37.5 kg. of white cement, 12.5 kg. marble powder withadmixture of blue or green colour to give therequired back ground and 0.05 Cum. of whitemarble chippings).

50mm thick ironite floor consisting of 40mm thickcement concrete 1:2:4 base and top layer 10mmthick laid with one part of ironite and greycement mixed together in the ratio of 1:4 by

weight to two parts of granite chippings 6mmgauge by volume finished smooth with hardrubbing.

20mm thick gray terrazo skirting or dado rubbed and polished granolithic finish under layer 14mm thick cement sand plaster 1:3and top layer 6mm thick with 1mm to 4mm gauge white marble Makrana chippings fromindigenous marble laid in 1:11 /

2(50kg of

ordinary grey cement, 0.05 cum of white marblechippings) 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 toplayer 9mm thick with 4mm to 7mm guage whitemarble makrana chippings from indegenousmarble laid in 1:1½ (50kg of ordinary greycement and 0.05cum of white marble chippings)including rounding of junctions.

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Sub-mouRe

Labour Rate

ThroughRate

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 guagewhite marble makrana chippings fromindegenous marble laid in 1:1½ (50kg of ordinary grey cement and 0.05cum of whitemarble 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 1:3and top layer 6mm thick with 1mm to 4mmgauge white marble makrana chippings from

indegenous marble laid in 3:1:6 (37.50 kg. of white cement, 12.50 kg marble powder and 0.05Cum. Of white marble chippings) includingrounding 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 7mmgauge white marble makrana chippings, fromindigenous marble laid in 3:1:6 (37.5kg of whitecement,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 to10mm 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 terrazoskirting or dado rubbed and polished to agranolithic finish under layer 14mm thickcement sand plaster 1:3 and 6mm thick with1mm to 4mm gauge white marble makranachippings 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 groundand 0.05 cum of marble chippings) including

rounding of junctions.

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Sub-mouRe

Labour Rate

ThroughRate

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 terrazoskirting or dado rubbed and polished to agranolithic finish under layer 11mm thick

cement sand plaster 1:3 and 9mm thick with4mm to 7mm gauge white marble makranachippings, 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 terrazoskirting or dado rubbed and polished to a

granoli thick finish under layer 8mm thick cement sand plaster 1:3 and 12mm thick with7mm to 10mm gauge white marble makranachippings, 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 thickcemet sand plaster 1:3 and top layer 6 m.m.thick with 1mm to 4mm gauge white marble markrana chippings from indigenous marblelaid in 3:1:6 (37.50 kg. of white cement ,12.50kg marble powder with admixture of orange,buff, yellow or pink pigment to give requiredback ground and 0.05 Cum. of white marblechippings) including rounding of junctions.

14.31(ii)

20mm thick orange, buff, yellow, or pink terrazo skirting or dado rubbed and polished toa granolithic finish under layer 11mm thick cement sand plaster 1:3 and top layer 9mmthick 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 marblechippings) Including rounding of junctions.

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Sub-mouRe

Labour Rate

ThroughRate

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 toa granolithic finish under layer 8mm thick

cement sand plaster 1:3 and top layer 12mmthick 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 marblechippings) 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 1:3and top layer 6mm thick with 1mm to 4mmgauge white marble makrana chippings fromindigenous marble laid in 3:1:6 (37.50 kg. of white cement, 12.50 kg marble powder withadmixture of blue or green pigment to giverequired back ground and 0.05 cum of whitemarble 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 1:3and top layer 9mm thick with 4mm to 7mmgauge white marble makrana chippings fromindigenous marble laid in 3:1:6 (37.5 kg. of white cement, 12.5 kg. marble powder withadmixture of blue or green pigment to giverequired back ground and 0.05 cum. of whitemarble 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 to10mm gauge white marble makrana chippings from indigenous marble laid in 3:1:6 (37.5 kg. of white cement, 12.5 kg. marble powder withadmixture of blue or green pigment to giverequired back ground and 0.05 Cum. of whitemarble 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.

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Labour Rate

ThroughRate

Labour Rate

14.34

Metre 4.85 -- 5.30

Metre 14.55 -- 16.00

Metre 3.25 -- 3.55

Metre 7.30 -- 8.00

Metre 4.85 -- 5.35

14.35

Metre 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 stonefor treads including rounding and giving anornamental shape to the nosing

14.34(iii)

Extra labour for projected nosing in steps and treads of red rough dressed sand stoneincluding 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 thenosing.

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 instair case.

Precast terrazo tiles of 20mm minimumthickness in ordinary cement with marblechips of size and colour as required laid on20mm thick bed of cement mortar 1:3 (1cement 3 sand) with neat cement slurry between joints and over the base for floors, treads of steps and landing including rubbing andpolishing.

Precast chequered tiles of 20mm thickness inordinary grey cement without chips laid on20mm thick bed of cement mortar 1:3 with

neat cement slurry between joints and over thebase 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 treadsand steps on landings.

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Sub-mouRe

Labour Rate

ThroughRate

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 minimumthickness in white cement with marble chipsof size and colour as required laid on 20mmthick bed of cement mortar 1:3 (1 Cement and3 Sand) with neat cement slurry made of whitecement between joints and over the base for floors, treads of steps, and landings includingrubbing and polishing.

Precast terrazo tiles of 20mm minimumthickness in white cement mixed with red,buff, yellow or chocolate or orange pigment

to match the shade of tiles between joints andover the base in floors, treads of steps andlandings including rubbing and polishing.

Precast terrazo tiles of 20mm minimumthickness in cement mixed with blackpigment with marble chips of size and colour as required, laid in 20mm thick bed of cementmortar 1:3 with neat cement slurry mixed withpigment 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 minimumthickness in white cement mixed with greenor blue pigment with marble chips of size andcolour as required, laid in 20mm thick bed of cement mortar 1:3 with neat cement slurrymixed with pigment to match the shade of thetiles with joints and over the base in floors,treads of steps and landing including rubbingand polishing.

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Sub-mouRe

Labour Rate

ThroughRate

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 minimumthickness in cement with marble chips of sizeand colour as required, laid on 10mm thick

cement plaster 1:3 jointed with neat cementslurry in skirting or dado and risers of stepsincluding rubbing and polishing.

Precast terrazo tiles of 12.5mm minimumthickness in white cement with marble chips of size and colour as required, laid on 10mmthick cement plaster 1:3 and jointed with neatwhite cement slurry in skirting and dado andrisers of steps including rubbing and polishing.

Precast terrazo tiles of 12.5mm minimumthickness in white cement mixed with red,buff, yellow, chocolate or orange pigmentwith marble chips of size and colour asrequired, laid on 10mm thick cement plaster 1:3 and jointed with neat cement slurry withpigment to match the shade of tiles in skirting,dado and risers of steps including rubbing andpolishing.

Precast terrazo tiles of 12.5mm minimum

thickness in ordinary cement mixed withblack pigment with marble chips of size andcolour as required, laid on 10mm thick cementplaster 1:3 and jointed with neat cement slurrymixed with pigment to match the shade of tiles in skirting, dado and risers of steps includingrubbing and polishing.

Precast terrazo tiles 12.5mm minimumthickness in white cement mixed with greenor blue pigment as required, laid on 10mmthick cement plaster 1:3 and jointed with neat

cement slurry mixed with pigment to match theshade 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 cementplaster 1:3 in base and jointed with whitecement slurry in joints, including corners, anglesand beading.

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1 2 3 4 5 6

Sub-mouRe

Labour Rate

ThroughRate

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 streacksarranged from Makrana Doongri Addangaveined and chack Doongri veined flooring

15mm to 20mm thick of various sizes over 12.5mm thick cement, coarse sand mortar 1:3laid and jointed with white cement slurry mixed with pigment to match the shade of marbleincluding rubbing and polishing :--

14.48 (ii)

Kumari grey without exide and cavaties tilesflooring 15mm to 20mm thick of various sizesover 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 Adangaflooring 15mm to 20mm thick of various sizesover 12.5mm thick base of cement coarsesand mortar 1:3 laid and jointed with whitecement slurry mixed with pigment to match theshade of marble including rubbing and polishing.

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1 2 3 4 5 6

Sub-mouRe

Labour Rate

ThroughRate

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 fromMakrana Doongri Adanga veined and chack Doongri veined of 15mm to 20mm thick inrisers of steps, skirting, dado, pillars and wall lining including matching the grains of marbleslabs in any pattern as specified laid in 12.5mmthick cement, coarse sand mortar 1:3 and jointed with neat cement slurry including the cost of cramps, pins labour for fixing cramps, pinsand 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 risersof steps skirting dado pillars and wall lining including matching the grains of marble slab inany pattern as specified l aid on 12.5mm thick cement coarse sand mortar 1:3 and jointed with neat cement slurry including the cost of cramps pins and labour for fixing cramps pinsand dowels etc. including rubbing and polishing complete in all respect.

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1 2 3 4 5 6

Sub-mouRe

Labour Rate

ThroughRate

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 varioussizes of 15mm to 20mm thick in risers of

steps, skirting dado, Pillars and wall lining including matching the grains of marbles slab inany pattern as specified of various sizes laid on12.5mm 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 risersof steps, skirting, dado, Pillars and wall lining including matching the grains of marble slab inany pattern specified laid on 12.5mm thick cement sand mortar 1:3 (1 cement 3 coarsesand) and jointed with neat cement slurry mixed

with pigment to match the shade of marbleincluding 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 6mmthick in skirting and dado on 12mm thickcement Plaster 1:3 in base and jointed withwhite cement slurry in joints including bevelledcorners.

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.

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1 2 3 4 5 6

Sub-mouRe

Labour Rate

ThroughRate

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

14.54

Sqm. 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 5mmthick in skirting & dado on 12mm thick cement plaster 1:3 in base and jointed withwhite cement slurry in joints containing pigmentsto 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 withwhite cement slurry in joints containing pigmentsto match the shade of tiles including bevelled corners.

14.50 (vi)

Coloured glazed tiles 20cm x 20cm x 8mmthick in skirting & dado on 12mm thick cement plaster 1:3 in base and jointed withwhite cement slurry in joints containing pigmentsto match the shade including bevelled corners.

Chittor black marble tiles 15mm to 20mmthick in risers of steps skirting, dado wallsand pillars laid in 12.5mm thick cementmortar 1:3 and jointed with neat cement slurrymixed with pigments to match the shade of marble including rubbing and polishing.

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

Kotah stone tile flooring 20mm to 30mm thickover 12.5 mm thick base of cement mortar 1:3 (1 cement; 3 sand) laid and jointed withneat cement slurry mixed with pigment to matchthe shade of stone including rubbing andpolishing.

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Sub-mouRe

Labour Rate

ThroughRate

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 50mmthick slabs set to pattern in pavements over 20mm thick base of cement mortar 1:3 (1

cement and 3 sand) laid and jointed with neatcement slurry mixed with pigments to match theshade of stone.

Kotah stone tiles 20mm thick in skirting, riser of steps, dado walls and pillars laid in12.5mm thick cement mortar 1:3 (1 Cementand 3 Sand) and jointed with neat cementslurry mixed with pigment to match the shade of stone including rubbing and polishing.

14.57 (ii) Black Granite stone tiles 20mm thick inskirting, risers of steps dado, walls and pillars laid in 12.5mm thick cement mortar 1:3(1 cement, 3 coarse sand) and jointed withneat cement slurry mixed with pigment to matchthe shade of stone including rubbing & polishing including labour for fixing dowels, pins and cramps.

14.57 (iii)

Coloured granite stone tiles 20mm thick inskirting, risers of steps dado, walls and pillars laid in 12.5mm thick cement mortar 1:3

(1 cement, 3 coarse sand) and jointed withneat cement slurry mixed with pigment to matchthe shade of stone, including rubbing and polishing including labour for fixing dowels pinsand cramps.

Fine dressed red stone (from Agra) 40mm thickset in cement mortar 1:5 including pointing withcement mortar 1:3 with an admixture of pigmentto match the shade of stone.

Fine dressed red stone (from Agra) 40mm thickset in cement mortar 1:3 including pointing withcement mortar 1:2 with an admixture of pigmentto match the shade of stone.

Teak wood 25mm planking tongued andgrooved flooring including fixing with screwscomplete.

Teak wood 40mm planking tongued andgrooved flooring including fixing with screwscomplete.

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1 2 3 4 5 6

Sub-mouRe

Labour Rate

ThroughRate

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 Istclass 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 topsurface rubbed smooth and wax polished to afine finish.

Rough red stone (from Agra) 40mm thick set incement sand mortar 1:3 including pointing withcement mortar 1:2 with an admixture of pigmentto match the shade of stone

Rough red stone (from Agra) 40mm thick set in

cement sand mortar 1:5 including pointing withcement mortar 1:2 with an admixture of pigmentto match the shade of stone

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

Add on item 14.65 if linoleum of exact size isused.

Deodar wood 40mm thick planking tongued and

grooved flooring including fixing with screwscomplete.

Kail wood 40mm thick planking tongued andgrooved flooring including fixing with screwscomplete.

Providing and fixing glass strips 3mm thick infloors :--

Providing and fixing glass strips 4mm thick infloors :--

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1 2 3 4 5 6

Sub-mouRe

Labour Rate

ThroughRate

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 bridgefoundation including handling within 100 metres.

Providing and fixing flat iron strips 40mm x 5mmthick 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 on12.5mm 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 stone40mm to 50mm thick laid on 12.5mm thick cement coarse sand mortar 1:3 including dressing and cutting the stone to required shapeand 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 on12.5mm thick cement coarse sand mortar 1:3 with neat cement slurry admixture of pigment tomatch 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 Aluminumdoors/ steel doors.

Providing and laying vitrified floor tiles 600mm x600mm size premium quality with water absorption less than 0.08% and conforming toIS: 15622 of approved make in all colours andshades, laid on either 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) for new flooring or laid with cement based high polymer modifiedquick set tile adhesive of approved make( water based) conforming to IS: 15477 marked using 5Kg. adhesive per sqm of tile area in average 3mm thickness over existing floor, includinggrouting the joints with white cement andmatching pigments etc.,complete.

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1 2 3 4 5 6

Sub-mouRe

Labour Rate

ThroughRate

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 ceramicfloor tiles 400mm x 400mm of premium qualityconforming to IS: 15622 of approved make in all

colours, laid on either 20mm thick bed of cementmortar 1:4 (1 cement: 4 coarse sand) for newflooring or laid with cement based high polymer modified quick set tile adhesive of approvedmake (water based) conforming to IS: 15477marked using 5 Kg. adhesive per sqm of tilearea in average 3 mm thickness over existingfloor, including grouting the joints with whitecement and matching pigments etc.,complete.

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7

27.00

4.00

19.00

25.00

29.00

46.00

52.00

ithin 100

rates shall

st of good

d terrazo

2 by 33.38 to 14.32

are to be

ranolithic

ntainousion

ThroughRate

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7

ntainousion

ThroughRate

56.00

12.50

10.50

50.00

38.00

44.00

36.00

22.00

35.50

38.50

62.00

73.00

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7

ntainousion

ThroughRate

27.50

62.00

74.00

80.50

79.00

91.00

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7

ntainousion

ThroughRate

103.00

76.00

95.00

109.00

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7

ntainousion

ThroughRate

91.00

109.00

127.00

91.00

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7

ntainousion

ThroughRate

109.00

126.00

54.00

62.00

75.50

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7

ntainousion

ThroughRate

83.00

79.00

92.00

105.00

76.00

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7

ntainousion

ThroughRate

96.50

110.50

91.00

110.00

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7

ntainousion

ThroughRate

129.00

91.00

110.00

129.00

11.80

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7

ntainousion

ThroughRate

--

--

--

--

--

--

78.00

59.00

62.00

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7

ntainousion

ThroughRate

66.50

70.00

83.00

89.00

85.00

92.00

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7

ntainousion

ThroughRate

91.00

89.00

90.00

89.00

91.00

206.00

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7

ntainousion

ThroughRate

251.40

343.30

477.50

228.20

312.70

398.90

283.10

405.80

497.80

273.50

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7

ntainousion

ThroughRate

405.80

497.80

237.70

329.80

464.00

214.50

299.00

385.20

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7

ntainousion

ThroughRate

269.40

392.10

484.10

259.90

392.10

484.10

250.00

216.50

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7

ntainousion

ThroughRate

230.00

202.40

225.50

230.00

960.00

62.50

220.00

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7

ntainousion

ThroughRate

179.00

235.00

1114.30

1387.80

127.00

129.00

299.00

459.00

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7

ntainousion

ThroughRate

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

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7

ntainousion

ThroughRate

---

5.95

172.40

190.70

139.35

738.00

856.00

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7

ntainousion

ThroughRate

717.00

8/8/2019 New Csr2009



CHAPTER NO. 15

PLASTERING, POINTING, WHITE WASHING AND DISTEMPERING

Notes :-

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

(ii)

(iii)

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

(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, thebe reduced suitably.

The rates for plastering, pointing, white washing, distempering and decorative cementgiven below are for superstructure upto 4 metres height whether the first storey or thestoreys. In case any single storey exceeds 4 metres height (as in case of overhead-reouter face of walls etc.) the labour as well as through rates of plaster and pointing shall bby 0.20 per Sqm. for white washing and colour washing Rs. 0.05 per sqm and for di decorative cement based paints by Rs.0.10 per sqm for every additional height of 4 methereof.

Rates for distempering with dry and oil bound distemper have been provided in this charates have been based on superior quality distempers, manufactured by standard firms.inferior distempers and Country frisco shall not be permitted as they never give propelasting surface.

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

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

the Engineer-in-charge.

The labour rates given in this chapter include the cost of water, tools and plant and sctypes of sundries etc. labour and materials.

Sub-MoRe

Labour Rate

ThroughRate

Labour Rate

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1 2 3 4 5 6

Sub-MoRe

Labour Rate

ThroughRate

Labour Rate



15.12 0.24 0.32 0.26

15.13 0.24 0.30 0.26

15.14

Sqm. 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

15.17

Sqm. 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

15.22

Sqm. 5.80 14.00 6.40

15.23 Sqm. 8.40 15.00 9.20

15.24

Sqm. 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/dripcourse in cement mortar 1:3

per metrelong &

per cm.wide

12.5mm thick raised cement mortar band/dripcourse in cement mortar 1:4

per metre

long &per cm.wide

20mm thick cement plaster 1:2 in two coatswork.

20mm thick cement plaster 1:3 in two coatswork.

20 mm thick cement plaster 1:5 in two coatswork.

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

metrelong &

per cm.wide

12.5mm thick lime surkhi plaster 2:3 ( 2 lime and3 surkhi)

20mm thick cement plaster 1:6 in two coats work.

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

work

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1 2 3 4 5 6

Sub-MoRe

Labour Rate

ThroughRate

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 1:2Sqm. 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 1:4Sqm. 6.80 10.00 7.50

15.37 10mm thick cement plaster 1:3.Sqm. 6.80 13.00 7.50

15.38 10mm thick cement plaster 1:4.Sqm. 6.80 11.50 7.50

15.39 12.5mm thick cement plaster 1:4.Sqm. 6.80 13.00 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.

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1 2 3 4 5 6

Sub-MoRe

Labour Rate

ThroughRate

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

15.48Sqm. 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 course1:3 with two coats of bitumen @1.65 Kg. per Sqm. laid hot and sanded.

40mm thick cement plaster DPC 1:3 withadmixure of water proofing compound @ 1 kg /

bag of cement.

15.44(ii)

Bearing plaster of 10mm thick cement mortar 1:3cement sand finshed with a floating coat of neatcement and thick coat of lime wash/POP on topof walls when dry for bearing of R.C.C. slabs andbeams.

Mud plaster 12.5mm thick with Gobri leeping

including all materials.

Mud plaster 25mm thick with Gobri leepingincluding all materials.

Mud plaster 12.5mm thick with Gobri leepingincluding all materials.

Mud plaster 25mm thick with Gobri leepingincluding all materials.

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1 2 3 4 5 6

Sub-MoRe

Labour Rate

ThroughRate

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 wallsSqm. 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

15.57

Sqm. 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 withbrick tiles 30 cm x 15 cm.

Cement pointing on stone slab pavement withcement 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 mittiincluding finishing the surface to the requiredfinish complete.

Preparation of plastered surfaces for oil bounddistemper including sand papering the suface,applying one coat of linseed oil and filling withapproved quality filler, consisting of white lead,linseed oil varnish and chalk mitti finishing thesurface to the required finish complete

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1 2 3 4 5 6

Sub-MoRe

Labour Rate

ThroughRate

Labour Rate

15.68

Sqm. 2.60 6.40 2.85

15.69

Sqm. 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 approvedmanufacture) two coats over one priming coat onnew work.

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

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

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

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

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

Finishing walls with exterior decorative cementbased paints such as snowcem, Robbiacem etc.

on new work two coats to give an even shade.

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

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tres.

c.

7

11.00

10.00

9.30

13.50

12.50

11.00

16.50

14.50

12.50

rates shall

ased paintubsequentervoir andincreased

tempering,res or part

ter. TheseThe use of r quality of

sis of lime

pproval of

ffolding all

ntainousion

ThroughRate

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7

ntainousion

ThroughRate

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

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7

ntainousion

ThroughRate

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

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7

ntainousion

ThroughRate

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

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7

ntainousion

ThroughRate

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

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7

ntainousion

ThroughRate

6.70

2.30

4.20

8.90

3.30

6.00

10.50

3.70

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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 inclusiveof printing.

Labour Rate

Labour Rate

WithSpecialqualitypaints

With I.S.Imarked/ordinaryqualitypaints



Preparation of plywood surface for painting including sand papering thesurface and applying filling withapproved quality fills consisting of whitelead, linseed oil, Varnish, and Chalk Mittiincluding finishing the surface to requiredfinish complete.

Applying pink primer or aluminiumpriming coat on wood work includingpreparation of surface knotting and

stopping etc.

Painting two coats excluding primingcoat with synthetic enamel paint in allshades on new wood work metallic or plastered or concrete surface to give aneven shade.

Painting two coats excluding primingcoat with readymixed paint in all shadeson new wood work.

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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 enamelpaints in all shades on old wood work or metallic or plastered or concrete surfaceto give an even shade including rubbingdown old paint.

Painting two coats with readymixed paintin all shades on old wood work to givean even shade including rubbing downold paint.

Painting one coat with synthetic enamelpaint in all shades on old wood work or metallic or plastered or concretesurfaces to give an even shade includingrubbing down old paint.

Painting one coat with readymixed paintin all shades on old wood work to givean even shade including rubbing downold paint.

Applying priming coat with metal primer on new steel or iron work includingpreparation of surface.

Applying priming coat on steel workconsisting of red lead mixed with linseedoil and turpentine in equal proportions or with genuine red lead.

Painting two coats excluding primingcoat with readymixed paint for metallicsurfaces in all shades on new steel or iron work.

Painting two coats with readymixed paintfor metallic surfaces in all shades on oldsteel or iron work.

Painting one coat with readymixed paintof metallic surfaces in all shades on oldsteel or iron works.

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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

16.19

Sqm. 1.30 3.35 2.70 1.45 3.50 2.85

16.20

Sqm. 2.00 4.75 3.80 2.20 4.95 4.00

16.21

Sqm. 1.25 2.60 2.15 1.35 2.75 2.25

16.22

Sqm. 2.15 5.30 - 2.40 5.50 -

16.23

Sqm. 1.35 2.90 - 1.45 3.00 -

(C)

Painting two coats on iron sheets withroofing red readymixed paint on newwork to give an even shade.

Painting one coat on iron sheets withroofing red readymixed paint on old workto give an even shade.

Painting two coats on iron sheets with

roofing white, grey or green readymixedpaint on new work to give an evenshade.

Painting one coat on iron sheets withroofing white, grey or green readymixedpaint on old work to give an even shade.

Painting two coats with aluminium painton new work to give an even shadeexcluding priming coat.

Painting one coat with aluminium painton old work to give an even shade.

Painting two coats with anticorrosivebitumastic paint on new work to give aneven shade.

Painting one coat with anticorrosivebitumastic paint on old work to give aneven shade.

Painting two coats with anticorrosiveodourless black bitumastic paint insidenew steel water tanks.

Painting one coat with anticorrosiveodourless black bitumastic paint in sideold steel water tanks.

Painting on Plastered or concretesurfaces etc.

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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 -

16.32

Sqm. 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 concretesurface for painting, including sandpapering the suface, applying one coatof linseed oil and filling with approvedquality filler, consisting of white leadlinseed oil, varnish and Chalk mittiincluding finishing surface to the requiredfinish complete.

Applying priming coat with cementprimer in all shades on newly plasteredor concrete exterior surfaces.

Painting two coats with ready mixedexterior paint in all shades on newlyplastered or concrete surface of walls.

Painting two coats with ready mixedemulsion paint in all shades for interior use on bricks plaster cement, fibreboard etc.

Floor painting two coats with floor paintin all shades on new work to give aneven shade.

Floor painting one coat with floor paint inall shades on old work to give an evenshade.

Removing old paint with caustic sodasolution and preparing surface.

Scraping, brushing to remove paint tobare metal surface.

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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

16.38

Sqm. 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 onnew wood work including stopping.

Varnishing with copal varnish one coatincluding rubbing of previous coat.

Oiling wood work with raw linseed oiland water.

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

Painting new letters and figures of blacksynthetic enamel paint to give an evenshade.

cm.height

per word

Repainting letters and figures of blacksynthetic enamel paint to give an evenshade.

cm.height

per word

Painting gauges 60 cm. wide reading tocentimetre with synthetic enamel paints

(Two coats work.)

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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

16.53Sqm. 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 withsynthetic enamel paint :-

Painting levelling staves with syntheticenamel paint :-

Painting canal gates with Khanki mixtureapplied hot :-

Extra over and above the rates in itemNo. 16.52 where scaffolding is used.

Painting distance marks with syntheticenamel paint :-

Painting 200 metre stone with syntheticenamel paint :-

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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 syntheticenamel paint :-

Painting village boards with syntheticenamel paint :-

Painting two coats with superior quality black board paint on plastered or concrete Wall or Iron sheet surface.

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CHAPTER NO. 17

WOOD WORK

Notes :-

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

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

(viii)

(ix)

(x)

Sr. No. Description Unit Plains Sub-Mountai

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 icutting and sawing charges including carriage to and from saw mills.

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

The labour rates given in this chapter include the cost of tools and plants and scaffoland material) whereever required.

The rate for item No. 17.4 to 17.9 apply to simple wood work not involving any joibeams battens etc. where jointing is involved as in case of roof trusses compositeincrease the labour and through rate by Rs. 300/- per cu.m. In case of built -in-fixt 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,handles but include the cost of labour for fixing them.

In case fixed glazing is continuous to openable shutter, the area of fixed glazing willup to central line of mullion, if the area of fixed glazing exceeds 25per cent of the ootherwise 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 anbe increased by Rs. 8/- per sqm. If in case of item No. 17.19, 17.20, 17.27 and 17.28is used, extra payment shall be made over and above the through rate of these itemper sq.m. of actual area of glass panes.

The rates for aluminium fittings, as provided in this chapter, are only for the purposesand not for purchasing of fittings through contractor. All aluminium fittings shall be arr 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 aSpecifications, Nothing extra shall be paid for wastage, or for dimensions, suppliedspecified and for horns. The length of each piece shall be measured overall, so as t

projection for lenons. In case of mouldings, roundings circular rebates, circular sections, the sectional area of the piece shall be taken as the area of the least squar from which such section can be cut, and nothing extra shall be paid for suchrebates.

Labour Rate

ThroughRate

Sawing of soft wood like deodar, kailand chil etc., by hand saw includingcarriage to and from hand saw mills.

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Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

17.2

Sqm. 5.50 -- 6.10

17.3

--

(i) Soft Wood Sqm. 6.50 -- 6.50

(ii) Hard Wood Sqm. 15.00 -- 15.00

17.4

Cum. 378.00 6858.00 415.00

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

17.8

Cum. 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 thickSqm. 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 sawincluding carriage to and from sawmills.

Sawing timber at site of work bymanual labour :--

Deodar wood wrought, planed andfixed in position.

Kail wood wrought, planed and fixedin position.

Chil wood wrought, planed and fixedin position.

Commercial hard wood such asHollock, Champ, Chikrassy andChaplash etc. (Non confermingtimber other than teak conferming toI.S specification No. 1,003 kiln

seasoned) wrought, planed and fixedin position.

Teak wood wrought, planed andfixed in position.

Sal wood wrought, planed and fixedin position.

Deodar wood planking planed onboth side rebated and fixed in

position including nails and screwsetc.

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Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

(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 thickSqm. 18.50 87.00 20.50

17.12

(a) 50mm thick Sqm. 28.00 557.00 30.50

(b) 45mm thickSqm. 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 bothsides rebated and fixed in positionincluding nails and screw etc.

Teak wood planking planed on bothsides rebated and fixed in position

including nails and screws etc.

Deodar wood doors windowsincluding chowkats, iron hold fastcorner straps, hinges, screws,chocks, cleats, stops and cords etc.complete fixed in position.

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Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

(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 glazedand 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 ironhold fasts, corner straps, hinges,screws chocks, cleats stops cordsetc. complete fixed in position.

Panelled, glazed or glazed and panelled (Double leaf)

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Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

(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 thickSqm. 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 (SingleLeaf)

Battened and braced shutter 50mm thick complete (SingleLeaf)

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 ironhold 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 inchowkat.

17.14(ii)

Wire gauge kiln Seasoned Hollock wood door shutter without springs inchowkat.

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Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

Note :-

(a) 30mm thickSqm. 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 onexisting chowkats, payment will bemade on overall measurement of masonary openings.

17.15 Deodar wood cup board shutter including chowkat with ply woodpanels or faced on one side fixed inposition (excluding the cost of handles, bolts, hasp with staple butincluding the labour for fixing them).

17.15(ii)

Klin Seasoned Hollock wood cupboard shutter including chowkat withPly wood panels or faced on oneside fixed in position (excluding thecost of handles, bolts hasp withstaple but including the labour for

fixing them)

17.16 Wire gauge fixed on chowkat with25mm thick deodar wood cover moulding of full width.

17.16(ii)

Wire gauge fixed on chowkat with25mm thick kiln seasoned Hollock wood moulding etc.

17.17 Wire gauge fixed on clerestorywindow including deodar woodchowkat and moulding etc.

17.17(ii)

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

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Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

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 chowkatwith 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 woodchowkat (with styles and rails) usingglass.

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 stylesand 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 woodchowkat (without styles and rails)using glass.

4mm thick or 10.75kg.per Sqm.

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Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

(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 x1.3m = 1.56sqm

17.20(ii)

Fixed glazing with kiln seasoned Hollock wood chowkat (without stylesand 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 area1.2mx1.3m=1.56 Sqm

17.21 Deodar wood chowkat including ironhold 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 andany other door fittings other thanspecified above).

17.21(ii)

Deodar wood cup board chowkatsincluding 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 andonly door fittings other than specifiedabove)

17.21(iii)

Kiln seasoned Hollock wood cupboard 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)

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Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

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 woodsuch as hollock, champ, chikrassyand chaples, confirming to I.S.specification No. 1003 (Kiln

seasoned) of door and windowsincluding iron hold fast, corner straps, cleats, stops bolts for holdfasts etc. complete fixed in position.

Kail wood door and windowspanelled, glazed or glazed andpanelled includidng chowkats, Ironhold fast, corners, straps, hinges,screws chocks, cleats stops andcords etc. complete fixed in

position :--

Wire gauge door shutter with kailwood without springs housed inchowkats :--

The note under item No. 17.14 isapplicable to above item No. 17.24as well.

Teak wood doors and windows,panelled, glazed or panelledincluding chowkats, iron hold fast,corner, straps, iron hinges, screws

chocks, cleats, stops and cords etc.,complete fixed in position (excludingcost of Tower bolts and handles butincluding labour for fitting the same).

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Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

17.26

(a) 30mm thick Sqm. 55.00 281.00 61.00

(b) 25mm thickSqm. 55.00 253.00 61.00

17.27


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


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 (withstyles and rails) using glass :--



Fixed glazing with teak woodchowkhats (without style and rails)using glass :--



Fixing wire gauge out side theclerestory window including teakwood chowkat and cover moulding.

Teak wood chowkat including ironhold 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 andevery door fittings other thanspecified above)

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Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

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 latchescomplete (Labour only)

Cost of Aluminium fittings ISI markedcomplete for doors, windows, suchas tower bolts, handles and screwsetc. for these fittings (excludingsliding bolts).

Curtain rod 25mm dia with brackets

fixed in position including nails andscrews etc.

Fixed glass panes (2mm thick or 5.18 kg. per Sqm. glazing area up to900 sq.cm. of each panes) with nailsand putty or wooden strip completein all respects.

Fixing glass panes (glazing areaover 900 sq cm. of each pane) withnails and putty or wooden stripcomplete 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).

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Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

17.36

(a)

(i) 20 mm thickSqm. 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 thickSqm. 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 flushdoor fixed in position including costof teak wood chowkats iron hold fast,corner straps iron hinges cleats and

stops etc. (excluding the cost of anyfittings other than specified abovebut including labour for fixing thesame in position.)

Commercial with elm or gurjanfacing on both sides withlaminated core and lippededges :-

Decorative with elm or gurjanfacing on one side teak facingor the other side edge lippedwith teak, with laminated core.

Decorative with teak facing onboth side edge lipped withteak, with laminated core.

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Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

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 wood50mm x 50mm x 50mm plugsincluding cutting brick work and fixingin cement mortar 1:3

Providing and fixing deodar woodplain lining tongued and grovedincluding wooden plugs (Teak)placed at 45cm to 60cm centre,complete with necessary screws(frame work shall be payable extra)

Providing and fixing kail wood plainlining tongued and groved includingwooden plugs (Teak) placed at 45cmto 60cm centres, complete withnecessary screws (Frame work willbe payable extra)

Providing and fixing teak wood plainlining tongued and groved includingwooden plugs (Teak) placed at 45cmto 60cm centres, complete withnecessary screws (frame work shallbe payable extra)

Providing and fixing ply wood, plainlining but jointed including woodenplugs (Teak) placed at 45cm to 60cmcentre complete with necessary nails(Frame work shall be payable extra)

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Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

(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 plywood with teak faced on oneside.

6mm thick decorative plywood teak faced on one side.



4mm thick 3 ply commercialply wood.

9mm thick commercial plywood.

12mm thick commercial plywood.

Providing and fixing deodar woodBeading in door and window,chowkats with iron screws fixed inposition, complete as per design andshape required.

Providing and fixing beading to door and window chowkat of commercialhard wood such as hollock champ,chukrassy and chaplash etc. (Nonconiferous timber other than teakconforming to I.S.I specification No.1003 kiln seasoned) with ironscrews, fixed in position complete as

per design and shape required.

Providing and fixing teak woodbeading to door windows chowkhat,with iron screws fixed in positioncomplete as per design and shaperequired.

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Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

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

17.45

(a) Deodar wood Metre 5.80 32.00 6.40

(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

(a) Deodar woodMetre 6.80 37.00 7.50

(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 25mmdiametre wooden curtain rod andbrakets, including fixing with 25mm x3mm M.S flat 10cm long and plugs(Teak) etc. complete.

Commercial hard wood suchas Hollock, Champ,Chikrassy and Chaplashek

Providing and fixing 12mm thick150mm wide palmets with 25mm diawooden curtain rod and brackets,including fixing with 25mm x 3mmM.S flat 10cm long and plugs (Teak)etc. complete.

Extra for Providing and fixing

aluminium curtain rail with rollersstop ends and brackets in palmets,instead of Teak wood curtain rod25mm dia and brackets (Actuallength of rail to be measured).

Providing and fixing 4mm thick hardboard of approved quality in partitionincluding fixing to frames with screwscomplete (Beading and frame workto be paid separately).

8/8/2019 New Csr2009




Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

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 plywood 4mm thick three ply Teakfaced on one side in partitionincluding fixing to frames with steel

screws complete (Beading and framework to be paid separately).

Providing and fixing helical door spring 150mm (superior quality)including necessary screwscomplete.

Providing and fixing M.S doubleaction spring hinges with necessaryscrews etc. complete.

Providing and fixing hydraulic door closer I.S.I mark with necessaryscrews 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 (sizeof door 851mm to 1000mm)

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

8/8/2019 New Csr2009




Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

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 anodisedaluminium work for doors, windows,ventilators and partitions withextruded built up standard tubular

sections/ appropriate z sections andother sections conforming to IS: 733and IS : 1285 of Jindal, Hindalco,Mahavir or equivalent makeapproved by Engineer-in-chargefixed with rawl plugs and screws or with fixing clips, or with expansionhold fasteners including necessaryfilling up of gaps at junctions, at top,bottom and sides with requiredPVC/neoprene felt etc. Aluminiumsections shall be smooth, rust free,straight, mitred and jointedmechanically wherever required

including cleat angle, Aluminiumsnap beading for glazing / panelling,C.P.brass/ stainless steel screws, allcomplete as per architecturaldrawings and the directions of Engineer-In-Charge. (Glazing andpanelling to be paid for separately).

For shutters of doors,windows & ventilatorsincluding providing and fixinghinges/pivots and labour for fixing of fittings wherever required including the cost of PVC/neoprene gasketrequired in groove of meetingstyle.

Providing and fixing 12mm thickprelaminated particle board flatpressed three layer or graded woodparticle board conforming to IS:12823 Grade-l Type-ll, in panellingfixed in aluminum doors, windowsshutters and partition frames withC.P. brass / stainless steel screwsetc. complete as per architecturaldrawings and directions of Engineer-In-Charge.

8/8/2019 New Csr2009




Labour Rate

1 2 3 4 5 6

Labour Rate

ThroughRate

(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 boardwith decorative lamination onone side and balancinglamination on other side.

Pre-laminated particle boardwith decorative lamination onboth sides.

Providing and fixing glazing inaluminium door, window, ventilator shutters and partitions etc. with PVC/neoprene gasket etc. complete asper the architectural drawings andthe directions of engineer-in-charge.(Cost of aluminium snap beadingshall be paid in basic item).

With float glass panes of 5.5mm thickness.

With float glass panes of 4mm thickness.

Providing and fixing double actionhydraulic floor spring of approved

brand and manufacture IS : 6315marked, for doors including cost of cutting floors as required, embeddingin floors and cover plates with brasspivot and single piece M.S. sheetouter box with slide plate and withstainless steel cover plate etc.complete as per the direction of Engineer-in-charge.

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etres.

nous Region

7

--

sawing and

lvanised wire

lding (Labour

ting such asbeams, etc.,res involving

Tower bolts,

be measuredenable area,

d 17.35 shallfrosted glasss at Rs. 8.00

of estimatinganged by the

s per P.W.Deyond those

o include the

and varyingor rectangleoulding and

ThroughRate

8/8/2019 New Csr2009



nous Region

7

ThroughRate

--

--

--

--

6896.00

6008.00

5098.00

4819.00

11307.00

8593.00

339.00

307.00

275.00

217.00

181.00

8/8/2019 New Csr2009



nous Region

7

ThroughRate

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

8/8/2019 New Csr2009



nous Region

7

ThroughRate

361.00

341.00

307.00

393.00

381.00

371.00

311.50

301.50

292.00

281.00

269.00

8/8/2019 New Csr2009



nous Region

7

ThroughRate

250.00

283.00

275.00

263.50

273.00

266.00

259.00

209.00

189.00

169.00

154.00

8/8/2019 New Csr2009



nous Region

7

ThroughRate

238.00

232.00

201.00

199.00

88.00

76.00

178.00

136.00

8/8/2019 New Csr2009



nous Region

7

ThroughRate

95.00

83.00

263.00

276.00

293.00

301.00

205.00

219.00

235.00

248.00

237.00

257.00

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nous Region

7

ThroughRate

281.00

191.00

210.00

241.00

145.00

104.00

85.00

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nous Region

7

ThroughRate

104.00

323.00

306.00

169.00

154.00

504.00

478.00

446.00

8/8/2019 New Csr2009



nous Region

7

ThroughRate

286.00

258.00

384.00

399.00

415.00

429.00

335.00

356.00

389.00

263.00

191.00

8/8/2019 New Csr2009



nous Region

7

ThroughRate

-

-

-

17.00

25.00

4.30

79.00

104.00

152.00

8/8/2019 New Csr2009



nous Region

7

ThroughRate

389.00

397.00

405.00

423.00

419.00

436.00

454.00

466.00

483.00

496.00

509.00

523.00

8/8/2019 New Csr2009



nous Region

7

ThroughRate

1.00

138.00

92.00

125.00

82.00

456.00

298.00

245.00

161.00

8/8/2019 New Csr2009



nous Region

7

ThroughRate

136.00

155.00

167.00

185.00

71.00

88.00

94.00

7.30

6.90

6.40

11.00

8/8/2019 New Csr2009



nous Region

7

ThroughRate

9.40

32.50

28.50

24.00

49.50

37.50

33.50

28.50

58.50

7.80

41.50

8/8/2019 New Csr2009



nous Region

7

ThroughRate

125.00

40.80

12.25

22.35

30.05

33.95

242.00

258.00

308.00

197.00

8/8/2019 New Csr2009



nous Region

7

ThroughRate

236.27

252.78

8/8/2019 New Csr2009



nous Region

7

ThroughRate

820.57

855.22

715.30

588.25

1659.71

8/8/2019 New Csr2009



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 heimetres above plinth. For additional slab of height of 4 metres, or part thereof, the rates fo18.1, 18.2 are to be increased by Rs. 2.00 per quintal, and the rates for item Nos. 18.are to be increased by Rs. 4.00 per quintal.

The labour rates given in this chapter include the cost of tools and plants, weldingscaffolding (labour and material) where ever required. The labour rates also cover thand gas charges, where welding work is done.

The rates given in item No. 18.17 are also applicable for the item of "tie rod" providedsteining. These rates also includes the cost of flat steel bond ring, threading and welding,done, complete in all respects. Only bottle nuts are payable as per item No. 18.16.

Sub-MouReg

Labour Rate

ThroughRate

Labour Rate

Steel work, fixed independently withoutconnecting plates, including cutting, hoistingand fixing in position :-

Steel work in hip and jack rafters, commonrafters purlins etc. with angle iron cleats andother connecting plates.

Structural steel work in angles, tees andflats, rivetted or welded including cutting fixingall gusset plates, bolts, nuts, rivets, weldingrod, etc. with hoisting and erecting inposition :-

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1 2 3 4 5 6

Sub-MouReg

Labour Rate

ThroughRate

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 andtrussed girders, etc. of any span for buildings and bridges upto 15 metresspan.

For roof trusses, well curbs, plates andtrussed girders, etc. of any span for buildings and bridges more than 15metres upto 30 metres span.

Wrought iron and mild steel ladders, framedgrills, grating etc. with ends of bars, rivettedor 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 andarrangements.

Structural steel work in built-up girders, or stanchions, built up of one joist or channelsections rivetted or welded, including cuttingand fixing all gusset plates, bolts, nuts, rivets,welding rods, etc. complete with flange plates,heads, sole plates angle connections, etc. withhoisting and erecting in position.

Structural steel work in compound built upgirders or stanchions built up from two or more R.S. joists or chanel section or platesand angles etc. rivetted or welded, includingcutting 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 hoistingand erecting in position.

Providing & fixing G.I. sheet 0.80 mm thickgarage doors, with 40mm x 40mm x 6mmangle frame with diagonal braces, 3.15 mm.thick gusset plates at the junctions, hooks atthe top and 25mm dia pulleys and T-iron50mm x 50mm x 6mm guides at bottomincluding locking arrangement with handles,and pintles, etc. complete.

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1 2 3 4 5 6

Sub-MouReg

Labour Rate

ThroughRate

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 thicksliding shutters, with 40mm x 40mm x 6mmangle iron frame with diagonal braces, 3.15mm. gusset plates at the junctions, hooks atthe top and 23mm dia pulleys at the bottomand 40mm x 40mm x 6mm angle iron top andbottom guides including locking arrangementswith handles etc. complete.

Supplying and fixing rolling shutters of approved make, made of 80mm x1.25mm M.S. Laths, interlockedtogether through their entire length, and jointed together, at the end by endlocks, mounted on specially designedpipe shaft, with brackets, side guides27.5 cm. long wire spring grade No. 2and arrangement for inside and outsidelocking, with push and pull operationcomplete, including top cover 0.80mmthick (payment is to be made for theexact size of opening; where rollingshutter is to be fixed).

Providing & fixing ball bearing, for push

and pull type rolling shutters, from 9.20to 12 sqm. area.

Extra for providing mechanical device, chainand crank operation, for operating rollingshutters, exceeding 11.20 Sqm. In area, of therolling shutter.

Providing and fixing in position collapsible steelshutters, with vertical channels 20mm x 10mmx 2mm and braced with flat iron diagonals20mm x 5mm size with top and bottom rails of T-Iron 40mm x 40mm x 6mm with 38mm diasteel pulleys, complete with bolts, nuts, lockingarrangements, stoppers, handles etc.complete.

Supplying and fixing fan clamps with 50mm x6mm flat iron, 50cm long and U-hooks of 16mm diameter M.S. bars, of approved size

with nuts including threading etc. complete.

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1 2 3 4 5 6

Sub-MouReg

Labour Rate

ThroughRate

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 hooks80 cm long, of required shape and size.

Providing and fixing M.S round, or square barsat 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 thecomplete 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 withiron 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 coatsof readymixed paint, red lead non-setting

primer

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1 2 3 4 5 6

Sub-MouReg

Labour Rate

ThroughRate

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 lugsand 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 cmcement concrete blocks of 1:2:4 mix, excludingfixing of glass panes and cost of cementconcrete.

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, includingcost 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 toP.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 singlerebate.

Doors and windows frame of size113mm x 60mm with 35 mm wide singlerebate.

Doors and windows frame of size161mm x 60mm with 40 mm widedouble rebate.


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1 2 3 4 5 6

Sub-MouReg

Labour Rate

ThroughRate

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. specificationsincluding 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 inthe frame and cement concrete 1:2:4 for lugs)complete.





The centre mullion in any door andwindow frame will be counted and paid1½ time of outer section, for its clear length.

These rates have been prepared/calculated adopting the unit as runningmetre before recording themeasurements, it shall be ensured bythe sub divisional Engineer/Engineer-in-charge that both gauge and weight of steel chowkats shall be chacked andthe actual weight shall not vary morethan 5% from the theoratical calculatedweight.

Sr.No.

118mm x 60mm with 40mm wide singlerebate

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1 2 3 4 5 6

Sub-MouReg

Labour Rate

ThroughRate

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

18.26

Cm - 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 singlerebate.

161mm x 60mm with 40mm wide doublerebate.

151mm x 60mm with 35mm wide doubleretate.

Before making the payment the gauge,the size and the section of steelchowkat (whether for single rebate or for double rebate including the sectionalsize ) and the weight of steel chowkatsshall be recorded in the measurement

book by the Sub DivisionalEngineer/Engineer-in-Charge to ensureconformity with the above stipulationsregarding weight.

18.24 Supplying and fixing glass panes includingspecial 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 standardrolled steel section, with 3mm thick flat ironcover moulding of 12.5mm width, fixed withmachine screws, complete in all respects.

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

Providing and fixing M.S. angle iron 40mm x6mm chowkat including iron holds fasts, butthinges fixed in position, finished with red leadnon setting primer complete in all respect.

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1 2 3 4 5 6

Sub-MouReg

Labour Rate

ThroughRate

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 outof M.S. square bars 20mm x 20mm as verticalpart 0.70 metre high fixed with M.S. base plateof 40mm x 40mm x 6mm and flat iron 40mm x6mm as hand rail complete in all respect.

Providing & Fixing of 10 guage welded mesh of 75mm x 25mm size fixed on steel glazing withM.S. flat 20mm x 6mm beeding complete in all respect including painting two coats withSynthetic Enamel Paint and Priming coat.

Providing & Fixing M.S. Flat 50mm x 6mm x 150mm long with 10mm M.S. bar ends 175mmlong hooks in R.C.C. slab for fixing falseceiling.

Providing & Fixing door floor spring doubleaction of I.S.I specification for aluminum doors/ steel doors

Providing & Fixing of 12mm M.S. Rod incement concrete block of size 675mm x

150mm x 150mm including cost of block for cycle stand as per design required complete inall respect. Per

Block

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

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.

7

600.00

616.00

620.00

628.00

ht up to 4item Nos.,18.6,18.7

rods andelectrical

in the wellwhenever

tainousion

ThroughRate

8/8/2019 New Csr2009



7

tainousion

ThroughRate

830.00

893.00

893.00

924.00

637.00

696.00

311.00

8/8/2019 New Csr2009



7

tainousion

ThroughRate

399.00

241.00

134.00

56.00

229.40

23.00

8/8/2019 New Csr2009



7

tainousion

ThroughRate

9.50

6.80

14.00

603.00

596.00

689.00

11.10

10.60

8/8/2019 New Csr2009



7

tainousion

ThroughRate

10.70

-

-

49.50

49.00

58.00

57.50

8/8/2019 New Csr2009



7

tainousion

ThroughRate

42.00

41.50

50.00

49.50

8/8/2019 New Csr2009



7

tainousion

ThroughRate

98.00

121.00

83.00

0.40

79.00

229.00

8/8/2019 New Csr2009



7

tainousion

ThroughRate

94.00

77.25

5.55

738.00

24.20

1.10

8/8/2019 New Csr2009


Page 143 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

19.1

Sqm. 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 ashall 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,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, twell 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 labothrough rates shall be increased by Rs. 6.00 per cum.

Sub-MoRe

Labour Rate

ThroughRate

Labour Rate

Dressing bed and preparation of sub gradefor lining.

Dressing side slopes and preparation of subgrade for lining.

Dressing bed and preparation of sub gradefor lining in earth work with admixture of shingle or kankar :-

Dressing side slops and preparation of sub

grade for lining in earth work with admixtureof shingle or kankar :-

Dressing bed and preparation of sub-gradefor lining in mixed gravel and conglomeratereaches.

Dressing side slopes and preparation of subgrade for lining in mixed gravel andconglomerate reaches.

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1 2 3 4 5 6

Sub-MoRe

Labour Rate

ThroughRate

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 30.48x 15.24 cm laid in 1:5 cement mortar as mentioned above.

Sand-wiched plaster 1:3 cement sandmortar 16mm thick.

Second layer of tile 5.08 cm thick laidin 1:3 cement mortar with 6mm thicklayer of mortar over sand-wichedplaster :-

Upto 3.5 metres height above bedlevel.

Above 3.5 metres but upto 5.5 metresheight

Above 5.5 metres but upto 7.5 metresheight

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 tiles30.48 x 15.24x5.08cm. laid in 1:5cement mortar mentioned above.

20mm thick cement plaster 1:3properly rendered and finished.

Cement concrete lining 15cm. thick or lessfor irrigation channels, using cement concrete

1:3:6 :-

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1 2 3 4 5 6

Sub-MoRe

Labour Rate

ThroughRate

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

19.10

Cum. 54.50 54.50 54.50

19.11

Metre 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

19.16

sq m 0.06 1.00 0.07

Note :-

19.17

0.09 0.36 0.09

19.18

Each 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 sideslopes for vertical height above 3.5mbut upto 5.5m.

hand mixed concrete lining on sideslopes for vertical height above 5.5mbut upto 7.5m.

Excavating conglomerate for drains and bedsleepers under the lining.

Making dry brick drains behind lining 7.5cmbrick alround.

Putting 1:3 cement sand slurry 6mm thickon prepared bed and side slopes beforelaying concrete on bed and side slopes.

Extra allowance for providing templates incurved portion of lining.

sq m of curvedsurface

Extra allowance for form work in concretelining :-

Extra allowance for scaffolding in tile andconcrete lining for side slopes only.

The rates for item No. 19.16 are payable onarea of side slopes only.

Filling expansion joints with specialimpervious hot pour 12.5mm wide.

Per mtr.per cm.depth.

Bending and fixing iron rungs on linedslopes.

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1 2 3 4 5 6

Sub-MoRe

Labour Rate

ThroughRate

Labour Rate

19.19

Metre 0.70 6.70 0.70

Note :-

19.20

Metre 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, consistingof 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 areincluded in the rate of item No. 19.13 for curing and are not payable in addition. Theserates are payable only when curing is donedepartmentally and the work of french drain isgot done through contractor.

Dismantling perforated french drain on top of

lining.

Collecting kattals and brick bats from bedincluding stacking of collected material outside the canal.

Same ratesas for

carriage of materialsover shortlead plus

Rs. 1.20 per cum. for

collectingthe

scatteredmaterial.

Same ratesas for

carriage of materialsover shortlead plus

Rs. 1.20 per cum. for

collectingthe

scatteredmaterial.

In item No. 19.21, lift shall be converted intohorizontal 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 andpaid for only when specially permitted by theSuperintending Engineer.

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances,lead and dressing :-

depth exceeding 1.5 metres but upto3.0 metres.

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1 2 3 4 5 6

Sub-MoRe

Labour Rate

ThroughRate

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

(b) On side slopes.Sqm. 16.50 68.00 16.50

19.25

(a) In bed Sqm. 8.60 41.50 9.40


19.26

(a)

- - -

(b)

- - -

(c)

Sqm. 14.00 14.00 15.00

depth exceeding 3.0 metres but upto

4.5 metres.



The height in item No. 19.23 is to bemeasured vertically.

The rates for lip cutting are payable for

the entire depth including the bottomcurve.

Double layer tile lining for water storagetanks as per specifications of item no. 19.7but including cost of dressing of sub grade,providing scaffolding and curing etc. completein all respect.

Lining of water storage tanks with 5 cm.thick cement concrete 1:3:6 laid over 7.5 cmthick layer of cement concrete 1:6:12including dressing of sub grade, curing of work and scaffolding etc., complete in allrespects :-

Single layer brick lining for irrigationchannels (Distributaries and minors) or section for all depths consisting of :-

First layer 12.5mm thick cementplaster 1:5 on sub grade and finished.

Second layer of 10mm thick cementplaster 1:3 properly rendered andfinished.

75mm thick bricks laid in 1:3 cementsand mortar over second layer.

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1 2 3 4 5 6

Sub-MoRe

Labour Rate

ThroughRate

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 densitypolyethylene over dressed sub-gradewith 12.5 mm thick sand cushion incurved bed portion only includinglaying, trenching and jointing L.D.P.E

Brick lining 7.5cm thick in 1:3 cementsand mortar over 12.5 mm thick baseplaster 1:6 over dressed sub-gradeincluding laying, trenching and jointingof low density polyethylene.

Raking, cleaning and filling of Hollow joints incement sand mortar 1:3 on side slopes of tilelined channels.

If the work pertains to flat brick lining insteadof Tile lining the labour rates as well as thethrough rates will be increased by 33%.

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7

0.60

0.95

0.90

1.15

1.15

1.50

1.70

1.95

d the water

atering and

e labour as

r as well as

ntainousgion

ThroughRate

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7

ntainousgion

ThroughRate

-

-

-

-

-

58.00

60.00

61.00

61.00

36.50

36.50

36.50

362.00

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7

ntainousgion

ThroughRate

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

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7

ntainousgion

ThroughRate

6.70

-

-

4.05

4.45

7.50

8.00

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7

ntainousgion

ThroughRate

8.70

9.70

10.50

63.00

68.00

42.50

46.00

-

-

15.00

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7

ntainousgion

ThroughRate

11.50

16.00

5.50

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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 dischaparent channel opposite the oulet.

The labour rates include the rehandling of materials within 100 metres.

Sub-MouRe

Labour Rate

ThroughRate

Labour Rate

Earth work for dismantling or construction of newpipe or barrel type out lets (including excavationrefilling, 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 areclassified as branches and therefore their payments should be made based on actualmeasurements.

Earth work involved in dismantling open flumeA.P.M. or O.S.M. type out lets (includingexcavation, refilling, consolidation and dressing)

Earth work involved in dismantling gulletwalls of outlets for adjusting 'Y' of A.P.M. or 'B'of open flume out lets :--

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1 2 3 4 5 6

Sub-MouRe

Labour Rate

ThroughRate

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 willusually be located in main canal andbranches, payment for these should bebased on actual measurements.

In case of dismantling, all earth workborrowed from outside for making up thedeficiency in banks, if any, will be paid for separately in addition to above rates.

The job rates given above include alloperations for excavation, refilling and

watering in layers, consolidation anddressing.

Dismantling outlests including removal of dismentled material involving lead upto 100metres.

Channel discharge above 1.5 Cum./s butupto 3 Cum./s

Channel discharge above 3 Cum./s butupto 6 Cum./s

Channel discharge above 6 Cum./s butupto 10 Cum./s

Dismantling O.F., A.P.M. or O.S.M. typeoutlets consisting of total dismentling i.e.,concrete R.C. slab and cement masonry.

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1 2 3 4 5 6

Sub-MouRe

Labour Rate

ThroughRate

Labour Rate


(iii) With 'H' more than 0.9m but upto 1.10m Job 389.00 - 389.00

©

(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. typeoutlets involving dismentling cementmasonry and removing of precast R.C.Slab :--

Complete dismantling including concreteand masonry.

Complete dismantling concrete andmasonry.

Complete dismantling concrete as well asmasonry.

Making temporary A.P.M. block and fixing atsite :--

In case of new out lets where nodismantling and reconstructing of gulletwalls is involved.

Extra for dismantling and reconstructinggullet walls where temporary A.P.M. blockis to be fixed on existing outlet, withoutchange in width of gullet i.e. 'B'

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1 2 3 4 5 6

Sub-MouRe

Labour Rate

ThroughRate

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 oldoutlets where dismantling andreconstructing of gullet walls is involvedincluding 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 inposition.

In case of new outlets where nodismantling and reconstructing of gulletwalls is involved.

Extra over item No. 20.4 (a) in case of outlets where dismantling andreconstructing of gullet walls is involvedwithout change in width of gullet i.e., 'B'of the outlet

Same rate as per item no. 20.3 (b)

Same raitem no.

Extra over item No. 20.4 (a) in case of old outlets where dismantling andreconstructing of gullet walls is involvedincluding change in width of gullet i.e., 'B'of the outlet upto 30 m.m

Same rate as per item no. 20.3 (c)

Same raitem no.

Adjusting check plates of open flume outlet tocorrect 'B' and fixing at site flush with the gulletwalls :--

In case of new outlets where nodismantling and reconstructing of gulletwalls is involved.

Extra over item No. 20.5 (a) in case of old outlets where dismantling andreconstructing of gullet walls is involvedwithout change in width of gullet walls

i.e., 'B' of the outlet Same rate as per item no. 20.3 (b) Same ratitem no. 2

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1 2 3 4 5 6

Sub-MouRe

Labour Rate

ThroughRate

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 andreconstructing side walls is involved

including change of 'B' upto 30 m.m

In case change in 'B' is more than 30mmcurved approach shall have to be

dismantled considerably and thereforepayment may be made on the basis of theactual measurements.

Rates for adjusting 'B' of an open flumeoutlet without check plates will be thesame 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 thecase 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 thecase may be for adjusting crest level of O.F. andA.P.M. outlets with 1:2:4 cement concrete whenraising of the crest level is involved.

Constructing, watching and removing bund inrunning 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 barreltype outlets for sub mountainous region :--

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1 2 3 4 5 6

Sub-MouRe

Labour Rate

ThroughRate

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

20.11

22.50 27.50 25.00

For channels with designed F.S. depth upto 0.5m

For channels with designed F.S. depthabove 0.5m but upto 0.9m


For constructing complete O.F. or A.P.M.type outlets in running water :--

For channels with designed F.S. depth up

to 0.5m



For dismentling or constructing pipe

For channels with designed F.S. depth upto 0.5m



Adjusting 'B' of tail cluster by dismantling andrebuilding 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

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1 2 3 4 5 6

Sub-MouRe

Labour Rate

ThroughRate

Labour Rate

20.12

Metre 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 mmdiameter.

Laying re-inforced cement concrete pipes for outlets and culverts including joining ends andfixing collar with cement mortar 1:2 :--

above 150 mm but upto 300 mm insidedia.

above 300 mm but upto 600 mm insidedia.

above 600 mm but upto 900 mm inside dia.

The through rates for item No. 20.13 areapplicable when the joints are plugged withcoment mortar 1:2.

Hoisting and placing precast R.C. Slab or stones in position on outlets or W.C culverts.

Per outlet or culvert

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7

-

-

-

-

-

-

-

-

-

rge of the

ntainousion

ThroughRate

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7

ntainousion

ThroughRate

-

-

-

-

-

-

-

-

-

8/8/2019 New Csr2009



7

ntainousion

ThroughRate

-

-

-

-

-

-

-

-

-

-

-

41.00

82.00

8/8/2019 New Csr2009



7

ntainousion

ThroughRate

136.00

179.00

126.00

241.00

352.00

-

te as per 20.3 (b)

te as per 20.3 (c)

as per 0.3 (b)

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7

ntainousion

ThroughRate

137.00

296.00

432.00

29.50

44.00

58.00

23.50

32.50

47.00

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7

ntainousion

ThroughRate

120.00

222.00

364.00

255.00

353.00

584.00

115.00

146.00

200.00

64.00

-

-

-

30.00

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7

ntainousion

ThroughRate

-

4.05

9.10

23.50

45.00

-

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CHAPTER NO. 21

PILE DRIVING

Notes :-


1 2 3 4

21.1 Loading or unloading steel sheet piles from Trucks. Tonne 5.90

21.2

Qtl. 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 workbe done departmentaly as far as possible. No firm rate can be provided fo

the special nature of the job, the rates for which may vary considerably acc

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 drillingand fixing dolly.

90O

135O

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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 anddriving including cost of all machinery and plant, butexcluding cost of piles :--

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Remarks

5

s of sheet piling shouldr sheet piling in view of

rding to site conditions.

To be done by hand,crane or ramps

including cost of rope.

Rates include laying andremoving of track and

carriage of piles tomachine with averagedistance of 100 metre.

The rates are for thetackle gangs only

supplied by contractors.Mechanical labour will be

supplied by thedepartment T-piles andadjustable junction pileswill be counted as two

piles.

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Remarks

5

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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 hpulsometer, gentry and Kentledge etc. as well as loading, unloading of Kentledge a

pumping of water, where required including removing the excavated soil to a distance of

In case of running streams or rivers, the spring level will be taken as the low watestream or river.

The rates given below do not cover the cost of false masonry and is payable extraprovided for well-steining in Chapter No.(11)-"Brick Work", if applicable or as per actuand 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 7.5ground level. In case depth of spring level is more than 7.5 metres, but upto 15 metres

level, increase the rates of item No. 22.6 to 22.10, by 50%. If depth of spring level ismetres, but upto 30 metres, below ground level, increase the rates of item No. 22.6 toper cent.

Where due to presence of boulders, the well sinking is likely to be more difficult and crates will be framed by the Superintending Engineer, keeping in view the results of trial b

Rates inplains

Earth work for digging well in dry excavation from ground levelup to the level where well kerb is placed including depositingspoil with in 60 metres radius, and filling space, outside thewell, 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 whendepth is more than 4.5 metres from ground level.

Dry sinking of wells in alluvial soils, having admixture of clayless than 20 percent :--

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1 2 3 4

Rates inplains

(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, belowground level.

Exceeding 10.5 metres but up to 13.5 metres, below

ground level.

Dry sinking of wells in alluvial soil with admixture of clay morethan 20 percent or admixture of kankar up to 15 percent :-



Wet sinking of wells in soil with admixture of kankar/shingle, upto 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 springlevel.


Exceeding 6 metres, but up to 9 metres below springlevel.




8/8/2019 New Csr2009




1 2 3 4

Rates inplains

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 clayand kankar/shingle exceeding 33 percent but upto 50 percent

(Percentage of kankar/ shingle not exceeding 45) :-



Exceeding 6 metres, but up to 9 metres below spring

level.




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 clayand kankar/shingle exceeding 50 percent but upto 70 percent(percentage of kankar/ shingle not exceeding 65) :-


Exceeding 3.0 metres, but up to 6 metres below spring

level.





level.

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1 2 3 4

Rates inplains

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 100percent, or of clay exceeding 70 percent but less than 100percent or of both clay and kankar/shingle, exceeding 70

percent but less than 100 percent :-




level.




Wet sinking of wells in soil containing admixture of

kankar/shingle or and clay 100 percent :-




level.




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1 2 3 4

Rates inplains

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 belowground level including bailing out water and dredging.

Per cum of the volume

cleared

inside thewell

For Sub Mountainous Areas onlyWell sinking in general including all pumping shoring etc.






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5

684.00

834.00

1048.00

1369.00

---

14.50

---

ist, dredger,nd bailing or

60 metres.

r level in the

at the ratesal work done

etres belowelow ground

ore than 1522.10 by 100

ostly, specialores.

Rates in Sub-Mountainous

Area

8/8/2019 New Csr2009



5


Area

---

---

---

---

---

---

---

--

--

--

--

--

--

--

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5


Area

--

--

--

--

--

--

--

--

--

--

--

--

--

--

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5


Area

--

23344.00

28035.00

33734.00

36845.00

40384.00

48282.00

8/8/2019 New Csr2009



CHAPTER NO. 23

RIVER AND CANAL PROTECTION WORKS


Labour Rate

1 2 3 4

23.1

(a) Loose Cum. 5.60

(b) Compacted in rolls of required diameter and length. Cum. 23.00

23.2

(a) Loose Cum. 1.25

(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 "Plas "Sub-M

Reg

Cutting pilchi, farash and sarkanda and carriage to work leadtwo K.M. including loading and unloading :--

Loading pilchi, farash and sarkanda in boats within 15metres :--

Carriage of pilchi, farash and sarkanda by boats includingloading and unloading :--

Unloading Pilchi, farash and sarkanda from boats and carriage to yard upto one K.M. :--

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Labour Rate

1 2 3 4


Reg

(a) Loose Cum. 2.80

(b) Compacted Cum. 6.90

23.5

(a) 20 cm. or 23cm. dia. and 9m long Each 4.85

(b) 15cm. dia. and 9 m long Each 3.25

(c) 15cm, dia. and 1.5 m long Each 0.39

Note :-

23.6

Each 22.00

23.7 Launching the above and placing in position. Each 15.50

23.8

Sqm. 20.00

Note :-

23.9

(a) 3rd K.M.

--

(b) Subsequent K.M. per K.M.

--

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 additionto 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 permeablespurs.

Pilchi, farash or sarkanda pitching on slope with rolls 15cm,dia. and 1.5m, long including supply of pilchi involving carriagewith in 2 K.M. and labour for making rolls.

For above items, pitching shall be of 15cm. dia. Layers of pilchilaid as header and 1.5. metres in length alternating with 15 cm.covering of earth for consolidation including pegs and tyingwith wire (to be supplied by the department free of cost.)

Extra for carriage beyond 2 Km. of pilchi rolls 15cm, dia. 1.5mlong (vide item No. 23.8)

sq m of

pitchingsurface

sq m of pitchingsurface

sq m of pitchingsurface

80 percentof rate of item No.

23.8 & 23.9

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Labour Rate

1 2 3 4


Reg

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 250sqm.

Gachi pitching with average thickness of 30cm (joints to bebroken)

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 canalplantation with in 2 K.M. :--

Wattling brush wood between stakes and intertwinning. Metre of one row.


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Labour Rate

1 2 3 4


Reg

(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

23.22

100 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

23.26

100 Nos 46.00

23.27

100 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


Wattling brush wood between stakes and intertwinning. Metre of

one row.

Filling cement bags with sand or earth and sewing includingcost 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 positionwithin 30 metres in dry, including cost of strings.

Filling cement bags with sand sewing and laying in positionwithin 30 metres in water, including cost of strings.

Weaving wire netting for wire crates including binding sidesand partitions to make crate of 15 cm x 15 cm or 25cm x 7.5cm mesh.

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Labour Rate

1 2 3 4


Reg

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

23.36Cum. 23.50

23.37

Sqm. 2.85

23.38

(a) 4 mm dia. G.I. wire 25 cm x 7.5 cm mesh Cum. 30.50

(b)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 workincluding cutting old trangger and stacking old stones for re-use.

Filling spaces and foundations with old stones obtained fromdismantling including labour for dismantling.

Spreading wire crates over pitching connecting with sideprotective 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 (diagonalwise)

4.75 mm dia. G.I. wire 25 cm x 7.5 cm mesh (diagonalwise)

4.75 mm dia. G.I. wire 15 cm x 15 cm mesh (diagonalwise)

3.25 mm dia. G.I. wire 25 cm x 7.5 cm mesh (diagonalwise)

3.25 mm dia. G.I. wire 15 cm x 15 cm mesh (diagonalwise)

8/8/2019 New Csr2009




Labour Rate

1 2 3 4


Reg

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 allowon 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) conformingto the relevant I.S.I. specifications, in lieu of G.I. Wire.

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5

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

ins "as welluntainouson"

Through

Rate

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5


ThroughRate

--

--

--

--

--

--

--

--

4.00

2.50

--

--

--

8/8/2019 New Csr2009



5


ThroughRate

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

8/8/2019 New Csr2009



5


ThroughRate

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

8/8/2019 New Csr2009



5


ThroughRate

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

8/8/2019 New Csr2009



5


ThroughRate

--

--

--

--

--

--

--

--

8/8/2019 New Csr2009



CHAPTER NO. 24

ROAD WORK

Notes :-

(i)

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

(iii)


1 2 3 4 5 6

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 includingcost of fuel, lubricants, stores, establishment, depreciation and interest charges. In

machinery is provided by the Department, the working cost, as mentioned above shall befrom the contractor at the rates fixed by the Department.

The rates include the cost of water, where water is supplied free by the Department, thebe reduced suitably.

Sub-MouReg

Labour

Rate

Through

Rate

Labour

Rate

Preparation of Sub Grade includingtrenching, rought dressing of spoil, finaldressing of earth to give level and camber,watering, rolling with a road roller andcompacting the bed.

Consolidation of Sub grade with road roller including making good the undulation etc.with earth or quarry spoils etc. and rerollingthe sub grade.

Laying and consolidation of lime treatedstabilized soil sub base, with admixture of any percentage of lime, by weight, of soil,including digging earth, pulverization,levelling and watering of soil stacks & wetmixing, manually or by tractor, with discharrow, including pouring of soil mixture, andspreading to camber, including rolling andcuring, complete with all other allowances,but excluding the cost of lime.

8/8/2019 New Csr2009




1 2 3 4 5 6

Sub-MouReg

Labour Rate

ThroughRate

Labour 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 soilsub base or wearing course, with admixtureof any per centage of lime, by weightincluding 30 to 50 percent brick ballast,including digging of earth, stacking of soil,pulverization, dry mixing, levelling andwatering, wet mixing of soil, lime and brickballast, manually or by tractor, with discharrow, including pouring of mixture, andbringing to camber, including sprinkling of water on the sub base, wearing course, androlling, including curing with water, complete,all operations, but excluding the cost of brickballast and lime.

Laying and consolidation of granular subbase as per specifications including makingside dowels, carring the material from stacksand spreading to templates andconsolidating the Sub-base to proper camber with road roller, excluding the cost of templates, barriers and lightingarrangements and Chowkidars etc.

Spreading 25mm thick course of invertedchoke comprising of 10mm gauge crushed

bajri on the prepared sub grade.

Laying Flat brick soling (6.83cm thick) to anapproved bond, with brick-on-end edging(6.83cm wide) on approved sub grade, filling joints with sand & earth, spreading 25mmthick layer of earth, over brick soling,watering and rolling the same, with roadroller, but excluding the cost of preparingsub grade.

Labour for laying flat brick soling(6.83cm thick)

Labour for laying brick on end edging(6.83cm wide)

8/8/2019 New Csr2009




1 2 3 4 5 6

Sub-MouReg

Labour Rate

ThroughRate

Labour Rate

24.9

Metre 0.17 2.35 0.19

24.10

Metre 0.43 8.40 0.47

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) laidlength-wise (22.86cm long) with half brickdeep including excavation refilling anddisposal of surplus earth lead upto 50metres.

Providing brick end edging in full brick width(11.11cm wide) and half brick deep includingexcavation refilling and disposal of surplusearth lead upto 50 metres.

Laying and consolidation of stone metalwearing coat to water bound macadamspecifications including making side dowels,

carying the metal from stacks and spreadingto templates, screening and spreading thebinding material and consolidating the stonemetal and binding material to proper camber with road roller and curing the road for oneweek, excluding the cost of templates,barrier and lighting arrangements andChowkidars.

Laying and consolidation of Kankar or brickballast to water bound specifications insoling or wearing coat, making side dowels

carrying the metal from stacks andspreading, binding the surface with fine stuff and consolidating the same to proper camber with road roller and curing the roadfor one week excluding the cost of templates, barriers and lightingarrangements and Chowkidars.

Laying and consolidation of soling coat of pitgraval with 5 to 15 percent good earth, withadmixture of any percentage of lime, by

weight, including digging of earth, stacking of soil, including dry mixing manually or by thetractor, with disc-harrow and pouring andbringing to camber, rolling with road roller including curing with water, complete, alloperations, but excluding the cost of pitgravel and lime.

8/8/2019 New Csr2009




1 2 3 4 5 6

Sub-MouReg

Labour Rate

ThroughRate

Labour 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 gaugestone metal soling coat (90 mm to 40 mmgauge grading No. 1 as per MORT&H, RoadWing specifications No. 404.25) to water bound macadam specifications, includingmaking side dowels, carrying the stonemetal from stacks, and spreading totemplates, screening and spreading thebinding material and consolidation the stonemetal and binding material to proper camber,with road roller, excluding the cost of templates, barriers and lightingarrangements and Chowkidars.

Laying and consolidation of stone metalwearing coat, to built up spray groutspecification, including making side dowels,carrying the metals from stacks andspreading to templates in the first layer andconsolidating the same, with road roller, toproper camber, giving first spray of binder,and again, laying second coat of stonemetal, including consolidation with roadroller, to proper camber, and second sprayof binder including spreading the keyaggregates, and rolling with road roller,excluding the cost of templates, barriers and

lighting arrangements and Chowkidars, andalso the cost of tack coat.

Water allowance for item No. 24.8, payablein kilometres, where water is not availablewith in 800 metres, of the nearest point of the kilometre. Per Km.

per metrewidth or

part thereof for every

100 metreslead inexcess of

800 metres

Water allowance for item No. 24.11 & 24.12payable in kilometres, where water is notavailable with in 800 metres of the nearestpoint of the kilometre.

Per Km.per metrewidth or

part thereof for every

100 metreslead inexcess of

800 metres

8/8/2019 New Csr2009




1 2 3 4 5 6

Sub-MouReg

Labour Rate

ThroughRate

Labour Rate

24.18 Painting road surface with bitumen first coat.

100 sqm. 148.00 -- 152.00

24.19

100 sqm. 111.00 -- 114.00

24.20

100 sqm. 102.00 -- 105.00

24.21

100 sqm. 146.00 -- 150.00

24.22

(i) 20 mm thick 100 sqm. 376.00 -- 381.00

(ii) 25 mm thick 100 sqm. 434.00 -- 441.00

24.23

100 sqm. 38.50 -- 40.00

24.24

100 sqm. 76.00 -- 79.00

24.25

(a) with lead upto 1 Km. cum 148.00 -- 151.00

(b)

cum 5.00 -- 5.50

Painting road surface with bitumen secondcoat.

Painting road surface with bitumen andstone chippings subsequent coat/seal coat.

Painting road surface with bitumen andprecoated stone chippings.

Laying premix carpet using bitumen, asbinder, for all operations, including spreadingfiller, if required, with mechanical mixer,including cost of lighting arrangements, signboards, and night watch, but excluding thecost of laying tack coat and seal coat.

Laying tack coat on existing black topsurface.

Laying tack coat on new water boundmacadam surface.

Laying bituminous macadam, on road, withcoarse aggregate and bitumen, premix witha mechanical mixer, carriage of premixedmaterial, from plant to site of work, andlaying the same, with paver, and rolling it,

with road roller, including the cost of establishment, and setting up fieldlaboratory, for quality control, lightingarrangements, sign boards and chowkidar,but excluding the cost of tack coat and sealcoat.

for every one km. additional lead from2 km. to 16 km.

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1 2 3 4 5 6

Sub-MouReg

Labour Rate

ThroughRate

Labour Rate

24.26

(a) with lead upto 1 Km. cum 151.00 -- 154.00

(b)cum 5.00 -- 5.50

24.27

100 sqm. 185.00 -- 188.00

24.28

M.T. 99.00 -- 100.00

24.29

100 sqm. 198.00 -- 214.00

24.30

100 sqm. 222.00 -- 231.00

24.31

100 sqm. 132.00 -- 143.00

Laying asphaltics concrete, on road,including mixing bajri and bitumen, withmechanical mixer, carriage of premixedmaterial, from plant site, to site of work, andlaying 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 thecoat of tack coat and seal coat.

for every 1 km. additional lead, from 2km. to 16 km.

Laying seal coat on premix carpet withbitumen and fine aggregates.

Laying seal coat mix seal surfacing over bitumnous macadam on road with coarseaggregate and bitumen premixed withmechanical mixer, carriage of the premixedmaterial from plant site, to the site of workand laying the same, with paver and rolling it

with road roller, including the cost of establishment and setting up field laboratoryfor quality control, lighting arrangement,sign-boards, chowkidar, to be laidsimultaneously over the premixed carpet.(Mix seal coat type B)

Scarifying stone metal 50mm to 100mm thickby pick axes, alongwith the tarred /bituminious crust, including picking upscarified material, screening and stackingold useful metal and bajri.

Scarifying stone metal, 50mm to 100mmthick, by road roller, alongwith tarred /bituminous crust, including picking upscarified material, screening and stackingold useful metal and bajri.

Scrifying Kankar metalled crust up to 150mmthick, with pick axes, including picking upscarified meterial, screening and stacking

old useful metal.

8/8/2019 New Csr2009




1 2 3 4 5 6

Sub-MouReg

Labour Rate

ThroughRate

Labour 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

24.35

(i) 5th kilometre stone Each 27.00 141.00 29.00

(ii) Ordinary kilometre stone Each 18.00 89.00 20.00

(iii) kilometre stone on village roads Each 16.00 81.00 18.00

24.36

Each 12.50 61.00 14.00

24.37

Each 20.00 76.00 22.00

24.38

cum 61.00 465.00 67.00

24.39

0.086 0.36 0.094

Scarifying old kankar metalled crust up to150mm thick with road roller, includingpicking up scarified material, screening andstacking old useful metal.

Dismantling of road, including soling andwearing coat, screening and stacking of oldserviceable material complete in all respects.

Restoring the road cut in level with theexisting road surface, including preparationof sub grade laying and relaying of solingand laying and consolidation of wearing coat

to water bound macadam specifications, andlaying 20 mm thick premixed carpet, on top,including cost of tack and seal coatscomplete in all respects.

R.C.C. (1:2:4) kilometre stones of standarddesign fixed in position including finishingbut excluding painting.

R.C.C. (1:2:4) village board of standarddesign fixed in position including finishing,but excluding painting.

R.C.C. (1:2:4) boundary pillars of standarddesign fixed in position including finishing,but excluding painting.

Cement concrete (1:2:4) in pavements,roads, taxi tracks and runways, laid torequired slope and camber includingconsolidation, finishing and tampingcomplete.

Making and filling expansion joints withbituminous filler (Bitumen 40 percent)asbestos 5 percent and sand 55 percent)12.5 mm wide.

Per metreper cm.depth

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1 2 3 4 5 6

Sub-MouReg

Labour Rate

ThroughRate

Labour Rate

24.40

0.043 1.35 0.047

24.41

cum 3.15 -- 3.50

24.42

cum 1.75 -- 1.95

24.43

metre 6.00 32.50 6.60

24.44

metre 2.85 15.00 3.15

24.45

metre 0.65 4.20 0.70

24.46100 sqm. 126.50 -- 130.00

Providing and fixing premoulded bituminous joint filler for expansion joints including thecost of sealing compound and primer coat12.5 mm wide.

Per metre

per cm.depth

Screening brick ballast, stone metal, bajrishingle and kankar.

Stacking stones, brick ballast, stone metal,bajri and kankar.

Supplying laying and fixing kerb of plainprecast cement concrete (1:2:4)

Supplying laying and fixing precast plaincement concrete channel (1:2:4)

1.2 metres high fencing with 1.65 metrespost, placed at every 2.5 metres to 3 metresapart, embeded in cement concrete blocks,and every tenth post to be strutted providedwith 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 earthwork and concrete which is payable extra).

Painting Road surface with bitumen lightcoat.

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s.

7

--

--

--

ashouts,case the

recovered

rates shall

tainousion

Through

Rate

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7

tainousion

ThroughRate

--

--

--

--

--

--

--

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7

tainousion

ThroughRate

2.57

8.43

--

--

--

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7

tainousion

ThroughRate

--

--

--

--

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7

tainousion

ThroughRate

--

--

--

--

--

--

--

--

--

--

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7

tainousion

ThroughRate

--

--

--

--

--

--

--

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7

tainousion

ThroughRate

--

--

4,876.00

143.00

91.00

83.00

62.00

78.00

472.00

0.37

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7

tainousion

ThroughRate

1.40

--

--

33.00

15.00

4.25

--

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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 toparea

Sq m of toparea

Sq m of front

elevationalarea

Sq m of front

elevationalarea

Sq m of frontelevational

area

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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

frontelevational

area

Sq m of toparea

10% to be added onlabour charges of

painting Chapter No.16

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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 carpetSq m 6.00

(c) Door curtains Per piece 6.00

Set of threepieces

Cloth for above item is to be purchased and supplieddepartmentally.

Cloth for above item is to be purchased and supplieddepartmentally.

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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

25.18

100 Nos. 40.00

One set of five seat

Sqm. (To bemeasured onone side only)

Cleaning of joinery with surf, soda and application of oilthere after.

Sqm. (To bemeasured onboth sides)

Core (20pieces)

Rs. 40.00to

Rs. 60.00

Cleaning of terrazo floors with tartric acid and polishingwith wax including machine charges.

Piece (1.12m width)

Providing and fixing curtain rail 1.90cm chrome-platedwith end bracket. including

Providing and fixing steel rings chrome-plated 3.80 cm.

dia. for curtains.

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1 2 3 4

Labour Rate(Rs.)

25.19

100 Nos. 30.00

Providing and fixing plastic rings 3.80cm. dia. With hooksfor curtains.

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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

ThroughRate(Rs.)

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5

ThroughRate(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

--

--

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5

ThroughRate(Rs.)

--

--

--

--

--

--

--

--

--

42.00

84.00

--

--

--

--

84.00

48.00

--

--

--

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5

ThroughRate(Rs.)

--

--

--

--

--

--

--

--

--

--

--

15.00

--

--

--

--

--

sockets andbrackets.

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5

ThroughRate(Rs.)

--

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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


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.

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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, loppingbranches trimming, removal not exceeding 100 metres stackingclearing site.

When stumps are grubbed up in addition, take rates as doublethe above rates for trees cut and grubbed. payment for grubbing will only be made when specially ordered by theSub-Divisional officer in cases where it is essential to removethe 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.

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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.

26.19

Each

26.20

100 Nos.

26.21

100 Nos.

26.22

Each

26.23 (a) Supplying flags 40 cm. square for Jhandies. Each

(b) Shoes for Jhandies including fixing. Each

26.24

Each

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

26.28

Each

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 removedwill be the property of the Govt.

Per Qtl. of charcoal

supply of wooden bumping posts including labour for cutting fromcanal or road plantation making and fixing at site.

Supply of wooden pegs for levelling work from canal or roadplantation 40 mm to 50mm dia and 15cm to 23 cm long.

Supply of wooden pegs for alignment work, 40 cm long 75mm diafrom canal or road plantation.

Supply of bamboo jhandies 3 metres to 3.5 metres including ironshoes 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 metresheight.

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.

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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 locallyand where fixing of hand pump is neither feasible nor practically

possible due to small amount of work and where water is actuallycarried 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 accordingto density of jungle to be cleared.

The rates of item Nos. 26.36 to 26.38 are for estimatingpurposes 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 boundaryroad :-

Jungle clearance on running canals and branches, and drains withdischarge more than 9 Cum./s.

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1 2 3

26.39

Bag

26.40

Cum.

26.41 Stencilling and bundling empty cement bags. 100 Nos.

26.42 Tempering of Kassies, Belchas, Khurpas and pick axes. Each

26.43

100 Nos.

Filling loose cement bags in empty cement bags weighing, sewingand stacking with in 30metres.

Filling cement bags with steam coal or kankar lime, sewing includingcost of string.

Stencilling (Height of stencil not less than 7.5cm) of bitumen and other drums.

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etres.

4

1.60

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.)

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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

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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

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4

Rate(Rs.)

0.80

80.00

2.00

50.80

356.00

1.60

640.00

800.00

1600.00

80.00 to393.00

104.00 to160.00

160.00 to208.00

208.00 to264.00

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4

Rate(Rs.)

0.40

11.60

4.80

2.00

10.00

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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) 1:8:16cum 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

Fineaggregates

(Cum)

Coarseaggregates (Cum)

1:11/2

:3

1 : 2 1/2

: 5

Lime(Cum)

Surkhi(Cum)

Ballast(Cum)

1:2:8 (Brick ballast 40mmgauge)

0.13(76 kg.)


0.16(93.54 kg.)


0.16(93.54 kg.)

Sand(Cum)

Bricks(Nos.)

Brick work in cement sandmortar with bricks of size22.86 cm. x 11.11cm x 6.83cm:-

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(iii) 1:4 cum 1.75 0.25 480

Cement (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 surkhimortar 1:2 with bricks of size22.86cm x 11.11cm x6.83cm :-

Brick work laid in lime, surkhi,sand mortar 1:1:1 with bricksof size 22.86cm x 11.11cm x6.83cm

LimeQtl.

Sand(cum)

Bricks(Nos.)

Brick work laid in cement,lime, sand mortar with bricks

of size 22.86cm x 11.11cm x6.83cm

115mm thick brick wall laid incement, 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 sandmortar with tiles size 22.86 cmX 11.43cm x 3.81 cm

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(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

27.5

Cum 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 sandmortar with tiles size 30.48cmX 15.24cm x 5.08 cm :-

Sand(Cum)

lime(Cum)

Brick

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 rubble1:6

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(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:-

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(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 12.5mmthick 1:1:6 mortar.

Cement lime plaster 25mmthick 1:1:6 mortar.

lime(Kg.)

Surkhi(Cum)

27.10 Lime plaster 12.5mm thick 2lime 3 surkhi.

Sand(Cum)

Bitumen(kg)

12.5 mm thick cement plaster damp proof course 1:3 withtwo coats of bitumen laid hotand sanded.

20mm thick cement plaster damp proof course 1:3 with

two coats of bitumen laid hotand sanded.

Good Earth(Cum)

Old Bhusa(Kg.)

Mud plaster 12.50mm thickwith gobri leeping.

Mud plaster 25mm thick withgobri leeping.

Sand(Cum)

Flush or deep cement pointing onbrick walls or brick on edgeflooring :-

Flush cement pointing on flat brickflooring :-

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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

Flush cement pointing on undersideof roof tiles :-

(30.48cm x 15.24cm x 5.08cm)

1:2 mortar

Lime(Cum)

Surkhi(Cum)

Lime pointing 2:3 flush or weatheredand struck.

0.0013(0.90 kg)

Sand(Cum)

Cement pointing 1:2 on stone

Cement rendering on plaster 1mmthick.

Sand(Cum)

Tiles(Nos)

Aggr (

Second class mud roofing (Tile size30.48 cm x 15.24cm x 5.08cm) :-

When space between battensis filled with concrete blocks.

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(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 battensis filled with wooden pieces.

Tile terracing on roof (Tile size 22.86

cm x 11.43 cm x 3.81 cm)

Paints( I.S.Imark)(Litres)

Two coats of synthetic enamelpaint on new wood or steel

work.

Two coats of ready, mixedpaint on new wood or steelwork.

Two coats of synthetic enamelpaint on old wood or steelwork.

Two coats of ready, mixedpaint on old wood or steel

work.

One coat of synthetic enamelpaint on old wood or steelwork.

One coat of ready mixed painton old wood or steel work.

Priming coat on new steelwork.

Red leadGenuine

(Kg)

TurpentineOil

(Litre)

LinseedOil

(Litre)

Priming coat consisting of redlead mixed with linseed oil andturpentine oil in equalproportion or with genuine redlead on steel work.

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(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 withroofing red, ready mixed painton new work to give an evenshade.

Red leadGenuine(Kg)

TurpentineOil(Litre)

LinseedOil(Litre)

One coat on iron sheet withroofing red, ready mixed painton old work to give an evenshade.

Paints( I.S.Imark)(Litres)

Two coats on iron sheets withroofing white, grey or greenready mixed paint on newwork to give an even shade.

One coat on iron sheets withroofing white, grey or greenready mixed paint on newwork to give an even shade.

Two coats with aluminiumpaint on new work to give aneven shade.

One coat with aluminium painton new work to give an evenshade.

Two coats with anti-corrosivebitumastic paint on new workto give an even shade (withblack enamel paint).

One coat with anti-corrosivebitumastic paints on old workto give an even shade (withblack enamel paint)

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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

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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 --

27.25

Sqm 0.0565 -- --

27.26

-- --

(i) (50mm) Thick Sqm 0.060 -- --

(ii) (45mm) Thick Sqm 0.057 -- --

27.27

(i) (35mm) thick Sqm 0.0259 -- 0.0259

(ii) (30mm) thick Sqm 0.0224 0.0214 0.0224

(iii) (25mm) thick Sqm -- 0.0172 --

Cement (bags)

27.28

Sqm 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 andpanelled (including chowkat)

Battened and braced doors (50mm)thick including chowkat.

Battened and framed doors(including chowkat) :-

Wire gauge door shutters with outsprings :-

Sand(Cum)

Tiles (30.48cm x 15.08cm.) (N

Double layer tile lining (13.36 cm thick)

Materials for curing-drains seepagedrains, bed sleepers and rungs to beextra in case of item Nos. 27.28 and27.29.

Stone(Cum)

G.I. Wire No. 6 S.W.G(4.75 mm)

Filling stone in wire-crates (handpacked)

3.3kg per sqm of wire netting 1mesh.

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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. 6S.W.G (4.75mm) used in item No.27.30 weight per sqm of netting(15cm) mesh will vary accordingly.

Stone(Cum)

1.00 Shingleor 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 Agg(Cum)

For grouting with cement mortar only

use 0.36cum of sand per cum of thecontents and work out the quantityof cement according to the mixused.

Sand(Cum)

15 percentextra sand

for wastage(Cum)

TotalSand(Cum)

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(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 mortar

383 -- -- 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 percentextra sand

for wastage(Cum)

TotalSand(Cum)

No. of bricksof size

22.86cm x11.11cm x

6.83cm(Nos)

Cement inbags of 50 kg.(Bags)

Sand(cum)

Lime(quintal)

Flat brick paving laid dry over 25mmthick mud mortar grouted with sand. 10

Sqm

Dry brick on edge paving sandgrouted over 50mm thick earth andmud plaster.

10Sqm

First class dry flat brick flooringtemplates over rammed and dressedfoundations and to correctlongitudinal and cross slopes. 10

Sqm

First class dry brick on edge flooringas described in item no. 27.38 10

Sqm

First class flat brick paving or flooring laid over and in limemortar/in cement sand mortar 1:5 or 1:6 etc.

10

Sqm

In & on cement sand mortar 1:6

10Sqm


10Sqm


10Sqm

First class brick on edge paving or

flooring laid over and in limemortar/in cement sand mortar 1:4,1:5 or 1:6 etc.

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(i) In & on lime mortar 617 -- -- 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 -- --

10Sqm


22.86cm x

11.11cm x6.83cm(Nos)

Cement inbags of 50 kg.

(Bags)

Sand(cum)

Lime(quintal)


10Sqm


10Sqm


10Sqm


22.86cm x11.11cm x

6.83cm(Nos)

Cement inbags of 50 kg.(Bags)

Sand(cum)

Dry brick on edge paving sandgrouted over 50mm thick rammedbrick aggregate 40mm gauge.

10Sqm

Flat brick or tile flooring laid incement sand mortar 1:4 on 100mmthick cement concrete 1:8:16 and100mm sand filling and cementpointing 1:2 on top.

10Sqm

Brick on edge flooring laid in cementsand mortar 1:4 in 75mm thickcement concrete 1:8:16 and cementpointing 1:2 on top.

10Sqm

Flat brick or tile flooring laid dry over

bed of 6mm thick cement sandmortar 1:6 grouted with cement sandmortar 1:4 and top surface to becleaned with wire brushes.

10Sqm

10Sqm

Laying brick on edge soling in roadwork.

10Sqm

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Sundried

250

-

s (Nos.)

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0

egatesum)

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-

-

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5.24cm xs)

5cm

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egate

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--

--

--

--

0.13

--

--

--

Surkhi(cum)

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0.15

--

--

--

Surkhi(cum)

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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. providedunder this chapter which are in the wider sense labour rates in case of which the material is generallyissued to the contractors free of cost from the stores of the Engineer-in-charge or the nearest railwaystation, 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 intrenches and pits, includingtrimming and dressing sides,levelling of beds of trenches tocorrect grade, cutting joint holes,refilling, consolidation andwatering of refill in 15 cm Layersand restoration of unmettaled or unpaved surface to its originalcondition including the cost of necessary shoring, timbering,dewatering of rainwater, diversionfor traffic, night singlals, fixingcaution boards, crossing over trenches for access to the houses, watching, fencing, etc., andremoval of surplus spoil out

side/inside the town involvinglead upto 1.00km.

All classes of soil exceptrocky.

For ordinary gravel-soilinvolving pick work.

For Semi Conglomerate or soil of the nature of pick jumper work.

From 1.5m depth down to 2.25mdepth for :-

All classes of soil except

rocky.

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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)

For ordinary gravel-soil

involving pick work.


From 2.25m depth down to 3.00mdepth for :-




From 3m depth down to 4.5mdepth for :--




From 4.5m depth down to 6.0m depth for :--




From 6.0m depth down to 7.50mdepth for :--

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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 2958.00

28.2

(a)

100cum 940.00 943.00

(b)100cum 1,409.00 1,413.00

(c)

100cum 1,701.00 1,705.00

All classes of soil except

rocky.



Excavation for Pipe lines intrenches and Pits upto 1.5mDepth including trimming anddressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling, consolidationand watering of refill in 15cmlayers and Restoration of unmatalled or unpaved surfaceto its original condition,excluding cost of shoringtimbering but including the cost of dewatering of rain water, diversionfor traffic, night signals, fixingcaution boards, crossing over trenches for access to the houses,watching, fencing, etc., and

removal of surplus spoil out side/inside the town involving lead uptoone km.

In classes of soil exceptrocky.

In ordinary gravel-soilinvolving pick work.

In Semi Conglomerate or soilof the nature of pick jumper work.

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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 areaswhere disposal of surplus earthis done along the alignment,including trimming and dressingsides, levelling of beds of trenchesto correct grades, cutting jointholes, refilling, consolidation anddewatering of refill in 15cm layersand restoration of unmetalled or unpaved surface to its originalcondition. The rate includes theCost of necessary timbering,dewatering of rainwater, diversion

for traffic, night signals, fixingcaution boards, watching fencing,etc.,




From 1.5m depth to 2.25m

In all classes of soil exceptrocky.



From 2.25m depth down to 3.00mdepth :---

In all classes of soil except

rocky.

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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

For ordinary gravel-soil











From 6.0m depth down to 7.5m

depth :---




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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 1.5mDepth in open area wheredisposal of surplus earth is donealongwith alignment, includingtrimming and drsessing sides,levelling of beds of trenches tocorrect grade, cutting joint holes,refilling; consolidation andwatering of refill in 15cm layersand Restoration of unmetalledor unpaved surface to itsoriginal condition excludingcost of shoring and timbering

but including the cost of dewatering of rain water, diversionfor traffic, night signals, fixingcaution boards, watching, fencingetc.


In ordinary gravel-soil



The contractor must fix sign boards toindicate the execution of works anddiversion of traffic, etc. The sign boardswill be supplied by the Govt. Departmentfrom their stores but the fixing andmaintenance at site will be done by thecontractor and the rates include the costof the same.

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1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(ii)

(iii)

(iv)

The maximum width of trenches for

measurement purposes shall be asgiven in P.W.D. specification book andtaken as shown on the diagrams givenbelow. If the actual width of the trenchesis less than shown on the diagramsbelow, the actual volume of excavationonly shall be measured and paid for. If the actual width of trenches is greater than shown on the diagrams below, thewidth to be measured for calculation of volume of excavation to be paid for shallbe in accordance with the diagramsgiven below :-

If the trenches are carrieddown below spring level,special rates shall be fixed for heavy timbering dewatering

and pumping appropriate tothe special conditions of each job.

The depth of the spring levelbelow ground level, will bedecided by the Engineer-in-charge and the decision willbe final and binding on thecontractor.

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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 to28.4 inclusive for anyseepage of water duringexcavation above springlevel.

For rocky soil special ratesshall be fixed.

Extra for disposal of surplus spoilon Item No. 28.1 and 28.2 beyondone km.

Subsequent Km.11Km. to 20 Km. per Km.

The extra quantity and lead for disposal of surplus earth beyondone km will only be payable onwritten orders certificate of theofficer not below the rank of SubDivisional Engineer.

Extra for cutting ThroughCement Concrete Roads andtheir foundations includingsorting and stacking the soling

at the site of work as ordered bythe Engineer-in-charge.

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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 sortingscreening and stacking thesoling stone and road metal at thesite of work as ordered by theEngineer-in-charge.

Consolidation of road cutswith hammers, hand rollersand laying of flat bricksoling/pavement (atformation level) complete so

as to allow unobstructedtraffic.

Recondition road cuts to itsoriginal condition includingcost of material necessary tomake good the losses,Consolidation of 11.50cmroad metal of 40mm gaugeand surface treatment of 20mm thick premix andrelaying of soling as covered

in item 28.8 (a) above isnecessary.

The rates given for items28.6, 28.7 and 28.8 includethe cost of all watchingfencing and lighting of theworks.

The width of the works

described in items 28.6, 28.7and 28.8 shall be measuredby the same rules as thoselaid down in note (ii) followingitem No.28.4 (The extra widthshall not be paid for, unlessthe same was specificallyordered by the Engineer-in-charge of the works inwritting).

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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 linesshall be paid for at the rateslaid down for demolition of various classes of work under relative chapters.

Stringing out C.I. Pipes andSpecials castings alongtrenches and laying the same intrenches to correct alignmentand gradients including cartagefrom divisional store or nearestRailway station to site of work

and return of pieces of pipes tostores :--

80mm internal diameter pipeline laid complete.


125mm internal diameter pipe

line laid complete.









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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


line laid complete.

28.9(ii)

Stringing out Quick CouplingCollared steel pipes IS 11722 &specials castings along trenches &laying the same in trenches tocorrect allignment & gradientsincluding cartage from divisionalstore or nearest railway station tosite of work & return of pieces of pipes if any to stores.

50.8 mm Outside dia pipeWall Th. 1.6 mm








Extra for fixing cast ironsocketted or flanged pipes,valves and special castings invertical position for overheadreserviors and stand pipesincluding cost of all specialscaffolding, derricks, Jim poles,tools and plants, ropes, guys, etc.Complete.

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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


line laid complete.Per metre

of pipelinelaid,

complete.


Per metreof pipeline

laid,complete.

125mm internal diameter pipeline laid complete. Per metre

of pipelinelaid,

complete.



laid,complete.


of pipelinelaid,

complete.



laid,complete.



laid,complete.

350mm internal diameter pipeline laid complete. Per metreof pipeline

laid,complete.


of pipelinelaid,

complete.



laid,complete.

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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


line laid complete.Per metre

of pipelinelaid,

complete.



laid,complete.

For pipes larger than 600mminternal diameter, specialrates shall be fixed.

The extra rate in item No.28.10 is not applicable tocases where pipes andspecials are fixed aboveground level in horizontal,inclined or vertical positioninstead of trenches. The rategiven in item No. 28.9 onlyshall be payable in suchcases.

The contractor shall be liableto make good all damagecaused by breakages, fromthe moments pipes andfittings are handed over to hischarge.

All measurements shall betaken along the centre line or axis of the pipe line throughout its length and shall

include the overall layinglength of sluice valves, etc.,fixed therein.

28.10(ii)

Jointing Collared steel pipes IS11722 with Couplers includingcartage of coupler from divisonalstore to site of work. (Coupler willbe supplied by the departmentfree of cost)


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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

63.5 mm Outside dia pipe

Wall Th. 1.6 mm





Wall Th. 2.0 mm



Stringing out A.C. Pipes and

specials casting along thetrenches and laying the sameinto Trenches to correctalignment and gradients,including cartage fromDivisional Stores or nearestRailway Station to site of worksand return of pieces of pipes tostores :----






line laid complete.

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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 theTrenches and laying the same inTrenches to correct alignmentand gradients, Including cartagefrom Divisional stores or nearest Railway Station to siteof works and return of pieces of pipes to stores :---

63mm outer diameter pipeline laid complete.




160mm outer diameter pipe

line laid complete.

Strining out H.D.P.E. Pipes andspecials casting along theTrenches and Laying the samein Trenches to correctalignement and gradients,including cartage fromDivisional Stores or nearestRailway station to site of worksand return of pieces of pipes tostores :---




Cutting cast Iron pipes and

specials and chipping or filingthe surface to a uniformfinish :----

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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


line.

100mm internal diameter pipeline.











28.14(ii)

Cutting of Collared steel pipes IS11722 & specials with Hexa andChipping & Filling the cut surfaceto a Uniform Finish.




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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


Wall Th. 1.6 mm





Wall Th. 3.1 mm

Cutting A.C. Pipes and specialsand chipping or filling the cutsurface to a Uniform Finish.

80mm internal diametre pipeline.





Cutting P.V.C. pipes andspecials and Chipping or Fillingthe cut surface to a UniformFinish.

63mm outer diametre pipeline.



8/8/2019 New Csr2009




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

110mm outer diametre pipe

line.


Cutting H.D.P.E. pipes andspecials and Chipping andFilling the cut surface to aUniform Finish.




Jointing Cast Iron SockettedPipes Valves and specials withrun lead caulked jointsExcluding cost of lead and yarnbut including cost of labour

Fuel and Tools etc. testedcomplete.

Plains.(in Rs.)


(in Rs.)

Quantityof lead

per joint

in Kg.

Quantityof yarn

per joint

in kg.

8/8/2019 New Csr2009




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.


125mm internal diametre of

pipe, valves or specials.





350mm internal diametre of pipe valves or specials.




8/8/2019 New Csr2009




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 3mmthick, required for making the joints will be issued inrectangular sheets or rools atstock issue rates in force ex-divisional stores or F.O.R.nearest Railway Station.

All bolts, nuts and washersfor flanged joints will besupplied without charge tothe contractor, ex-divisionalstores or delivered, F.O.R.nearest Railway Station. Thecontractor at his ownexpense and charge will takedelivery of jointing Materialsand bolts, nuts and washers,transport the same to site of work.

Jointing cast Iron SockettedPipes Valves and specials withrubber tyton joints fittedcomplete including cost of Labour and Tools, Etc. andtested complete.







8/8/2019 New Csr2009




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 diametrePer 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 jointswill be supplied, without charge tothe contractor, ex-divisional storesor delivered F.O.R. nearestRailway Station. The contractor athis own ex-pense and charge will

take delivery and transport thesame to site of work.

Jointing A.C. Pipes and specialswith A.C. complings or cast irondetachable joints fittings withbolts and nuts of grooved endsexcluding the cost of C.I.D. joints, A.C. couplings rubber rings Bolts and nuts butincluding Cartage of the same

from Divisional stores or nearest Railway station to siteof works and including testingetc., Complete in all respects :-

8/8/2019 New Csr2009




1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(e) 250mm internal diametre Per joint 10.70 11.70

28.22

(a)Per joint 1.15 1.25

(b)Per joint 1.35 1.45

(c)Per joint 1.60 1.75

(d)

Per joint 2.00 2.20

(e)

Per joint 2.70 2.90

28.23

(a)Per joint 4.25 4.55

(b)

Per joint 5.30 5.70

(c)Per joint 7.10 7.60

28.24

Jointing P.V.C. Pipes andspecials with P.V.C. Couplingsand Cement solvent excludingthe cost of P.V.C. Couplings andCement solvent but includingCartage of the same fromDivisioanal Stores or nearestRailway Station to site of worksand including testing etc.,Complete in all respects.

63mm outer diametre andspecials.





Jointing H.D.P.E. Pipe andspecials including Cartage of the jointing material fromDivisional Store or nearestRailway Station to site of workand including testing etc.Complete in all respect.




Extra for fixing sluice valves,socketted or flanged, includingCartage from stores or nearestRailway Station to Site of Work.

8/8/2019 New Csr2009




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 :-


valves

100mm internal diametre of valves











Joints for sluice valves shall bepaid for separately as per items28.18 and 28.19

Extra for fixing Fire Hydrants allsizes, including Cartage from Divisional Stores or nearestRailway Station to Site of Works.

Joint for hydrants shall be paid

separately as per item No.28.19

8/8/2019 New Csr2009




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 nearestRailway Station to Site of Works,drilling tappling and screwing invalve connection.

Extra for fixing double air Valves all sizes includingCartage from Divisional Stores or nearest Railway station to Site of Works.

The joints for double and single air valves shall be paid separately asper item No.28.19

Extra for fixing flap Valves inpipe lines including cartagefrom Divisional Stores or nearestRailway Station to site of works.


flap valve.

100mm internal diametre of flap valve.

125mm internal diametre of flap valve


200mm internal diametre of flap valve.





8/8/2019 New Csr2009




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


flap valve



Joint for flap valves shall bepaid as per Item No.28.18and 28.19

Masonry, brick work andconcrete construction for washout and flap valveschembers shall be paid for separately at the rates givenfor the corresponding items of common schedule of rates for respective zones.

Fixing cast iron sluice valves,surface boxes including cartage

from Divisional Stores or nearestRailway Station and embedding tocorrect levels in Cement mortar 1:3.

Fixing cast iron fire hydrantssurface boxes includingcarriage from Divisional Stores or nearest Railway Station andembedding to correct levels inCement mortar 1:3.

Fixing cast iron single air valvessurface boxes including cartage from Divisional Stores or nearestRailway Station and embedding tocorrect levels in Cement mortar 1:3.

Fixing cast iron double air valves surface boxes includingcartage from Divisional Stores or

nearest Railway Station andembedding to correct levels inCement mortar 1:3.

8/8/2019 New Csr2009




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 besupplied without charge, ex-Divisional Stores or F.O.R.nearest Railway Station.

Payment for lime concrete,brick work, pitching etc.required in connection withthe construction of brick workPits or chambers for sluicevalves, flap valves, air valves,hydrants, break pressure

tanks, ball valves chambersand other works for water supply pipe lines where nocomposite rate exists will bemade on the basis of actualmeasurements for each classof work at the rates laid downfor the appropriate classes of work in schedule of rates andno extra will be payable dueto the limited quanitites of thework or difficulties of construction or other causes.

Drilling and tapping cast ironpipe lines of all diameters andscrewing in Ferrule andconnections.

8/8/2019 New Csr2009




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 nearestRailway Station. The fixing rateincludes cartage to site of workand also the cost of excavation upto the main and filling in andmaking good the surface after finishing the job. The rate is for complete job.

Labour for laying, jointing fixingand testing G.I.Pipe lines and

specials, tees, bends, sockets,elbows etc., Inside building and testing etc., complete includingcutting threading :-

15mm internal diameter of pipe line.










8/8/2019 New Csr2009




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

40mm internal diameter of

pipe line.


Labour for laying jointing fixingand testing H.D.P.E./P.V.C. Pipelines and specials, tees, bends,sockets, elbows etc. insidebuilding and testing etc.complete including cutting andwastage.

20mm outer diameter of pipeline.










8/8/2019 New Csr2009




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 Linesand Specials tees, bends,sockets elbow etc. In trenches inthe ground, cutting, threading andtesting etc., complete.

28.37(A)

Labour for laying, jointing,fixing and testing H.D.P.E. PipeLines and Specials teec, bends,sockets, elbow etc,. In thetrenches in the ground cuttingtesting etc. complete.

28.37(B)

Labour for laying jointing, fixingand testing P.V.C. Pipe lines of 10 kg/cm² working Pressure andSpecials teec, bends, Sockets,elbow etc. in the trenches in the

ground cutting testing etc.complete.

8/8/2019 New Csr2009




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.



pipe line.





pipe line.





8/8/2019 New Csr2009




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., INtrenches in the gound includingcutting, 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 inwalls will be paid for separately.

8/8/2019 New Csr2009




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 beobtained by indent upon theExecutive Engineer, PublicHealth concerned, and directpurchases by the contractor shall not be permitted exceptin such special cases as shallbe allowed in writing by theExecutive 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 atthe Divisional Stock issuerates in force when thespecials are indented for andthe rates include the cost of cartage to the site of worksincluding fixing, jointing andtesting etc., complete.

Square elbow must not beused for any work, but roundelbows used instead.

Short lengths of G.I./P.V.C.and H.D.P.E. pipes lines,upto 9m in connection withconstruction of stand postand other such works will bepaid at rates meant for inside

building work.

Extra for fixing flanged joints onG.I. & W.I.Pipe lines includingcost of jointing meterail.

8/8/2019 New Csr2009




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 theabove will be supplied Ex-Divisional Stores or F.O.R.nearest Railway Stastion atthe Stock issue rates inforcewhen the material is indentedfor.

All bolts, nuts and washerswill be supplied without

charge to the contractor, ex-divisional stores or F.O.R.nearest Railway Station andthe rate includes the cost of cartage to site of works.

Extra for fixing and jointingUnion Couplings in G.I. and W.I.Pipe lines.

8/8/2019 New Csr2009




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 fixedon branches at or near to the junctions with the mainG.I.Pipe Line and also atintervals of about 30 metreson all pipe lines laid in theground, and at intervals of 18metres to 24 metres on pipelines laid on roofs and insidebuildings.

The rates apply to couplingson straight lines, branchesand also on bends.

The couplings will besupplied without charge tothe contractor Ex-DivisionalStores or F.O.R. nearestRailway Station and the rateincludes cost of cartage,

fixing and testing etc.,complete.

Labour for fixing G.I. or W.I.Pipesleeve pieces in holes in walls,floors and roofs rounds pipesincluding all cutting andwastage:-

15mm internal diameter of sleeve pipe





sleeve pipe


8/8/2019 New Csr2009




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 ironholder bats hold fasts to pipelines fixed on walls and ceilings

including all cuttings to walls andmaking good to originalcondition :-




pipe line.





pipe line.



Holder bats are generally

required to be fixed atintervals of about 2.4 metreson straight line.

8/8/2019 New Csr2009




1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(ii)

28.44










Notes :-

28.45


The holder bats will besupplied free of cost to thecontractor ex-divisional storesor nearest Railway Station.The rates include the cost of carriage and labour etc., tosite of works.

Fixing and jointing gun-metalpeet valves (Heavy Pattern) withhand wheels, on G.I. Pipe lineslaid in the ground or inside

buildings Including Cartage fromDivisional stores or nearestRailway Station to site of works :-

Peet valves will eb suppliedfree of cost to the contractor ex-divisional stores or nearest Railway Station.

Fixing screw down stop cocksof gun-metal or hard brass onG.I.Pipe lines laid in the ground or inside buildings IncludingCartage from Divisional Stores or nearest Railway Station to site of

works :-

8/8/2019 New Csr2009




1 2 3 4 5

Plains.(in Rs.)


(in Rs.)






Notes :-

28.46







28.47







The stop cocks will besupplied free of cost to the

contractor Ex-DivisionalStores or nearest railwayStation.

Fixing bib taps of Gun-metal or hard brass on G.I. pipe linesIncluding Cartage from divisionalStores or nearest Railway Stationto site of works :-

Fixing ball valves including

cartage from Divisional stores or nearest Railway station to site of works.

8/8/2019 New Csr2009




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 brassshower rose including cartagefrom Divisional Store or nearestRailway Station to site of works :-

150mm internal diameter with15mm or 20mm inlet.

100mm internal diameter with15mm or 20mm inlet.

Making connection with theexisting G.I. branch main up to40mm size including cutting andthreading pipe etc. completeexcluding cost of tee and lingscrew, but including cartage of material to site.

Fixing water meter and stopcoct in G.I. pipe line up to 25mmsize including cutting andthreading pipe and making long

screw etc. complete includingcost of G.I. Jam nut butexcluding cost of water meter and stop cock.

Fixing Peet Valve and stop CockSurface boxes (Cast Iron)including cartage from Divisionalstores or nearest Railway stationto site of works.

The surface boxes will besupplied free of cost to thecontractor Ex-DivisionalStores or nearest RailwayStation.

8/8/2019 New Csr2009




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 Puddlecollar Pieces and Plain,Socketted or flanged Pipes inbrick works, cement concrete or reinforced Cement Concrete used for inlets, outlets, scour andoverflow pipes of the overheadservice reservoirs of the length of pipe of special embedded toCorrect alignment and Levelsincluding the cost of cuttinghole if required, cement concretefilling around the pipes or specials

and making good the joint water tight including repointing,replastering and colour or white-washing as prequired by theEngineer-in-charge.

Upto 300mm internaldiameter.

Exceeding 300mm internaldiameter but not exceeding450mm internal diameter.

Exceeding 450mm internalidameter but not exceeding600mm internal diameter.

Bailing out water from thetrenches for making new

connections in fully chargedpipe lines including cleaningtrimming and dressing thetrenches to correct alignment andgrade as required by theEngineer-in-charge.

Size of the main withwhich connection is to be made.

Upto 200mm internaldiameter.

Eachconnection.


Eachconnection.

8/8/2019 New Csr2009




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


Eachconnection.


Eachconnection.

Labour for laying, jointing,fixing and testing alkathenepipe lines and specials, tees,bends, sockets, elbows, etc., in

trenches and testing etc.complete.

15mm internal diameter alkathene pipe (NormalGauge).






Labour rates including materialsin erecting, fixing and jointingfixtures to fitter beds, clear water tanks and sedimentation tanks,etc.

150mm C.I. pipe, bends,specials and heads completefor ventilating column builtinto the walls.

8/8/2019 New Csr2009




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 baseincluding embedding in 1:2cement sand mortar settingboth in 1:1 cement sandgrouting levelling up andfinishing complete.

Fixing water level recordersor rate of flow indicatorscomplete including groutingH.D. bolts and bracketsguiders for wire, etc., in 1:1

cement sand mortar.

Fitting in position equilibriumball valve at inlet chambers incement sand mortar.

Fixing steel shutters withframe complete on inlet sideof sedimentation tankincluding painting 3 coats of bitumastic paint.

Fixing floating arm in positioncomplete with sluice valve,long spindle, hand wheel,brackets and guidescomplete in all respects.

Fixing enamelled gauge instorage and sedimentationtank.

Labour for laying, fixing andtesting M.S. pipe lines andspecials tees, bends, sockets,elbows etc. in trenches in thegound cutting, threading andtesting etc. complete.



8/8/2019 New Csr2009




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 mediascreened, washed and cleanedas described below :-

Top layer :----- Fine sandscreened, cleaned andwashed and graded (effectivesize 0.2 to 0.4mm withuniformity coefficient 2.00 to3.00) from Pathankot or other approved source.

Second Layer :----- Coursedsand screened, cleaned andwashed and graded from3mm to 6mm (from Pathankotor approved equivalentquarry).

Third Layer :----- Bajriscreened, cleaned andwashed and graded from6mm to 20mm (fromPathankot or approvedequivalent quarry).

Fourth Layer :----- Bajri(Coursed) screened, cleanedand washed and graded from20mm to 25mm (fromPathankot or approvedequivalent quarry).

Bottom Layer :----- Brokenstone, screened, cleaned andwashed and graded from50mm to 75mm (fromPathankot or approvedequivalent quarry).

Labour rate

With specialquality paint

With I.S.I.markedqualitypaint

Labour rate

Withspecialqualitypaint

WithI.S.I.

markedqualitypaint

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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 OrdinaryQuality Synthetic enamels Paintin all shades as per I.S.I.specification on existing or newwork, two coats paints includingcleaning rubbing surface, etc.

15mm internal diameter pipesand specials.






Repainting G.I. Pipes andfittings with superior andordinary quality syntheticenamel Paint in all shades asper I.S.I. specification on oldwork including rubbing downold surface :-





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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 specialquality paint

With I.S.I.markedqualitypaint

Labour rate

Withspecialqualitypaint

WithI.S.I.

markedqualitypaint



Painting G.I.Pipes and Specials

with aluminium Paints as per I.S.I. specification on new or Existing work, two coats paintincluding cleaning rubbingsurface, etc.

15mm internal diameter,20mm internal diameter pipe.



Repainting G.I.Pipes and fittingwith aluminium Paints as per I.S.I. specification on existingwork including cleaning rubbingetc.




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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 arethose paints which areapproved/declared as suchby the Chief Engineer incharge.

Cutting holes upto 23cm squarethorugh B.B. in mud walls for pipes, and making goodincluding repointing,replastering and finishingaccording to existing finish where

required.

Cutting holes upto 23cmthrough stone masonry or B.B.in cement walls for pipes andmaking good including repointing,replastering and finishingaccording to existing finish whererequired.

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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 concreteand making good includingrepointing, replastering and colour or white washing where required.

Cutting holes upto 23cm squarefor pipes in floor and roofs of cement concrete, reinforcedconcrete or reinforced brickwork and making good includingrepointing, replastering, replacing

bitumen and colour or whitewashing where required.

75mm thickness of floor or roof.


150mm thickness of floor or

roof.



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1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

28.66

(a)

Per Joints 2.60 2.75

(b)


(c)


(d)


(e)


(f)


(g)


(h)


(i)


(j)


(k)


(l)


(m)


Dismantling lead Caulked Joints

of cast iron Socketted Pipes,Valves and Specials by heatingthe Joints including the cast of Labour, Fuel and tools, etc.,collecting the lead taken out fromthe joints and delivering the sameto the Divisional stores.

50mm internal diameter of pipe, valves or special.





pipe, valves or special.








pipe, valves or special.


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1 2 3 4 5

Plains.(in Rs.)


(in Rs.)

(n)Per Joints 21.00 22.50

(o)


(p)


(q)


(r)


(s)


28.67

(a)


(b)


(c)


(d)


(e)








Dismantling flanged Joints for Cast iron Pipes, Valves andspecials 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 250mminternal diameter of pipe,valves or special.

300mm, 350mm and 375mminternal diameter of pipe,valves or special.

400mm and 450mm internaldiameter of pipe, valves or special.

500mm and 525mm internaldiameter of pipe, valves or special.

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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

550mm and 600mm internal

diameter of pipe, valves or special.

Taking out dismantled Cast IronSocketted or Flanged Pipesvalves and, specials etc. out sidefrom the trenches and Stacking ata nearest Convenient place asrequired by the Engineeer-in-charge from where they can beloaded in to carts or trucks :-


10 metre of pipe line

dismanteled.

65mm internal diameter of pipe. 10 metre of

pipe linedismanteled



dismanteled.



dismanteled.



dismanteled



dismanteled.



dismanteled.



dismanteled.



dismanteled.



dismanteled.

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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)


pipe. 10 metre of pipe line

dismanteled





dismanteled



dismanteled



dismanteled







dismanteled


pipe. 10 metre of pipe line

dismanteled

The contractor shall be liableto make good all damagecaused by breakage whiletaking out the pipes fromtrenches.

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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 linethroughout its length andshall include the overalllaying length of sluice valvesand specials fixed therein.

Dismantling sluice valvessocketted or flanged includingcartage from the site of work tothe Divisional Stores :---

50mm internal diameter of valves






175mm internal diameter of valves.






valves


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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 allsizes, 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 theDivisional Stores.

Dismantling cast Iron surface boxes for sluice valves and firehydrants including cartage fromsite of works to the DivisionalStores.

Dismantling cast Iron single air valve surface boxes includingcartage from the site of works tothe Divisioanl Stores.

Dismantling cast Iron double air valve surface boxes includingcartage from the site of works tothe Divisional Stores.

Dismantling, disjointing, removal

and carriage to stores, G.I. pipelines, specials, valves andfittings :-

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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


line.





line.





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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 instreets and lanes for intramuralsullage drains, extramuralintercepting drains and out falldrains above top of drainscunnetes, storm water channelsand other work contingent or incidental thereto, to full dimensionsand depth as shown on the drawingsor as shall be required by Engineer-in-charge including dressing to correctsections and dimensions according totemplates and levels, dewatering of

rain water, diversion of traffic, fixingand maintenance of caution boards,night signals, crossing over trenchesfor access to the houses, watchingetc. and of removal of surplus spoilfrom the site of work including all liftand lead for depths to 2 metrebelow natural ground level upto 60metres of length of lead indisposing surplus spoil.

For all classes of soil exceptrocky.

For ordinary gravel soil,involving pick work.

For semi-conglomerate or soilof the nature of pick jumper Work.

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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 inFoundations Trenches etc., for storage and sedimentation tanks, highlevel tanks, filter beds, clear water

reservoirs, pump houses, sumps,screening chambers and other similar works to full dimension and depth asshown on the drawings or as shall berequired by Engineer-in-charge,including dressing of bottom and sidesof trenches, stacking the excavatedsoil clear from the excavation andsubsequent filling aroundPlinth/structures in 15 cms. layers withcompaction including Disposal of surplus spoils as Directed within alead of 30 Metres :-




Extra for every additional depth or 1.5metres or part thereof :-




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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 donot include the Provision of timbering.However, if it is necessary to providetimbering the payment may be made

to Rs. 623.00 and Rs. 633.00 per 100cum of earth work for poling boardframe type of timbering in plain andsub-mountainous area respectively.This extra payment is only allowed onthe written order/certificate of theEngineer-in-charge.

Extra for every 7.5 metersadditional lead beyond leads,specified in item No. 29.1 and29.2 above up to 300 metres.

Extra for every 7.5 metersadditional lead beyond 300metres upto 450 metres.

For leads beyond 450 metres earthwork shall be payable at carriagerates for and, bajri and ballast etc.,given in chapter 5 on carriage, of thisrevised common schedule of rates in

Metric Units.

Excavation of trenches in a Streets,Lanes or in Open Area for StormSewers and Manholes to FullDepths as Shown in Drawings,Including Shoring, Timbering of Poling Board Frame System Type,dressing to correct sections anddewatering, 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 andmaintenance of caution boards,refilling trenches, watering of refill in15 cm layers, ramming and restorationof surface to original conditions andremoval of Surplus Spoil from theSite of Works, for all Works other than connections to VentilatingShafts upto a Lead of oneKilometre.

For depth not exceeding 3 metresbelow ground level.

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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 all classes of soil exceptrocky .

For ordinary gravel soilinvolving pick work.


For depth exceeding 3 metres but notexceeding 4.5 metres below naturalground level :-




For depths exceeding 4.5 metres butnot exceeding 6 metres.




For depths exceeding 6 metres butnot exceeding 7.5 metres.




For depths exceeding 7.5 metres butnot exceeding 9 metres.

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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 asdescribed in item no. 29.4 above butfor connections to ventilatingshafts.




Extra over and above the rate of item

No. 29.4 ( a to e) for lowering sub-soil water level from its naturallevel, as decided by the Engineer-in-charge, by every 0.30 metre depth(Upto requisite depth), including costof Bore Holes Machinery andcarrying out the work in safemanner.

For sewer 760 mm i/d andabove

Extra over and above for itemNo. 29.4 (a to e) for wet Earthwork.

Extra for wet earth work frombottom of excavation upto levelof sub soil water.

Extra for wet earth work from

level of sub soil water up to 30cm above.

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Region

Notes :-

(i)

(ii)

(iii)

(iv)

(v)

(vi)

In case of deep excavation for itemNo. 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 asspecified in item No. 29.1 may beconverted into lead, as per rule laiddown in chapter 6 of this, revisedcommon schedule of rates in Metricunits.

The contractor must fix signboards toindicate the excavation of works anddiversion of traffic, etc. The sign-boards will be supplied by theDepartment from their store but thefixing and maintenance at site will bedone by the contractor and the ratesinclude the coast of the same.

The rates for Item No. 29.1 to 29.5inclusive, cover the cost of removingtrees and roots and removal of kankar

and other hard material met in theexcavation.

The maximum and minimum widths of trenches and excavation for whichpayment shall be admissible to thecontractor shall be those laid down inthe contract specifications.

The depth of spring level belowground level from where the wet

sinking of excavation below springlevel is to be done will be decided bythe Engineer-in-charge and thedecision will be final and binding onthe contractor. Where ever water isdepressed by pumping, rate shall befor wet earth work if actually wet andnot for work under standing or flowingwater and wetness allowance shall bepayable only after obtaining thewritten approval of the SuperintendingEngineer.

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Region

(vii)

(viii)

(ix)

No extra shall be payable in respect of item No. 29.1 to 29.5 inclusive, for anyseepage of water during excavationabove spring level.

If the excavation for any sewer shallbe carried out by 'cut' and 'cover' i.e.sinking shafts and tunneling inbetween, the contractor shall be paidfor such work as if the trench hadbeen openend the full length, but noextra shall be allowed other than thefull measurement of the trenchexcavation at the rate of item No. 29.4above for excavation pusposes. It willentirely be at the discretion of theEngineer-in-charge to permitexcavation by cut and cover method.Back filling of shafts and tunnels mustat all times be carried out throughlyand to the satisfaction of theEngineer-in-charge.

If any excavation of trenches in whichtimbering has not been done has to beabondoned due to the change of alignment of the sewer necessiated by

any obstruction such as pipe line,selectric, telephone or telegraphcables, wired Poles coming in the wayof the sewer or for any other causewhatsoever the contractor will be paidat the rate of Rs. 728.00, Rs. 1,054.00and Rs. 1,483.00 per 100 cum for allclasses of soil, except locky, gravelsoild and conglomerate soildrespectively in plain or sub-mountainous area for suchexcavation, not withstanding that hemay have made arrangements for the

timbering of

such trenches or actually brought it tothe site payment for abandonedtrenches at the above rate will includefor the back filling of the trenches in15 cm layers, well watered andconsolidated and for the restoration of the site to its original condition.

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Region

(x)

(xi)

(xii)

(xiii)

(xiv)

Where the Engineer-in-charge sodirects earth filling in trenches will becarried out by mechanical Rammers,No extra payment for this wil be

allowed to the contractor.

If any timbering or shoring is leftpermanently in any trench or excavation under orders of theEngineer-in-charge of the work, thecontractor shall be entitled to apayment of Rs. 950.00 per cum of thetimber left permanently in the work.Intimation of such payments should begiven to the Superintending Engineer concerned in due course.

The rates for item 29.3 to 29.5inclusive include the removal of allsurplus earth or spoil upto a distanceof one kilometre and its disposal,either outside the limits of the town or into depression or otherwise to theapproval of the Engineer-in-charge of the works. The contractor shall pay athis own cost and charges all fees or charges which may be levied by

owner of the land on which the spoilshall be disposed for the right of waythereto and for compensation for damage caused by the transport or disposal of the spoil. All spoil shall bedressed and trimmed to the approvalof the Engineer-in-charge of theworks.

No extra shall be payable in respect of

item 29.1 to 29.5 inclusive, due toother unforeseen difficulties, hardnessof the soil or of the surface and other factors. The rates do not includecutting through metalled roads andsorting and stacking of the roadmaterial for replacing after thetrenches are filled in, whcih will bepaid for separately.

The rate for road cutting andrestoration of surface to its original

condition will be the same as payablein case of chapter 28 on "Water Supply."

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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 iscarried out by sinking chambersmethod then the payment for various

items involved in the construction of chambers i.e. Brick-work, cement,concrete, R.C.C. sinking etc. will bepaid for at the respective ratesprovided for in the revised. CommonSchedule of Rates in Metric Unitswithout any extra due to supposedspecial for difficult nature of work.

Extra for Disposal of surplus spoilbeyond one kilometre.

Sub-sequent kilometres (Per kilometre) Beyond 10km upto20km

The extra quantity of lead for disposalfor surplus earth work beyond onekilometre will only be payable onwritten orders/ certificate of the officer not below the rank of S.D.E.

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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 and29.5 For providing close boardTimbering in place of poling board

frame system of timbering per metreof sewer Trench for every 3 metresdeep Shuttering or part thereof where such timbering is done.

Example :- Trench depth is 9 metres.Three stage timbering each stage 3metres has been done. The strata met with from 6 to 9 metres necessitatethe provision of close timbering(without driving) and is done. Thus

rate of Rs. 29.50 per metre of effectedsewer trench will be paid in plain. Incase the close timbering has beendone from 3 to 9 metres below G.L.,i.e. 2 stages of 3 metres, thenpayment of two stages of Rs. 29.50per metre i.e. Rs. 59.00 per metre of affected sewer trench will be pay-ablein Plains.

Extra over and above item 29.8

above for Driven piles type of timbering required in running sandystrata 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 willonly be pay able on the writtenorders/certificate of the ExceutiveEngineer.

Clay puddle weathered andtempered laid and consolidated onthe flat or on the slope to correcttemplate and levels or thickness asshall be required by the Engineer-in-charge.

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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 theEngineer-in-charge shall be allowed tobe used. The rate includes the cost of

all forms and shuttering required for the placing and supporting of thepuddle and for filling in all cracks andscored out holes or channels, etc.formed in puddle and finishing to anaccurate smooth surface to the plate.

Dismantling existing drains of different size cunnets, section onlyincluding recovery of all useablematerials, stacking the same near siteof 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 theplace of disposal outside the town intopounds, and depression or other suitable places, levelling off the sameand cleaning of the site of structures

dismentled, to the satisfaction of theEngineer-in-charge.

The dismentling of brick pitched drainshall be paid for at the rates givenunder chapter 8 (demolition) on theclass of work.

Reimbursements to Drains andflooring in strips

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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 firstclass bricks on end laid in cementsand mortar 1:5 and projecting to amaximum height of not more than

12.5 cm above top of drain alonghouse sides of drains where requiredfor protection of house walls.

Tega 11.50 cm thick formed of firstclass bricks on end laid in cementsand Mortar 1:5 as above.

The rates for items 29.12 and 29.13include for all excavation and for allbends, curves, cutting and wastage of bricks required. The external surfacesof the exposed joints must be struckflush as the work proceeds and leftperfectly smooth.

First class flat brick 7.50 cm thicklaid in reimbursements in and onlime mortar on sides of drains and inother work where required over limeconcrete or other foundations. All joints to be left completely filled andstruck flush.

First class flat brick 7.50 cm thicklaid in reimbursements in and on1:6 cement sand mortar as above.

First class flat brick 7.50 cm thicklaid in reimbursement in and on 1:5cement sand mortar as above.

First class for brick 7.50 cm thicklaid in reimbursements in and on

1:4 cement sand mortar as above.

First class brick on edge 11.50 cmthick laid in reimbursements in andon lime mortar on sides of drains andin other work where required over limeconcrete or other foundation, all jointsto be left complete filled and struckflush.

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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 cmthick laid in reimbursements in andon 1:6 cement sand mortar asabove.



The rates laid down for item 29.14 to29.21 cover all reimbursments todrains and any strips, ribs andedgings of narrow width enclosingareas to be paved with dry brick onedge or flat.The rates also include allextra work involved in layed narrowstrips, 7.50 cms, 11.50 cms or 23 cms.wide only alongside the drains for allcurves, bends, slopes and changes of slops and other work involving addedlabour or material also for all irregular areas and the cutting fitting andwastage of bricks required for suchwork. No extras will be payable for anyspecial difficult or complicated workrequired to be executed.

In all cases of brick on flat or brick onedge reimbursements of pitching in

lime, or cement mortar, a layer of mortar not less than 6mm thick shallbe placed underneath the bricks andthe bricks shall be embedded therein.This is covered by the rate. All jointsbetween the bricks and along outer and inneer sides or reimbursements shall be completely filled with mortar.

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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 beingordered in writting to be carried out for any flooring or pitching specified initems 29.12 to 29.21 the appropriate

rate laid down for such work in thisschedule shall be allowed as an extraotherwise the exteral surface of theexposed joints shall be struck flush asthe work proceeds and left prefectlysmooth.

All jonints for items 29.12 to 29.21inclusive shall be specially thin jointsnot exceeding 5mm width.

The rates laid down above for items29.12 to 29.21 do not include the costof the lime concrete-brick ballast or other foundations under the flooringand pitching.

First class dry flat brick flooringand paving in ordinary bondedcourses or in herring bone or other special courses or bond laid to

template over rammed and dressedfoundations and to correct longitudinaland cross slopes as shall be requiredby the Engineer-in-Charge. All jointsshall be thoroughly filled with drysand grouting which shall be appliedto a thickness of not less 20mm over the surface of the flooring andbrushed into the joints. All joints shallbe fully filled with sand.

First class dry brick on edgeflooring or paving in ordinarybonded courses or in herring bone or other special courses or bond, laid asdescribed in item no. 29.22

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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 inherring bone or other special courses,

to templates, over dressed foundationand to correct longitudinal and crossslopes as shall be required by theEngineer-in-charge. All joints shall befilled with mortar and struck flushed asthe work proceeds.

First class flat brick paving or flooring laid over and in cementsand mortar 1:6 laid as decribed initem no. 29.24

First class flat brick paving or flooring laid over and in cementsand mortar 1:5 laid as decribed initem 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 cementsand mortar 1:6 laid as decribed initem no. 29.24

First class brick on edge paving or flooring laid over and in cementsand mortar 1:5 laid as decribed initem no. 29.24

First class brick on edge paving or flooring laid over and in cementsand mortar 1:4 laid as described initem no. 29.24

Extra over and above the rates for items No. 29.22 to 29.30 inclusivefor pitching on the slope to sullagedrains above cunnettes and tostorm water channels, etc. whererequired

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Region

(i)

(ii)

(iii)

(iv)

(v)

The rates laid down for item No. 29.22to 29.31 include the cost of herringbone and other special bonding andcurved work, corners, curves,

longitudinal and cross slopes,cambers, cutting, shaping andwastage of bricks to fit irregular areasand other special works, all bricksshall be laid with best side exposed.

In case of item No. 29.22 to 29.23 therates include for a thin layer of clay or mud plaster from 6 mm to 10 mm,thick laid to correct templates andlevels underneath the bricks which

should be carefully set into the mudplaster.

In case of item 29.24 to 29.31, therates include the provision of homogenous layer of mortar not lessthan 6 mm. thick under the whole of the flooring or paving into which thebricks shall be carefully set andembedded when laid.

The joints of the flooring and pavingspecified in items 29.24 to 29.31 shallbe fine and the maximum width shallnot exceed 5mm. All bricks shall belaid with the best side exposed andthe rates cover the cost of cutting andtrimming the bricks where necessaryin order to ensure good bond andspecified fine thickness of joints.

In the event of Engineer-in-Chargegiving orders in writing for cementpointing to be applied to the exposedsurface of any flooring or paving, theappropriate rate for such work will beallowed as laid down in the schedule.Otherwise the external surface of the joints shall be struck flush as the workproceeds and left perfectly andsmooth.

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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 to29.31 do not include the cost of thelime 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 tothese specifications, even though thewidth of such strips or Profiles may beonly 11.5 cm or 23 cm and no extraover and above the rates laid downwill be paid for such work.

Brick ballast well or over burnt,

broken and screened through a32mm x 32mm square mesh screenlaid consolidated and rammed to afinished thickness of 50mm totemplate and levels to correctlongitudinal slopes cross slopescambers, etc. under paving or flooring.

Brick ballast well or over burnt,broken and screened through a32mm x 32mm square mesh screen

laid consolidated and rammed to afinished thickness of 75mm asabove.

Clay concrete, consisting or 100parts by volume of well burnt or over burnt brick ballast screened through32mm x 32mm square mesh screenmixed 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 correctlongitudinal slopes, cross slopes,cambers, etc. under paving or flooringas shall be required by the Engineer-in-Charge.

Clay concrete as above but laidconsolidated and rammed to afinished thickness of 75mm asabove.

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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 450mminternal diametor circular or 455mm x 610mm clear inside opening rectangular cast iron manhole cover

and frame including carriage fromthe stores of the Engineer-in-charge tosite of work, loading, unloadingincluding stacking and setting thesame to correct lines and levels in 1:2cement sand mortar over manholesetc.

Heavy duty circular 560mminternal dia, (weight as per I.S.I)

Medium duty circular 560mm or 500mm internal dia, (weight asper I.S.I)

Light duty rectangular,single/double seal pattern455mm x 610mm clear insideopening or circular 500 mm or 450mm internal dia (Weight asper I.S.I)

Fixing C.I or malleable iron stepincluding carriage from stores of theEngineer-in-Charge to the site of works, and setting the same tocorrect line and levels in the workembedded in 1:2 cement and sandmortar.

Fixing of heavy cast iron automaticsyphon with fittings including

carriage from the stores of theEngineer-in-Charge to site of work,loading and unloading, fixing andsetting the same to correct lines andlevels in 1:2 cement sand mortar inautomatic flushing tanks if required.

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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 ventilatingcolumn 150mm 225mm and 300mminternal diameter including basescolumns, caps, cowls or wire

domes, etc. complete includingcarriage from the stores of theEngineer-In-Charge of works, to sitesof works, loading and unloading fixingand jointing and setting the same inposition in 1:2 cement sand mortar over the foundation block in theworks including the fixing andgrouting of holding down bolts,nuts and washers the filling of thecompleted flanged joints withmolten lead and finishing off to therequirements of the Engineer-In-Charge-

5.50 metres high and weighing8.10 quintal.

Per columncomplete

including base,pipe & cap etc.


Per columncomplete



Per columncomplete



Per columncomplete



Per columncomplete


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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 columncomplete



Per columncomplete



Per columncomplete



Per columncomplete



Per columncomplete



Per columncomplete



Per columncomplete


Erection of RCC ventilation columnhaving minimum 200mm internaldiameter and a height of 11 metresabove ground level including caps,cowls or wiredomes, etc. completeincluding carriage from the stores of the Engineer-In-Charge of works tothe site of works, loading, un-loading,fixing and setting the same inposition and embeding infoundation block (to be paidseparately) complete.

Per column

completeincluding base,pipe & cap etc.

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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 wiredomes, holding down bolts, nuts andwashers, jointing material comprisinglead and bolts, nuts and washers andrubber insertion at the stores of theEnigneer-In-Charge but all steel stripsor packing pieces required for jointingand erecting the columns true andvertical shall be provided by thecontractor at his own expense andcost thereof is included in the aboverates.

The rates also cover the cost of allspecial scaffolding, derricks jimpoles,tools and plants, ropes, guys etc andnothing extra will be admissible to thecontractor for the difficulties involvedin erecting the column absolutely trueand vertical.

The joints between the stone ware or cement concrete pipe connecting themanholes with the column will be paidfor at the rates as joint of stonewareor cement concrete pipe at therelevant rates given in the scheduleand all extra cement concrete requiredto make this joint perfect and to therequirements of the Engineer-In-Charge shall be provided by thecontractor and the cost thereof shallbe allowed to the contractor as per cement concrete at the rates laid

down for such items.

The pieces if any of the column shallbe assembled and jointed at groundlevel and then hoisted and erectedunless specific approval of theEngineer-In-Charge in writingpermitting contractor to do shall havebeen given.

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Region

(v)

(vi)

(vii)

PAINTING VENT SHAFTS

29.41

(i)Metre 3.85 4.00

The columns which have not beenerected absolutely true, concentricand vertical shall not be accepted andthe contractor shall rectify all defects

arising from defective workmanship in jointing, fixing and erection at his owncosts and charges and nothing extrawill be admissible to him for theremoval of such defects.

The contractor shall be entirelyresponsible for the safety and thecustody of the material handed over tohim for erection and jointing and shallnot damage any column or its

component parts while the same isunder his charge or during assembly,erection etc. should however anycolumn or its component part or the jointing material get damaged or stolen while the same are under hischarge and until the columns after erection have been duly approved,passed and accepted by theEngineer-In-Charge the actual of suchdamage or loss shall be recoveredfrom the contractor. the actual cost of various component parts of the

columns and of the jointing material tobe issued to the contractor free of costcan be ascertained by the contractor from the Engineer-In-Charge beforetendering.

The height of columns as mentionedin item 29.39 above is exclusive of theheight of base cap and cowl or dome.

The weight as mentioned in this itemis approximately total weight of thecolumn.

Painting 2 coats excluding primingcoat with ready mixed paint for metallic surface in all shades onnew works.

150 mm internal diameter ventshaft.

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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 onold work.


225 mm internal diameter vent

shaft.


Painting two coats with anti-corrosive bitumastic paint on newwork to give an even shade.




Painting one coat with anti-corrosive bitumastic paint on oldwork to give an even shade.

150 mm internal diameter vent

shaft.



Finishing RCC vent shaftsminimum 200mm internal diameter with exterior decorative cement based paints on new work two coats

to give and even finish.

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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 onold work one coat to give an even

shade.

Construction of standard new Eggshaped Type sewers to contractdrawing upto 4 metres below G.L.including dressing of beds and sidesof tranches to exact profiles, gradesand alignment; lime concrete in bedsand sides (as per specified in item10.3)/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 onsides, fine lime concrete / cementconcrete 1:8:16 with 20mm gaugebrick ballast in haunches (as per specified in item No. 10.4,10.44)1:1½:3 moulded Cement concreteinvert accurately finished with neatCement rendering face; speciallyhand moulded first class rediatedbrick work laid in 1:3 cement sandmortar in the sides and under arch

rings of the sewer and specially handmoulded first class radiated brickwork laid in 1:4 Cement sandmortar in the outer archrings of thesewers laid over 1:3 cement sandcollar joint not less than 12.50mmin

thickness formed round the inner

layer of brick work and with theentire inner surface of the sewer rendered with a layer of neatcement not less then 12.50mm thick1:2 cement sand plaster andfinished with a floating coat of neatcement left absolutely smooth,polished and correct to templatefinished with two coats of sodiumsilicate where ever required.

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Region

The rate includes the cost of accurately planned and fitted centringand supports for all works as well asfor all curves, bends, falls and other

special works and the cleaning out thesewer through out their lengthsSodium Silicate shall be supplied freeof cost at the stores of the Engineer-In-Charge.

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Region


Plains Sub-mountai

Through Rate Throu

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. 1:8:16with 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

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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 EggShaped Type Sewers to contractdrawings as described in item No.

29.47 above but with CementConcrete 1:8:16 with Stone Ballastof 32mm Gauge in Beds and Sidesand 20mm Gauge in Haunches inplace of lime concrete in beds andsides and fine lime concrete inhaunches in plains and sub-mountainous area :-

The finished inside dimension of egg-shaped sewer being :-

ThroughRate

Per Metre of Completed

sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

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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 4metres below ground level. Finishedinside dimensions of egg-shapedsewer being:-


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

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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 Eggshaped Type sewers to contractdrawing 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, gradesand alignments, lime concrete (asspecified in item 10.3) or cement

concrete 1:8:16 brick ballast 32mmgauge (item 10.45) in beds andsides with 1:3 cement sand collar joint not less than 12.50mm thickon side, 1:11 /

2:3 moulded cement

concrete invert accurately finishedwith neat cement rendering face; specially hand moulded first classradiated brick work laid in 1:3cement sand mortar in the sides of the sewer with the entire inner

surface of the sewer rendered withneat cement not less than 12.50mmthick 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 sodiumsilicate where-ever required. The ratesinclude the cost of accurately plannedand fitted centring moulds andsupports for all works, as well as allcurves, bends falls and other specialwork and the cleaning out of thesewer through out their length.Sodium silicate shall be supplied freeof cost at the stores of the Engineer-in-Charge.

With limeConcrete

Withcement

Concrete

With limeConcrete

The finished inside dimensions of egg-shaped sewer being :-


sewer

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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

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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 eggshaped type sewers to contractdrawings built upto 2/3rd Height only(as constructed in manhole length) as

per described in item No. 29.50above, But This provide cementconcrete 1:8:16 with stone ballastof 32mm gauge in beds and sidesin place of lime concrete in beds sidein plains or sub-mountainous areas.Finished inside dimensions of egg-shaped sewer being :-


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

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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 4metres depth below ground level.

Finished inside dimensions of eggshaped sewer being:-


sewer


sewer


sewer

Per metre of

completedsewer


sewer


sewer


sewer


sewer


sewer


sewer

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Region

(k) 1120mm x 1680mm

4.10 4.50

(l) 1170mm x 1755mm

4.25 4.70

29.53


sewer


sewer

Brick Sewer (Circular Nonpressure)

Construction of brick circular nonpresure type sewer to contractdrawing upto 4 metres below G.L.including dressing of beds and sideof trenches to exact profiles, gradesand alignment; Lime concrete,cement concrete 1:8:16 with brickballast in bed and sides (as per specified in item No. 10.03 and. 10.45with 1:3 cment sand collar joint notless than 12.50mm thick on sides,fine lime concrete/ cement concrete1:8:16 with brick ballast inhaunches, (as per specified in itemNo. 10.4-10.44) 1:1,1/2:3 mouldedcement concrete invert accuratelyfinished with neat cement renderingface, specially hand moulded firstclass radiated brick work laid in 1:3

cement sand mortar in the inner arch rings of the sewers andspecially hand moulded first class,radiated brick work laid in 1:4Cement sand mortar in the outer arch rings of sewers laid over

arch, 1:3 cement sand collar joint not less than 12.50mm in thicknessformed round the inner layer of brickwork and with the entire inner surface of the sewers rendered withneat cement not less then 12.50mmin thickness of 1:2 cement sandplaster and finished with A floatingcoat of neat cement left absolutelysmooth, polished and correct totemplate finished with two coats of sodium sillcate where ever required.

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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 centringmoulds and supports for all works aswell as for all curves, bends, falls and

other special works and cleaning outthe sewer through out their length,Sodium Silicate shall be supplied freeof cost at the stores of the Engineer-In-Charge.

With limeConcrete

With CementConcrete

With limeconcrete

The finished inside diameter of egg-shaped sewer being :-

Per metre of

completedsewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

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Region

29.54

Rates

Plains Sub-mountai

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 nonpressure type sewers to contractdrawings as per specified in item No.

29.53 above, but this providescement concrete 1:8:16 with stoneballast of 32 mm gauge in beds andsides and 20 mm gauge inhaunches in place of lime concretein beds and sides and fine limeconcrete in haunches in sub-mountainous or plain areas :-

The finished inside diameter of sewer being :-

Per metrecompleted

sewer

Per metrecompleted

sewer

Per metrecompleted

sewer

Per metrecompleted

sewer

Per metrecompleted

sewer

Per metrecompleted

sewer

Per metrecompleted

sewer

Per metrecompleted

sewer

Per metrecompleted

sewer

8/8/2019 New Csr2009





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 metrecompleted

sewer

Per metrecompleted

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 4metres below ground level.

The finished inside diametre of sewer being :-

Per metrecompleted

sewer

Per metrecompleted

sewer

Per metre

completedsewer

Per metrecompleted

sewer

Per metrecompleted

sewer

Per metrecompleted

sewer

Per metrecompleted

sewer

Per metrecompleted

sewer

Per metrecompleted

sewer

8/8/2019 New Csr2009





Region

(j) 1450mm

9.70 10.70

(k) 1525mm

10.20 11.20

29.56

Rs. Rs. Rs.

Per metrecompleted

sewer

Per metrecompleted

sewer

Construction of brick circular nonpressure type sewers to contractdrawings built up one half heightonly (as constructed in manholelengths) upto 4 metres below G.L.including dressing of beds and sidesof trenches to exact profiles, gradesand alignment, lime concrete /cement concrete 1:8:16 with brick

ballast 32mm gauge in beds andsides (as per specified in item No.10.3/10.45) with 1:3 cment sandcollar joint not less than 12.50mmthick on side, 1:1½:3 mouldedcement concrete invert, accuratelyfinished with neat cement renderingface, specially hand moulded firstclass radiated brick work in 1:3cement sand mortar in the inner arch rings of sewers upto one half with entire inner surface of the sewer rendered with neat cement not lessthen 12.50mm thickness 1:2 cementsand plaster and finished with afloating coat of neat cement left absolutely smooth, polished andcorrect to template finished with twocoats of sodium sillcate where ever required.

The rate include the cost of accuratelyplanned and fitted centring mouldsand supports for all works as well asfor all curves, bends, falls and other special works and the cleaning out of the sewers through out their lengths,Sodium Silicate shall be supplied freeof cost at the stores of the Engineer-In-Charge.


With limeConcrete

With cementconcrete

With limeConcrete

8/8/2019 New Csr2009





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

Per metre of

completedsewer


sewer


sewer


sewer


sewer


sewer


sewer

Construction of Brick circular nonpressure type sewers to contractdrawing built up one half heightonly (as constructed in manholelengths) as per described in item No.29.56 above, but this providecement concrete 1:8:16 with stoneballast of 32mm gauge in beds andsides in place of lime concrete inbeds and sides in plain or sub-mountainous area.


8/8/2019 New Csr2009





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

Per metre of

completedsewer


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 4metres below ground level.

The finished inside diametre of sewer being:-

Per metre of

completedsewer

8/8/2019 New Csr2009





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

Per metre of

completedsewer


sewer


sewer


sewer


sewer


sewer

8/8/2019 New Csr2009





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 brickcircular (pressure type) sewers tocontract drawings upto 4 metresbelow ground level including

dressing of beds and sides of trenches to exact profile, grades andalignment, Cement concrete of 1:2:4mix in beds and sides (as per specified in item no. 10.11) R.C.C.ring of 1:2:4 mix having thereinforcement as shown in thecontract drawings. 11.5cm thick firstclass specially hand moulded radiatedbrick work laid in 1:2 cement sandmortar for inner arch of the sewer and 11.5cm thick first class specially hand moulded radiated brickwork laid in 1:5 cement sand mortar for protecting ring laid over theupper portion of the RCC ring.12.50mm thick 1:2 cement sandplaster on the lower half portion of the sewer finished with a f loatingcoat of neat cement left absolutelysmooth, polished and correct totemplate, finished with two coats of sodium silicate where ever required.

The rates includes the cost of accurately planed and fitted centringmoulds and supports for all works aswell as for all curves, bends, falls andother special work and cleaning outthe sewer through out their lengths,sodium silicate shall be supplied freeof cost at the stores of the Engineer-in-charge.



sewer


sewer

Per metre of completedsewer

8/8/2019 New Csr2009





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

Per metre of

completedsewer


sewer


sewer


sewer

Extra over and above the rates for item Nos. 29.59 above for Everyadditional 2 metres depth or partthere of for depths beyond 4 metresbelow ground level :-

The finished inside diametre of sewer being :-


sewer


sewer


sewer

Per metre of

completedsewer

8/8/2019 New Csr2009





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

Per metre of

completedsewer


sewer


sewer

Construction of R.C.C cum brickcircular pressure type sewers to

contract drawing build up one half height only (as constructed inmanhole lengths) upto 4 metresbelow ground level, including dressing of beds and sides of trenches to exact profiles, grades andalignment. Cement concrete of 1:2:4mix 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 asshown in the contract drawing, 11.5cmthick first class specially hand

moulded first class radiated brickwork laid in 1:2 cement sand mortar for inner arch ring of the sewer upto half height. 12.50mm thickcement sand plaster on the entirelower portion of the sewer as shownin the contract drawing, finished witha floating coat of neat cement leftaccurately smooth, polished andcorrect to template, finished with twocoats of sodium silicate where ever required.

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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 accuratelyplanned and fitted centring mouldsand supports for all work as well as for

all curves, bends, falls and other special works and cleaning out thesewers throughout their lengths,Sodium silicate shall be supplied freeof cost at the stores of the Engineer-In-Charge.

The finished inside diameter of thesewer being :-


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

8/8/2019 New Csr2009





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 everyadditional 2 metres depth or partthere of for depths beyond 4 metres

below ground level.

The finished inside diametre of thesewer being :-


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer


sewer

8/8/2019 New Csr2009





Region

(i)

(ii)

(iii)

(iv)

A reduction of Rs. 50/- per metre shallbe made in the rates of sewers, incase steel forms for lime concrete andarch work are provided by the

department. The item includes other elements such as labour for fixing theform and cost of other templateswhich are not to be supplied by thedepartment.

For all types of sewers describedunder 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 laiddown in these items shall be payablein all cases and not the individual

rates for lime concrete, brick workplastering and other separatescomponents items of work as laiddown in the schedule.

In the case of manholes, junctions and junction chambers, over flowchambers, flushing taknks and variousworks, however, payments will bemade on the basis of detailedmeasurements of each separate itemof work carried out under the heads

lime concrete, plain and reinforcedconcrete, brick works, painting andplastering, etc. as laid down anddescribed in this schedule, Providedto composite rate exsits and no extraallowance above such rates, shall beallowed to the contractor for anyreason what so ever.

In the event of any extra or additionalwork being carried out under Orders inWriting of the Engineer-in-charge of the works, in connection with any brickegg-shaped/circular sewers, the sameshall be measured and paid for at therespective rates laid down in thisschedule under the head limeconcrete, plain and reinforced cementconcrete, brick work, painting andplastering etc. for the items of extrawork actually carried out.

8/8/2019 New Csr2009





Region

(v)

(vi)

In the event of Engineer-in-chargerequiring the provision of the whole or any part of the foundation or envelopeof any brick egg-shaped/circlar sewers

to be constructed of cement concretein place of lime concrete, a deductionshall be made according to the ratesspecified in item No. 10.3 and 10.4 for lime concrete in beds and sides andfine lime concrete in haunches andtop arch ring, etc., on account of theactual value of lime concrete from theamount payable to the contractor andthe Contractor shall be entitled topayment for the cement concrete workactually carried out by him under theorders of the Engineer-in-charge atthe relavant rates laid down inschedule of rates depending on thespecifications and decription of thesaid concrete work.

No extra over and above and said ratelaid down in this schedule of ratesshall be allowed to the contractor dueto difficulties of the work, smalldimensions, laying concrete in or under water, or on account of any

troubles or difficulties, whatsoever,which may be encountered by him inthe work and the contractor beforetendering for the work shall makehimself throughly acquainted with alllocal conditions and difficulties inrespect thereof in this tender.

Socketted joints made on branchpipes, junctions or blocks laid in

connection with brick burn sewers, willbe paid for at the rate laid down for jointing salt glazed stone ware pipes,vide item No. 29.64

Salt Glazed Stone ware Pipessewers and Drains

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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 warePipes and Specials into Trenches for all depths and Laying out thesame to correct alignment, Gradients,

levels etc., In Trenches including alldressing and trimming of bed andsides of trenches, if required trimmingand cutting of concrete beds and joints holes, supporting the pipes andspecials, in correct position in asuitable rigid manner while the sameare being jointed and until thesurrounding benching, haunching andenvelopes are completed. The sewer shall rest on the bed at every pointthrough-out its length and to ensurethis, it shall be grouted in without extrachange by the contractor with limesurkhi mortar in the case of limeconcrete beds and 1:3 cement sandmortar in the case of cement concretebeds Including cartage fromDivisional Store or nearest RailwayStation to Site of work :-


sewer.

10 Meteres of

CompletedSewer

150mm internal diameter of sewer.

10 Meteres of Completed

Sewer



Sewer



Sewer



Sewer



Sewer



Sewer

8/8/2019 New Csr2009





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 allsight rails and appliances to ensurethat the sewer is maintained to perfectalignment and gradients through out.

Jointing and fixing salt glazedstone ware pipes and specials intrenches, using cement sandmortar 1:1 and best white ItalianTarred Hemp Yarn includingfinishing and trowelling of each joint

at an angle of 45 degree with thelongitudinal axis of the pipes,watering, keeping the joints coveredand wetted till the same are cured,testing the sewer lines for leakage andmaking all leakages and defects good,complete as laid down in the contractspecificatons :-

100mm internal diameter of sewer or branch pipe

Per jointcomplete.


Per jointcomplete.


Per jointcomplete.


Per jointcomplete.


Per jointcomplete.


Per jointcomplete.

8/8/2019 New Csr2009





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 jointcomplete.


Per jointcomplete.


Per jointcomplete.


Per jointcomplete.


Per jointcomplete.

The lime concrete in beds, benching,haunching and envelopes of all glazedstone ware pipe sewers will be paidfor separately according to themeasurements of the work carried outto the requirements of the Engineer-in-charge, or as shown in the contractdrawing, at the rates given in theschedule of the rates, depending uponthe description and specifications of the concrete. All brick ballast must beabsolutely clean and free from rubbishdirt, clay, etc.

If any cement concrete is ordered bythe Engineer-in-charge to be placed inthe bed, benching, haunchings of envelopes of any glazed stone werepipe sewers, the same will be paid for at the rates given in the schedule of rates for the respective specificationsand description of the concrete workcarried out.

8/8/2019 New Csr2009





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 andcement concrete work in bedshaunches and envelopes will be

allowed by reaons of any difficulties or wastage in work or for roughshuttering or moulding.

In cases where caps on sockets of branches have to be removed in order to make the joints with the next pipeson extra shall be payable for cuttingand removing the caps.

Cutting glazed stone ware pipe and

specials chipping and finishing thecut surface to a uniform finish androughing the part of the pipes, if anyentering the sockets of the adjacentpipes complete, to the satisfaction of the Engineer-In-Charge of the works :-

100mm internal diameter of pipe or specials


pipe or specials









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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 includinglowering, aligning, setting in brickwork and concrete cutting away andmaking good complete.

Extra for laying oblique junctionbranches in stone ware pipesewers including lowering, aligning,setting in correct position with correctslopes of branches and cutting andmaking room for branchescomplete :-

100mm to 375mm internaldiameter of sewer and 100mminternal diameter of branch.

Per branchcomplete


Per branchcomplete


Per branchcomplete

Extra over the rate laid down in thisschedule for cement concrete workfor making and finishing benchingand complicated floor work inmanholes including formation of channels and bulldozing and smoothfinishing the surface accurately totemplete.

Per squarebenching

and flooringsurface

measuredhorizontally.

Plain and Reinforced Concrete

Pipes

8/8/2019 New Csr2009





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 ReinforcedConcrete Pipes and Specials intoTrenches for all Depths and Layingout the same to correct alignment,

gradients, levels etc. including alldressing and trimming and cutting of concrete beds and joints holes,supporting the pipes and specials incorrect position in a suitable rigidmanner while the same are being jointed and until the surroundingbenchings, haunches and envelopesare completed. The pipes shall rest onthe beds at all joints through their lengths and to ensure this, they shallbe grouted in where necessary asdescribed in item No. 29.63 includingcarriage from stores of the Engineer -In - Charge and Safe Delivery thereof at site of works, this includesloading, unloading, stacking atconvenient points adjacent to the workready for lowering as may be foundmost convenient in the interest of works :-

10 metres of completed

sewer


sewer


sewer


sewer


sewer


sewer

8/8/2019 New Csr2009





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

completedsewer


completedsewer

400mm internal diameter of sewer class (NP1 or NP2)


sewer


completedsewer


completedsewer


completedsewer


completedsewer



sewer


completedsewer


sewer class (NP3 or NP4)

10 metres of

completedsewer



sewer



sewer


completedsewer

8/8/2019 New Csr2009





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)



sewer


completedsewer



sewer



sewer



sewer


completedsewer


completedsewer


completedsewer



sewer

The octroi and terminal taxes on thepipes and specials will not be payableby the contractor, but he should beliable for all losses, breakages andother damages to the pipes andspecials from the moment he takesdelivery thereof and thereafter untilthe pipes and specials have been jointed and tested.

8/8/2019 New Csr2009





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) 450mm

32.50 34.50

The rate includes all bricks supports,sight rails and appliances required toensure that the alignment andgradient of the sewer is perfectly

maintained thoughout.

Jointing plain and reinforcedconcrete pipes and specials intrenches using collar joints jointedwith 1:1½ cement sand mortar nearly dry, heavily caulked into jointsand with the end Dowels filled with1:1½ cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree withfaces of collars keeping joints wet tillcured, testing the drain lines or leakage and making good all leakageand defects as laid down in thecontract specifications complete with 2spigot ends jointed to collar andinternal 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

8/8/2019 New Csr2009





Region

(j) 500mm37.00 39.00

(k) 600mm

44.00 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 saltglazed stone ware pipes and specialsin item No. 29.64 of this schedule, the jointing rates laid down for the sizes of pipes or specials given in item 29.64of this schedule shall be payable for such joints.

Note (i), (ii),(iii) and (iv) following item29.64 of this schedule shall also applyto all lines of drains with plain or reinforced concrete pipes andspecials.

Cutting plain and reinforcedconcrete pipes sepcials, chippingand Finishing the cut surface to auniform finish to the satisfaction of the Engineer-In-Charge :-


pipe or specials.

8/8/2019 New Csr2009





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

150mm internal diameter of pipe or specials.


pipe or specials.















8/8/2019 New Csr2009





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 junctionbranches in concrete pipe sewers,including setting in concreteposition and with correct slopes of

branches and cutting and makingroom for branches complete :-

100mm internal diameter of sewer and 100mm internaldiameter of branch.

Per branchcomplete


Per branchcomplete


Per branchcomplete

225mm internal diameter of sewer and 100mm to 200mminternal diameter of branch.

Per branchcomplete


Per branchcomplete


Per branchcomplete


Per branchcomplete

400mm internal diameter of sewer and 100mm to 350mm

internal diameter of branch. Per branchcomplete


Per branchcomplete


Per branchcomplete

Stone-ware Intercepting Traps, Flapvalves, Road Gullies etc.

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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 wareintercepting traps to be supplied bythe Engineer-In-Charge andembedding the same in cement

concrete to the requirements of theEngineer-In-Charge in screeningchambers Including Carriage fromthe stores of the Engineer-in-Charge :-

Fixing of cast iron road gullygrating and frame completeincluding carriage from the stores of the Engineer-In-Charge of the works,loading, Fixing and erecting thesame in position to correct lines andlevels in 1:2 cement sand mortar and painting of grating and framewith coal tar.

House outlet connections including

cutting and forming parnalas andMaking Khurras at head of houseconnections. Size of each Khurras tobe not less than 30cm x 30cm. Therate shall cover the cost of all works tothe requirements of the Engineer-In-Charge.

Per Connection

House outlet connections asdescribed in item 29.75 above Butwith size of khurra not less than 30cm x 15 cm. Per

Connection

House outlet connections asdescribed in item 29.75 above butwith size of khurra not less than 23cm x 15 cm. Per

Connection

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Region

29.78

per metre 16.50 17.00

29.79

per metre 23.00 23.50

29.80per metre 56.00 57.00

29.81

per metre 70.00 71.00

29.82

per metre 84.00 85.00

Notes :-

(i)

Constructing Punjab StandardDrain, type house connectioncomplete consisting of cementconcrete drain moulded and laid over

lime concrete foundation, renderedand finished smooth with 6mm thickrendering concrete to be of 1:2, 5:5parts by volume of cement :sand:stone bajri and rendering to be 1:1cement sand mortar.

Constructing Punjab standard draintype I as above.

Constructing Punjab standard draintype II as above.

Constructing Punjab standard draintype III as above.

Constructing Punjab standard draintype IV as above.

The rates given above for the typedrains include in all cases for the costof the excavation for the drain belowlevel of top of cunettes, the timbering,shoring, de-watering and dressing of the excavation to correct template andlevels, the removal and disposal of allsurplus spoil and refilling if any asdescribed under the head earth work,the cost of lime concrete in foundationof drains and of all setting outapparatus required for the work. Therates also include the cost of allcurves, bends, falls, junctions, inlets,outlets and other special work in thedrains and expansion joints.For drainswhere precast slabs are used the rateinclude the fixing and setting to correctlevel and templates in 1:2 cementmortar, the joint being finishedperfectly smooth with faces of theslabs.

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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 finishedperfectly smooth by rubbing withproperly shaped steel finishing toolsand the design of all tools and

appliances, moulds and templatesused on the construction of the drainsshall be to the approval of theEngineer-In-Charge of the work.

All precast slabs shall be cured byimmersion for 10 days under water before use and all cement concretedrains moulded in site shall be floodedwith water upto the tops of thebullnose edging for 10 days after construction to ensure that all

concrete is throughly seasoned .

The rate for items 29.75, 29.76 and29.77 house outlet connections,include for all work from the plinth of the house upto the street drain wherethis is adjacent to the house wall. If the street is away from the wall theappropriate length of the houseconnecting drain will be paid for. Therate also includes for cutting jharries inthe house wall and reimbursement of

the drains for forming parnalas whererequired and plastering the same.

The lime concrete shall be to thespecification described in item No.10.3

Providing masonry plugs to ends of sewers of all types with 115mmthick brick wall in cement sandmortar 1:7 with 12.50mm thickcement plaster 1:6 (as required bythe Engineer-In-Charge)

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Region




























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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

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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 manholechambers to standard drawings onnew egg shaped sewers upto the

required depth in 1:5 cement sandmortar, lime concrete 40 percentlime mortar with 20mm gauge brickballast in haunches above thearchring where the depth of cover in traffic streets is less than 1:5metre, 12.50mm thick water tight1:2 cement sand plaster with afloating coat of neat cement andfinished with two coats of sodiumsilicate on interior surface, whererequired, reinforced cementconcrete slab 180mm. thick fixing560mm. internal diameter C.I.manhole frame and cover weightnot less than 2.5 quintal paintedwith three coats of black bitumenpaint, fixing galvanised malleableiron steps embedded in 1:2 cementsand mortar etc. complete.

The rate also covers the cost of M.S.Steel for R.C.C slab, labour for fixingand carriage of C.I. manhole frameand cover malleable iron steps fromthe stores of the Engineer-In-Chargeof the work to site of work. The ratefurther includes cost of accuratlyplaned and fitted centring, supports for all work, as well as for all covers andspecial work, cleaning out their bedsetc. Sodium Silicate shall be suppliedfree of cost at stores of the Engineer-In-Charge.

On Egg-shaped sewers of size610mm x 915mm to 860mm x1290mm

For 2.40 metres depth belowgound level.



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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 size910mm x 1365mm to 970mmx1455mm


For 4.00 metres depth below

gound level.





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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



gound level.


On Egg-shaped sewers of size1020mmx 1530mm or above.










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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 manholechambers to standard drawings onS.W. pipe sewers or other circular

pipe sewers, upto the requireddepth in 1:5 cement sand mortar,lime concrete in bed and sides of pipe sewer and cement concrete1:2:4 in benching 12.50mm thickwater tight 1:2 cement sand plaster with a floating coat of neat cementand finished with two coats of sodium silicate on interior surface,where required, reinforced cementconcrete slab 180mm thick, fixing560mm internal diameter C.I.manhole frame and cover weightnot less than 2.50 quintals paintedwith three coats of black bitumenpaint, fixing Galvanised malleableiron steps embeded in 1:2 cementsand mortar complete.

The rate covers the cost of M.S. Steelfor R.C.C slab, labour for fixing and

carriage of C.I. manhole frame andcover malleable iron steps from thestores 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 allcurves and special work, cleaning outtheir beds etc. Sodium Silicate shallbe supplied free of cost at the storesof the Engineer-In-Charge.

On 100mm internal diameter pipesewer :-

For 1.20 metres depth belowground level.



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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



ground level.

















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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)

















On 300mm internal diameter pipe

sewer :-

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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)



ground level.

















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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 manholechambers construction are only for estimating purpose and no paymentwill be made on thise rates. Thepayment for these items will however

be made according to themeasurements of various quantities of works executed at site.

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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 chambersto standard drawings on S.W pipesewers or other circular sewer upto

the required depth in 1:5 cementsand mortar lime concrete in bedand sides of pipe sewer and cementconcrete 1:2:4 in benching,12.50mm thick water tight 1:2cement sand plaster with a floatingcoat of neat cement and finishedwith two coats of sodium silicate on interior surface where required, fixing560mm internal diameter C.I.manhole cover and frame weightnot less than 2.5 quintal with threecoats of black bitumen paint, fixinggalvanised malleable iron stepsembedded in 1:2 cement sandmortar complete:-

The rate of covers the cost of carriageof C.I. Manhole frame and cover andmalleable iron steps from the stores of the Engineer-In-Charge of the worksto the site of work.

The rate also includes the cost of accurately planed and fitted centring,supports for all works, as well as for allcurves and special work, cleaning outtheir beds etc. Sodium Silicate shallbe supplied free of cost at the storesof the Engineer-In-Charge.

For 1.80mm metres depth belowground level :-

On 175mm internal diameter pipe sewer .





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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 0.30metre depth of manhole upto 4

metres depth below ground level on175mm internal diameter to 450mminternal diameter pipe sewers.

Per 0.30metre depth

Extra over and above on item No.29.86 for every additional 0.30metres depth upto 2 metres for depth beyond 4 metres belowground level. On 175mm. internaldiameter to 450mm internaldiameter pipe sewers. Per 0.30

metre depth

Construction of brick masonryinspection chambers size as givenbelow upto 0.60 metre averagedepth in 1:5 cement sand mortar,lime concrete with 40 per cent limemortar 2:3 in foundation, cementconcrete 1:2:4 benching 12.50mmthick cement plaster 1:2 with afloating coat of 1mm thick of neatcement, R.C.C. 1:2:4 slabs 100mmthick cement concrete topping50mm thick with 455mm x 455mm,455mm x 610mm inside light dutyC.I. inspection chamber cover andframe (Weight as per I.S.Ispecifications) painted with 3 coatsof black bitumastic paintconforming to I.S.I complete as per standard design :-

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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 sealweighing 52kg. With C.C

topping.

Size 450mm x 600mm inside(with 455mm x 455mm) cover and frame double seal patternslight duty weighing 52kg. WithR.C.C Slab.

Size 600mm x 900mm inside(with 455mm x 455mm) cover and frame light duty double sealweighing 52kg. With R.C.C

Slab.

Normally inspection chambers of 450mm x 450mm and 450m x 600mmshould be constructed. In veryexceptional cases where connectionscan not be accomodated in 450mm x600mm size inspection chamber of 600mm x 900mm be adopted.

Extra for every 0.30 metre depth of inspection chamber.

Per 0.30metre depth

Per 0.30metre depth

Per 0.30metre depth

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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 masonryventilating chambers as per standard drawing including dressing of beds and sides of chamber to exact

profiles 15cm. Lime concrete16:24:100 (as specified in item No.10.3) in foundation, first class brickwork laid in cement sand mortar 1:5, cement concrete 1:2:4 for reinforced concrete work in slab,12.5mm thick cement plaster 1:2rendered with a floating coat of neat cement 1mm thick over exposed brick tablet and insidewalls, lime pointing 2:3 on outsidecomplete and as required by theEngineer-In-Charge.

Constructing brick masonry roadgully chambers as per standarddrawings (as per sizes given below)including dressing of beds andsides 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 worklaid in cement sand mortar 1:5,40mm thick cement concrete 1:2:4

topping inside the chamber with afloating coat of 1.5mm thick neatcement laid in one operation to thetopping, the entire inner surface of the chamber rendered with neatcement not less than 12.50mm inthickness of 1:2 cement sandplaster and finished with a floatingcoat of neat cement 1mm thick leftabsolutely smooth polished andcorrect to templates including labour for fixing the C.I. road gully gratingand frame including paint with coaltar (as specified in item No. 29.74)complete and to the requirement of the Engineer-In-Charge.

Size 610mm. x 457mm. x800mm.

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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




Reduction for every 7.50cm depthof road gully chamber from the rateof item No. 29.92 above :-

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nous Region

h 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. 1:8:16with brick

ballast

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Rs.

280.00

WithCement

Concrete

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303.00

320.00

338.00

355.00

380.00

397.00

415.00

435.00

457.00

475.00

495.00

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Rs.

468.00

508.00

547.00

602.00

643.00

700.00

748.00

787.00

904.00

945.00

988.00

With cementconcrete

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nous Region

Rs.

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Rs.

With cementconcrete

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232.00

253.00

280.00

309.00

326.00

369.00

396.00

418.00

440.00

457.00

482.00

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227.00

248.00

275.00

303.00

319.00

361.00

387.00

409.00

430.00

447.00

471.00

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Rs.

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Rs.

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CHAPTER NO. 30

SANITARY INSTALLATIONS

Notes :-

(i)

(ii)

(iii)

(iv)

Sr. No. Description Unit RatesPlains Area Sub-Mount

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 withi5km of the site of work.

The labour as well as through rates provided under this chapter include the wastage aof various material during construction

Provision has been made under this chapter for sanitary fittings of best indian make toof the Engineer-in-charge. In this connection the Superintending Engineer will circulatetime the list of fittings of best Indian manufacture which may be considered to be on tlist and be allowed to be used on works

Separate rates have been provided for different type of fittings, pipes and specialssizes.

ThroughRate

Labour Rate

Providing and fixing in position bestIndian make (to the approval of theEngineer-in-charge) Indian type water closet suite-consisting of :-

Closet set vitreous china wareW.C.Pan with horizontal inlet, for sinking into floor with A pai of footrests, 100 mm H.C.I 'P' Trapwith or without vent as required andsuitable joint for closet inlet;

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Plains Area Sub-Mount

Labour Rate

1 2 3 4 5 6

ThroughRate

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 vellowingwhite or other approved shadeEnamel paint on outside and blackbitumastic superior paint of approved manufactuer on insidecomplete with all accessories such as20mm G.I. over flow pipe withspecials & clamps upto 15cm abovefloor level of W.C room and brassperforated mosquito proof cap, 32mm 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 flowpipes, etc.

32mm Diameter telescopic 1.25 mmthick galvanized inside and outsidesteel flush pipe with clips; completein all respect including cutting andmaking good the walls and floorsand painting of fittings etc.

Providing and fixing in position bestIndian make (to the approval of theEngineer-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 asrequired and all other necessary fitting asfully described in item No. 30.1 above.

Providing and fixing in position bestIndian make anglo Indian water closet

suite (as approved by the Engineer - in -charge) consisting of :-

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Labour Rate

1 2 3 4 5 6

ThroughRate

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 chinaware (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 Hollowblack or white plastic fitted withchromium plated brass hings andrubber buffers; (to the approval of theEngineer-in-charge)

10 litres capacity mosquito proof C.IFlushing cistern of best Indian makeand all other necessary fittingscomplete as fully described in itemNo. 30.1 above;

32 mm diameter telescopic 1.25mm thick Galvanized inside andoutside steel, f lush pipe with clipscomplete in all respects includingcutting and making good the wallsand floors and painting of fittings etc.white.

Providing and fixing in position bestIndian make (to the approval of theEngineer-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 bestIndian make (as approved by the Enginner-in-charge) European type water closet suite syphonic type, consisting of :-

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Labour Rate

1 2 3 4 5 6

ThroughRate

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 suitewith 15 litres capacity matching

china ware cistern and all internalbrass fittings complete with 'P' or 'S'Trap with or without vent (asapproved of the Engineer-in-charge)

One piece seat and lid in Hollowblack or white plastic fitted withchromium plated hings and rubber buffers; (to the approval of theEngineer-in-charge) complete in allrespects 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.Ilow down cistern flush bend and all other necessary fittings instead of 12.50 litrescapacity C.I. high level flushing cistern withflush pipe In white Enamel spray paint after making smooth the C.I surface byrubbing 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 flushingbend and all other necessary fittings insteadof C.I. high level cistern complete flush bendand all other necessary fittings in whitestove enamel paint.

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Labour Rate

1 2 3 4 5 6

ThroughRate

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 levelcistern complete with fittings.

Extra over item nos 30.3 to 30.5 for providing and fixing best Indian makeplastic hygenic seat with lid completeinstead of hollow black or white plastic seatand lid.

Extra for providing and fixing best Indianmake china pull handle with chromiumplated brass chain instead of G.I Chain andPull

Extra for providing and fixing 32 mm diaG.I/C.P Flush pipe complete withaccessories instead of 32 mm dia galvanised

telescopic flush pipe with clips (as requiredby the Engineer-in-charge)

Providing and fixing 32 mm diameter G.Iextension pipe for Indian type W.C SuiteComplete in all respects.

Extra for providing and fixing 32 mm leadextension pipe weighing 4.46 kg. per metreand 3.6 mm thick for Indian type water closetsuite including cost of wiped solder joint.

Extra for providing and fixing 20 mm diaC.P Brass over flow pipe complete withaccessories instead of 20 mm dia G.I over flow pipe complete (as approved by theEngineer-in-charge)

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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 bestIndian make flat back or angular lipped

front urinals 430 mm high consisting of : -

Flat back lipped or angular UrinalBasin or vitreous china ware white (to the approval of the Engineer-in-charge) ;

5 Litres capacity mosquito proof Indian make C.I automatic flushingcistern, painted with non-Yellowingwhite enamel paint or other approved

shade enamel paint on outside andsuperior black bitumastic paint oninside complete with screwed 15 mmpipe;

Pair of R.S or C.I painted bracketsand brass coupling ;

Standard size G.I. flush pipe withC.P brass wall clip and unionscomplete including cutting and

making good the walls and floorsand painting of fittings etc. (asrequired by Engineer-in-charge); Asper I.S.I 2556 [ Part VI/Sec. I) 1979size 430 mm x 260 mm x 300 mm or Angular back 340 mm x 410 mm x265 mm

Providing and fixing in position bestIndian make -A range of two urinals flatback or angular lipped front in vitreouschina ware white with 5 litres capacity

best Indian make C.I automatic flushingcistern with fittings and flushing pipeetc., complete as fully described in itemno 30.15 above 430 mm high : -

Providing and fixing in position bestIndian make a range of three urinals flatback or angular lipped in vitreous chinaware white with one no. 10 litres capacity best Indian make C.I automatic flushingcistern with fittings and flush pipe etc.,

complete as fully described in item no 30.15above 430 mm high : -

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Labour Rate

1 2 3 4 5 6

ThroughRate

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 bestIndian make a range of four urinals flat

back or angular lipped in vitreous chinaware white with two nos. 5 litres capacity best Indian make C.I automatic flushingcisterns with fittings and flush pipe etc.,complete as fully described in item no 30.15above 430 mm high : -

Extra over and above item No. 30.15 to30.18 above for providing and fixing per set lead 'P' trap and 32mm lead wastepipe weighing 3.47 kg./metre and 2.8 mmthick upto floor level and plumber joint.

EachUrinal

Extra over and above item No. 30.15 to30.18 above for providing and fixingchromium plated brass 'P' or 'S' trap withwaste pipe of 32mm dia complete.

Providing and fixing in position bestIndian make large flat back or angular lipped front urinal 610 mm high (610 mm x400 mm x 380mm) consisting of : -

Flat back lipped or angular UrinalBasin or vitreous china ware white (to the approval of the Engineer-in-charge) ;

5 Litres capacity mosquito proof Indian make C.I automatic flushingcistern, painted with non-Yellowingwhite enamel paint or other approvedshade enamel paint on outside andsuperior 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 withC.P brass wall clips and unions;

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Labour Rate

1 2 3 4 5 6

ThroughRate

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 domegrating;

32 mm C.P brass bottle trap;complete including cutting andmaking good the walls and floorsand painting of fitting etc. (asrequired by the Engineer-in-charge)single urinal

Providing and fixing in position bestIndian make a range of two urinals largeflat back or angular lipped 610mm high invitreous China ware white with 5 litres

capacity best Indian make C.I. Automaticflushing cistern with fitting and flush pipeetc. complete as fully described in itemNo.30.21 above Range of two urinals.

Providing and fixing in position bestIndian make a range of three urinals largeflat back or angular lipped front 610mmhigh in vitreous China ware white withone No.10 litres capacity best Indianmake C.I. Automatic flushing cistern with

fittings and flush pipe etc.complete asfully described in item No.30.21 aboveRange of three urinals.

Providing and fixing in position bestIndian make a range of four urinals largeflat back or angular lipped front 610mmhigh in vitreous China ware white twoNo.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 bestIndian make stall urinal in vitreous chinaware white (to the approval of Engineer-in-charge) consisting of :-

Stall Urinal 1140 mm high invitreous china ware conforming to

IS : 2556-PV-1967 (as approved bythe Engineer-in-charge)

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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-Yellowingwhite enamel paint or other approvedshade enamel paint on out side andsuperior black bitumastic paint on inside complete with inlet screwed 15mm pipe;


Standard size G.I. flush pipe C.P

brass clips and unions

32 mm C.P brass waste with domegrating;

32 mm C.P brass spreader;complete including cutting andmaking good the walls and floorsand painting of fittings etc (asrequired by the Engineer-in-charge)

Providing and fixing in position bestIndian make a range of two stall urinals1140 mm high in vitreous chinawarewhite with one no. 5 litres capacity C.Iautomatic flushing cistern with fittngsand flush pipe complete as fully describedin item no. 30.25 above Range of twourinals.

Providing and fixing in position bestIndian make a range of three stall urinals1140 mm high in vitreous chinaware

white with one no. 10 litres capacity C.Iautomatic flushing cistern with fittngsand flush pipe complete as fully describedin item no. 30.25 above Range of threeurinals.

Providing and fixing in position bestIndian make a Range of four stall urinals1140 mm high in vitreous chinawarewhite with 2 no.5 litres capacity C.Iautomatic flushing cisterns with fittngsand flush pipe complete as fully described

in item no. 30.25 above.Range of four urinals.

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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 600mm x 350 mm consisting of :

Squatting plate urinal 600 mm x350 mm invitreous chinaware white(as approved by the Engineer-in-charge)

5 Litres capacity mosquito proof Indian make C.I automatic flushingcistern painted with non-Yellowingwhite enamel paint or other approved

shade enamel paint on out side andsuperior black bitumastic paint oninside complete with screwed 15 mmpipe;


Standard size G.I. flushing pipecomplete with fittings ; completeincluding cutting and making good

the walls and floors and painting of fittings etc. (as approved by theEngineer - In - charge)

Providing and fixing in position bestIndian make a range of two squattingurinals in vitreous chinaware white withone no. 5 litres capacity C.I automaticflushing cistern as fully described in itemno. 30.29 above.

Providing and fixing in position bestIndian make a range of three squattingurinals in vitreous chinaware white with10 litres capacity (automatic) flushingcistern with fitting and flash pipecomplete as fully described in item no.30.29 above

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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 bestIndian make a range of four squatting

urinals in vitreous chinaware white withtwo no. 5 litres capacity C.I automaticflushing cistern with fitting and flashpipe complete as fully described in item no.30.29 above

Extra for Providing and fixing vitreousautomatic flushing cistern including fittingsand brackets instead of C.I flushing cisterncomplete.

Extra for Providing and fixing standardsize C.P brass flush pipe complete withfittings instead of G.I flush pipe complete.

Providing and fixing 25 mm thick marblebacks for the different type of urinals size600 mm x 1,050 mm

Providing and fixing 25 mm thick marblepartitions for different type of urinals

Vitreous china ware partitionplate :-

Small size 680mm x 300mm white

Large size 835mm x 355mm white

8/8/2019 New Csr2009





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1 2 3 4 5 6

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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 bestIndian make white ordinary lavatory

suites consisting of :-

Lavatory in vitreous china ware size asgiven below (to the approval of the Engineer in charge) including china plug for tap holewhere necessary; I.S 2556 Part (iv) 1967;R.S or C.I brackets for building into wallincluding painting; 32 mm C.P brass wastewith C.P brass Chain and rubber plugs; 15mm C.P Brass screw down pillar tap with jamnuts or coupling best design (asapproved by the Engineer-in-charge)

All fittings best Indian make and to theapproval of the Engineer - in-charge.

All brass work chromium plated andcomplete in all respect including cuttingand making good the walls, floors andpainting of fitting etc. white :-

Size 660 mm x 460 mm with one tapfor hospital use.

Providing and fixing in position bestIndian make lavatory suites (with full anti-splashrim in vitreous china ware and allother necessary fittings as fully described initem No. 30.37 above white -

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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 bestIndian make chromium plated brass 2nd

tap for lavatory suite.

Providing and fixing in position bestIndian make C.P brass basin mixer complete instead of piller tap.

Providing and fixing in position bestIndian make C.P brass three tapholes mixer with pop up waste insteadof one no, piller tap and C.P waste.

Extra for Providing and fixing in positionbest Indian make C.P elbow action pillar tapinstead of C.P brass pillar tap.

Providing and fixing in position 32 mmdia G.I waste pipe embedded in wall of lead waste pipe weighing 3.47 kg per metreand 2.8 mm thick upto floor level includingcost of wipped solder joint etc. complete asrequired by the Engineer in charge :-

providing and fixing in position best Indianmake chroium plated brass 'P' or 'S' trap32mm dia.

Providing and fixing in position best Indianmake chromium plated brass,Bottle trap32mm dia.

Providing and fixing in position bestIndian make sinks consisting of :-

R.C.C sink in mosaic size as givenbelow.

R.S or C.I Brackets for building intowall for sink including painting.

8/8/2019 New Csr2009





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1 2 3 4 5 6

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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.Pbrass chain and rubber plug; all

fittings best Indian make and to theapproval of the Engineer-in-Charge.

All brass work chromium plated complete in all respect including cutting and makinggood the walls and floors painting of fitting etc. complete.

Providing and fixing in position bestIndian make vitreous chinaware sinkswith complete fitting as fully described initem No. 30.45 above white.

Providing and fixing in position bestquality stainless steel sinks withcomplete fitting as fully described in itemno. 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 wellseasoned teak wood draining board with skirting and beadings iron brackets for building into wall including painting andcutting and making good the walls etc.

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

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Labour Rate

(b) Size 600 mm x 450 mm x 40mm thick

Each 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 bestIndian make vitreous chinaware drainingboard with iron bracket for building intowall including painting cutting andmaking good the walls etc. white

Providing and fixing in position bestquality stainless steel draining board withIron brackets for building into wallsincluding painting cutting and makinggood the walls etc. size 600 mm x 450mm

Providing and fixing in position best qualitystainless steel sink built in draining board of size 600 mm x 450 mm complete asdescribed item no. 30.47 and 30.50 above

Sink size 600 mm x 450 mm x 200mm

Sink size 530 mm x 450 mm x 175mm

Providing and fixing in position bestIndian make vitreous chinaware whitelaboratory sinks (to the approval of theEngineer - In-Charge)

The sink in vitreous china warewhite with or without 15 mm Rimprotection around outlet 65 mm x50 mm and with or with outcombined open weir over flow centreat and complete with.

Pair of clamps of 25 mm x 3 mm

thick Iron complete in all respectsincluding cutting making good thewalls or tables etc.

8/8/2019 New Csr2009





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(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 wastepipe embedded in walls or lead wastepipe weighing 4.46 kg./Metre and 3.00 mm

thick upto floor level as required by theEngineer-in-Charge including cost of union and plumber joint.

Providing and fixing 40 mm i/d chromiumplated brass trap with Chromium platedbrass pipe to wall with wall flange, complete(as per requirement of the Engineer-in-Charge) for use with sinks.

Providing and fixing in position bestIndian make drinking fountain consistingof

C.P Brass fittings 15mm self closing non-concusive inlet bottle valves withregulating device waste coupling withflush grating bottle trap with 62mm sealinlet coupling nut screwed and includingcutting and making good the walls andfloors etc. with 32 mm lead waste pipeupto floor level.

C.P Brass drinking fountain with jet in

centre of bowl self closing & wallflange etc. complete.

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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 drinkingfountain.

Providing and fixing in position bestIndian make shower with 15 or 20 mm I/DInlet.

Providing and fixing in position bestIndian make paper holders fixed in to wall with C.P brass screws complete in allrespects including cutting and makinggood the walls etc.

C.P. Brass toilet paper holder.

Vitreous China ware white toiletpaper holder.

Recessed Vitreous china warewhite toilet paper holder.

Providing and fixing in position bestIndian make towel rails fixed in with rewalplugs embedded in walls with c.p brass

screws, complete in all respects includingcutting and making good the walls etc.

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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 mmlong.

C.P brass two arms swivel towel rail 400mm long.

Providing and fixing in position glassshelf fixed in with rawl plugs with C.Pbrass screws complete including cuttingand making good the walls etc.

With aluminium bracket and guard rail 600mm 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.Pbrass screws and complete in all respectsincluding cutting and making good the wallsetc.

Vitreous China ware recessed soap dish150 mm x 150 mm white.

Vitreous China ware recessed soap dishwith hand rails white.

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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 indianmake bevelled edge 5mm thick mirror

mounted on asbestos sheet ground fixedin position by means of 4 nos. chromiumplated brass screws and washers over rubber washers and rawl plugs embedded inthe walls or chromium plated brass clampswith C.P. brass screws (as required by theEngineer-in- Charge) complete includingcutting and making good the walls etc.

Providing & Fixing in position brassoxidized gas taps (to the approval of theEngineer-in- Charge) complete in allrespects.

Providing & Fixing in position best Indianmake coat and hat hooks fixed into wallwith c.p. brass screws and rawl plugs etc.complete including cutting and makinggood the walls etc.

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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 quality65 mm I\d opening C.P brass dometype

hinged grating weighing about 750 gramsfixed in cement sand mortar 1:2 complete inall 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 approvedby the Engineer-in-charge).

Bib cock sparow with perlmix andflange

Providing & Fixing in postion C.P.brass stopcock (as approved by the Engineer-in-charge).

Providing & Fixing in postion C.P.brass liquidsoap container of best quality (as requiredby the Engineer-in-charge).

Providing & fixing 15 mm C.P brasslaboratory cock swan neck of best quality (tothe approval of the Engineer-in- Charge)

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

Labour Rate

30.69

(i) Tooth Brush Cum. Tooth paste holder Each 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 Indianmake C.P brass tooth brush Cum. Tooth

paste holder fixed in with rawl plugs with C.Pbrass screws complete including cutting andmaking good the walls etc.

Providing & fixing in position best Indianmake tumbler Cum. Tooth broush holder fixed in with rawl plugs with C.P brass

screws complete including cutting andmaking good the walls etc.

Providing & fixing in position best Indianmake C.P brass wall mixer 15 mm.

Providing & fixing in position best Indianmake flexible tube connection.

Providing & Fixing in position best Indianmake C.P.brass inlet connection 15 mm with

375mm pipe and C.P. brass nuts.

8/8/2019 New Csr2009





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1 2 3 4 5 6

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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. soilwaste vent or antisyphonage pipes to

I.S.I. specification of E.D.C manufactureor of any other reputed firm includingcutting and wastage etc. and cuttingholes in walls roofs or floors etc. andmaking good to its original condition butexcluding cost of lead jointing.

30.74(ii)

Providing fixing in position 10 feetlong centrifugally 100mm inner diacast iron spun pipe ISI markedincluding cutting, holes in walls, roofsor floors etc. and making good to itsoriginal condition but excluding thecost of lead jointing (Based on 1987rates)

Providing fixing in position 10 feetlong centrifugally 75mm inner dia castiron spun pipe ISI marked includingcutting holes in walls, roofs or floorsetc. and making good to its originalcondition but excluding the cost of lead jointing.

Providing and fixing in position C.I. gullytrap cover weighing approximately 7.26kg and frame for gully trap chamber clear opening size 300mm x 300mm and out

side size 330mmx330mm includingpainting the exposed surface with 3 coatsof black bitumastic superior paint of approved manufacture etc.

Providing and fixing in position H.C.I.gratings 150mm x 150mm for gully trapincluding painting with black bitumasticsuperior paint of approved manufacturethree coats.

8/8/2019 New Csr2009





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1 2 3 4 5 6

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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 abovewill be supplied-Ex-Divisional stores or

F.O.R. nearest Railway Station at the stockissue rate in force.

Providing & Fixing in position M.S or heavy flat iron clamps made out of M.Sflat iron not less than 5 mm of the approveddesign for fixing C.I. soil waste, vent or antisyhonage pipes to walls complete in allrespects including cutting and makinggood the walls and floors etc. andpainting.

For 50mm internal diameter pipes

Providing and fixing H.C.I. Floor trapsconforming to I.S.I. Specification of reputed firm of the self cleaning designwith C.P. brass hinged grating with framewith or without vent arm and includingcement concrete 1:2:4 under and around the floor trap where required upto floor levelcomplete in all respects including cuttingand making good the walls and floors,etc. minimum depth of water should be 150mmwith a minium seal 50mm.

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Labour Rate

1 2 3 4 5 6

ThroughRate

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.Ispecifications of reputed firm of the self cleaning design with C.P brass hingedgrating with frame weighing 6.80 kg. eachfixed complete as fully described in item no.30.79 above.

Providing and fixing in position H.C.Ispecial for soil waste vent or antisyphonage pipes to I.S.I specifications of E.L.C manufacture or any other reputedfirm including cutting and wastage etc.cutting holes in walls roofs or floors etc.and making good to its original conditionbut excluding cost of lead joining.

Double junction with door 100mm x100mm x 100mmx 100mm

Single junction with door 100mm x100mm x 100mmx 100mm

Double junction plain 100mm x100mm x 100mmx 100mm

Single junction plain 100mm x100mm x 100mm

Single junction with door 100mm x100mm x 50mm


Single junction plain 100mm x100mm x 50mm

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Labour Rate

1 2 3 4 5 6

ThroughRate

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 junction plain 100mm x100mm x 50mmx 50mm

Double invert junction 100mm x100mm x 50mmx 50mm

Single invert junction 100mm x100mm x 50mm

Bend with door

Bend plain

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Labour Rate

1 2 3 4 5 6

ThroughRate

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 plain 75mm x 75mmx 75mmx 75mm

Single junction plain 75mm x 75mmx 75mm


Double junction with door 75mm x75mm x 50mm x 50 mm

Single junction plain 75mm x 75mm x50mm

Double junction plain 75mm x 75mm

x 50mm x 50mm

Single invert junction 75mm x 75mmx 50mm

Double invert junction 75mm x75mm x 50mm x 50 mm

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Labour Rate

1 2 3 4 5 6

ThroughRate

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


Single junction with door 50mm x

50mm x 50mm

Double junction plain 50mm x 50mmx 50mmx 50mm

Single junction plain 50mm x 50mmx 50mm

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Labour Rate

1 2 3 4 5 6

ThroughRate

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 completein all respects.

100mm i/d weighing 11.31 kg/metrethickness 3.00mm






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Labour Rate

1 2 3 4 5 6

ThroughRate

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 mmMetre 8.60 12.60 9.40

(c) Size 75 mm x50 mm Metre 4.40 6.40 4.75




Providing and fixing lead inlet connectionwith brass union for flushing and warningpipes complete in all respects.

15mm i/d lead pipe 1.49 kg/metrethickness 2.7mm

20mm i/d lead pipe 2.48 kg/metrethickness 3.2mm

Providing wiped solder joints lead pipesand brass fittings including cost of jointing material.

Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipeslines and making good the same to itsoriginal condition.

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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.Ipipes 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 oldwork.

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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 pipesand fitting with black bitumastic paint of approved manufacture two coats on newwork.

Painting H.C.I soil waste and vent pipesand fitting with I.S.I marked qualitysynthetic enamel paints in all shades onold work one coat paint including rubbingdown old work.

Painting H.C.I soil waste and vent pipesand fitting with I.S.I marked qualitysynthetic enamel paints in all shades onexisting or new work two coats paintsincluding rubbing etc.

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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 pipesand fittings with superior quality

synthetic enamel paint in all shades onoldwork one coat paint including rubbing downthe old paint.

Painting H.C.I soil waste and vent pipesand fittings with superior quality

synthetic enamel paint in all shades onexisting or new work two coats paintincluding cleaning rubbing etc.

Providing and fixing in position automaticbrass ball valves in tanks.

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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 theEngineer-in-charge Ex-public Health store)including hosting etc. And carriage fromstore to site of work complete withproviding and fixing 15mm or 20mm internaldiameter flanges for inlet and outlet, 25mmfor over flow and 40mm for scour pipeincluding 25mm brass perfcrated mosquitoproof cap for over flow and plug for scour pipe and labour for making pipeconnections and small masonry supports on the top of the roof where these tanks areto be fixed complete in all respectsincluding cutting and making good thewalls and floors etc.

Greater then 680 litres capacity butupto 910 litres capacity.

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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 pressedsteel storage tanks capacity as given

below (to be supplied by the Department Ex-public Health store in unassembledconditions) including carriage from stores to site of works hoisting and placing thetanks in position assembling, making inletoutlet, scour and over flow connectionincluding providing and fixing in positionbrass perforated cap for overflow and plugfor scour pipe and small masonry supportson the roof where these tanks are to befixed complete in all respects includingcutting and making good the walls andfloors etc.

Where masonry supports are not requiredsuch as in case of Tanks to be plced onindependent masonary pillars instead of over roof the rates of item 30.98 may becorrespondingly 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

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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 gullytraps fixed in cement concrete 1:4:8

complete with H.C.I. Grating 150mm x150mm cast iron cover weighingapproximately 7.26 kg. And frame clear opening 300mm x 300mm and out of sidesize 330mm x 330mm and chamber including cost of all bricks work in cementmorter 1:5 cement concrete 1:2:4 incoping around C.I. cover and frame etc.with three coats of black bitumasticsuperior paint of approved manufacture onall C.I. work as per standard design minimum depth of water should be 150 mmwith a minimum seal 50mm.

100mm internal diameter S.W.gullytrap

100mm internal diameter H.C.I gullytrap

150mm internal diameter S.W.gullytrap

150mm internal diameter H.C.I.gullytrap

Providing and fixing in position best Indianmake vitreous China ware white channel of size 600 mmx150mm including laying andfixing in cement concrete 1:2:4 complete asper required by the Engineer-in-charge.

Providing and fixing in position bestIndian make air purifier complete with

first change (as approved by the Engineer-in-charge in metal container C.P brass).

8/8/2019 New Csr2009





Labour Rate

1 2 3 4 5 6

ThroughRate

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 bestIndian make (To the approval of Engineer-

in-Charge) storage type automaticelectric water heater pressure / nonpressure type thermostatically controlled,suitable for operation on 230 volts 50cycles, single phase, vertical wallmounting fitted with drawable andadjustable type A.C the with emostatthermostats knob to be readilyaccessable through the opening of suitable cover for adjustment of temperature in the installed position of heater and the

thermostat should be with drawn withouthaving to drain the water electric heatingelement made out of copper tube(heatingelement should be easily removed andreplaced in the installed position of heater) a neon indicator I Amp. inner container made out of copper tinned bothfrom inside and outside outer container made out of mild steel sheet finished in

gleaming white stove enamel paintinsulated between the inner and outer with fibre glass wool with 1 meter lengthof suitable capacity 3 core flexible cordwith plug and non-return valveplastic/lead connections or pressurerelease valve (Where required) completeincluding fixing and testing for a week ( asrequired by the Engineer-in-Charge) verticalwater heater.

Extra over and above item No. 30.102 aboveif the water heater is provided horizontallyinstead of vertically.

8/8/2019 New Csr2009



inous Region

Through Rate

7

a radius of

d breakage

he approvalfrom time toe approved

for different

8/8/2019 New Csr2009



inous Region

Through Rate

7

808.00

821.50

990.50

1021.00

8/8/2019 New Csr2009



inous Region

Through Rate

7

1161.50

1193.00

920.00

940.00

8/8/2019 New Csr2009



inous Region

Through Rate

7

1640.00

1665.00

1786.00

1761.00

164.50

291.00

8/8/2019 New Csr2009



inous Region

Through Rate

7

250.50

105.00

18.00

13.00

25.00

70.00

85.00

101.00

20.00

8/8/2019 New Csr2009



inous Region

Through Rate

7

504.00

741.00

1032.00

8/8/2019 New Csr2009



inous Region

Through Rate

7

1469.00

109.75

108.50

8/8/2019 New Csr2009



inous Region

Through Rate

7

1,106.00

1945.00

2837.50

3878.00

8/8/2019 New Csr2009



inous Region

Through Rate

7

1,975.00

3,673.00

5,430.00

7,326.00

8/8/2019 New Csr2009



inous Region

Through Rate

7

623.00

926.50

1275.00

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

Through Rate

7

446.00

509.00

590.00

904.00

535.50

628.00

775.00

626.50

838.00

1015.00

8/8/2019 New Csr2009



inous Region

Through Rate

7

101.00

235.00

593.50

32.00

99.50

105.00

67.00

93.00

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

Through Rate

7

236.00

252.75

265.50

1077.00

5,297.00

4,474.75

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

Through Rate

7

124.00

111.50

54.75

75.50

96.50

117.25

25.60

30.00

9.80

12.35

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

Through Rate

7

85.40

75.50

62.30

304.00

261.00

60.40

10.40

8/8/2019 New Csr2009



inous Region

Through Rate

7

38.55

32.25

25.75

18.05

15.60

14.35

132.00

136.75

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

Through Rate

7

21.90

1.10

0.80

0.60

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

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

8/8/2019 New Csr2009



inous Region

Through Rate

7

66.85

92.15

123.80

161.70

231.30

8/8/2019 New Csr2009



inous Region

Through Rate

7

8/8/2019 New Csr2009



inous Region

Through Rate

7

181.00

226.00

203.00

265.00

126.85

39.10

8/8/2019 New Csr2009



inous Region

Through Rate

7

1799.00

1977.50

2242.50

112.50

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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. Each

II.

Each

III.

Each

IV.

Each

V.

Each

VI.

EachVII.

Each

VIII.

Each

IX.

Each

31.02 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 havethe 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 cablewithout 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 2.0mmdia. 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 cablewithout control switch.

Wiring light point in 1.5mm² copper conductor cable withdouble 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

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1 2 3

31.03B

I. a. Wiring fan point in 1.5mm² copper conductor cable. Each

b.

Each

II.

Each

III. Wiring call-bell point in 1.5mm² copper conductor cable.

Each

IV.

Each

V.

Each

VI.

Each

VII.

Each

VIII.Each

IX.

Each

31.04 A Deleted

31.04 B SURFACE CONDUIT PIPE WIRING SYSTEM:

(Unsheathed) cable left bare in welded conduit pipe (1.6mmthick) 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 10cmhaving 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-outscorner pieces (3mm thick M.S. sheet duly threaded holesuitable to fix the box cover sheet) welded 3mm deep from theedge 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 thesurroundings 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 earthwith 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 earthwith 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:-

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1 2 3

I. Wiring fan point in 1.5mm² copper conductor cable. Each

II.Each

III. Wiring call-bell point in 1.5mm² copper conductor cable.

Each

IV.

Each

V.

Each

VI.

Each

31.04B VII.Each

VIII.

Each

IX.

Each

31.05 DISMANTLING WIRING POINTS:

I. Light, fan or call-bell point. Each

II. Wall socket point. Each31.06 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. MetreV. 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 with1mm² 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 earthwith 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) includingnecessary 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 asrequired.

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 & erectionof pipe or casing:-

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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. MetreVI. Cable Size 16mm² copper conductor 1100 volts grade. Metre

31.09 A Deleted

31.09 B

(i) to (vi) Deleted

31.09 Vii

Metre

Viii.

Metre

IX.

Metre

Deleted

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 PVCINSULATED PVC SHEATHED CABLES.

Supply and erection of PVC insulated polythenesheathed and PVC insulated PVC sheathed copper conducter ISI marked single core cable in pipe etc.of suitable size excluding the cost & erection of pipeetc.

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 (UNDERGROUND):

Supply & laying of aluminium conductor P.V.C. insulatedarmoured and served cable to be laid 1m below ground levelincluding excavation, sand cushioning, covering with sand &bricks and back filling the trench etc., of the required size:-

Aluminium conductor P.V.C. insulated armoured andserved cable working voltage 1100volts grade(twin core) 2.5mm².

Aluminium conductor P.V.C. insulated armoured and

served cable working voltage 1100volts grade (twincore) 4mm².

Aluminium conductor P.V.C. insulated armoured andserved cable working voltage 1100volts grade (twincore) 6mm².

Aluminium conductor P.V.C. insulated armoured andserved cable working voltage 1100volts grade(twin core) 10mm².

Aluminium conductor P.V.C. insulated armoured andserved cable working voltage 1100volts grade

(twin core) 16mm².


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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



(twin core) 50mm².

Aluminium conductor P.V.C. insulated armoured andserved cable working voltage 1100volts grade(3core) 2.5mm².

Aluminium conductor P.V.C. insulated armoured andserved cable working voltage 1100volts grade(3core) 4mm².



served cable working voltage 1100volts grade(3core) 10mm².

Aluminium conductor P.V.C. insulated armoured andserved cable working voltage 1100volts grade(3core)16mm².













8/8/2019 New Csr2009




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



(3½ core) 25mm².

Aluminium conductor P.V.C. insulated armoured andserved cable working voltage 1100volts grade(3½ core) 35mm².


Aluminium conductor P.V.C. insulated armoured andserved cable working voltage 1100volts grade (3½core) 70mm².


served cable working voltage 1100volts grade(3½ core) 95mm².


Aluminium conductor P.V.C. insulated armoured andserved cable working voltage 1100volts grade (3½core) 150mm².

Aluminium conductor P.V.C. insulated armoured andserved cable working voltage 1100volts grade(3½core) 185mm².


served cable working voltage 1100volts grade(3½core) 225mm².




Aluminium conductor P.V.C. insulated armoured andserved cable working voltage 1100volts grade(4core) 2.5mm².





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1 2 3

31.10 B

I.

Metre

II.

Metre

III.

Metre

IV.

Metre31.10 (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-INTHE EXISTING TRENCH OR PIPE):

Supply & laying of aluminium conductor P.V.C. insulatedarmoured and served cable to be laid loose in the existingtrench or pipe:-


(twin core) 2.5mm².


(twin core) 4mm².


(twin core) 6mm².


(twin core) 10mm².Aluminium conductor P.V.C. insulated armoured andserved cable working voltage 1100volts grade

(twin core) 16mm².


(twin core) 25mm².


(twin core) 35mm².


(twin core) 50mm².


(3core) 2.5mm².


(3core) 4mm².


(3core) 6mm².




(3core)16mm².


(3core) 25mm².


(3core) 35mm².


(3core) 50mm².

8/8/2019 New Csr2009




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


(3core) 70mm².


(3core) 95mm².


(3core) 120mm².


(3core) 150mm².


(3core) 185mm².




(3core) 240mm².


(3core) 300mm².


(3core) 400mm².


served cable working voltage 1100volts grade(3½core) 25mm².


(3½core) 35mm².


(3½core) 50mm².


(3½core) 70mm².


(3½core) 95mm².


(3½core) 120mm².


(3½core) 150mm².


(3½core) 185mm².


(3½core) 225mm².

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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


(3½core) 240mm².


(3½core) 300mm².


(3½core) 400mm².


(4core) 2.5mm².


(4core) 4mm².




(4core) 10mm².


(4core) 16mm².

P.V.C. INSULATED UN-ARMOURED CABLES (ONSURFACE):

Supply and laying of P.V.C. insulated P.V.C. sheathedaluminium conductor un-armoured cable working voltage upto

and including 1100volts grade (on surface) as required:-

P.V.C. insulated P.V.C. sheathed aluminiumconductor un-armoured (Twin core) cable of

size 2.5mm².


size 4mm².


size 6mm².


size 10mm².


size 16mm².


size 25mm².


size 35mm².


size 50mm².

8/8/2019 New Csr2009




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 aluminiumconductor un-armoured (3core) cable of

size 2.5mm².


size 4mm².


size 6mm².


size 10mm².


size 16mm².

P.V.C. insulated P.V.C. sheathed aluminium

conductor un-armoured (3core) cable of size 25mm².


size 35mm².


size 50mm².


size 70mm².


conductor un-armoured (3core) cable of size 95mm².


size 120mm².


size 150mm².


size 185mm².


size 225mm².


size 240mm².


size 300mm².


size 400mm².

P.V.C. insulated P.V.C. sheathed aluminiumconductor un-armoured (3½core) cable of

size 25mm².

8/8/2019 New Csr2009




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


size 35mm².


size 50mm².


size 70mm².


size 95mm².


size 120mm².


conductor un-armoured (3½core) cable of size 150mm².


size 185mm².


size 225mm².


size 240mm².


conductor un-armoured (3½core) cable of size 300mm².


size 400mm².


size 2.5mm².


size 4mm².


size 6mm².


size 10mm².


size 16mm².


size 25mm².


size 35mm².

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1 2 3

XLV.

Metre

31.10 D

31.10D

I.

Metre

II.

Metre

III.

Metre31.10D IV.

Metre

V.

Metre

VI.

Metre

VII.

Metre

VIII.

Metre

IX.

Metre

X.

Metre

XI.

Metre

XII.

Metre

XIII.

Metre

XIV.

Metre

XV.

Metre


size 50mm².

P.V.C. INSULATED UN-ARMOURED CABLE (LOOSE-IN THE EXISTING TRENCH OR PIPE):

Supply and laying of aluminium conductor P.V.C. insulatedP.V.C. sheathed un-armoured cable to be laid loose-in theexisting trench or pipe:

Aluminium conductor P.V.C. insulated P.V.C. sheathedun-armoured cable working voltage 1100volts grade(twin core) 2.5mm².

Aluminium conductor P.V.C. insulated P.V.C. sheathedun-armoured cable working voltage 1100volts grade(twin core) 4mm².

Aluminium conductor P.V.C. insulated P.V.C. sheathedun-armoured cable working voltage 1100volts grade

(twin core) 6mm².Aluminium conductor P.V.C. insulated P.V.C. sheathedun-armoured cable working voltage 1100volts grade(twin core) 10mm².




(twin core) 35mm².


Aluminium conductor P.V.C. insulated P.V.C. sheathedun-armoured cable working voltage 1100volts grade(3core) 2.5mm².

Aluminium conductor P.V.C. insulated P.V.C. sheathedun-armoured cable working voltage 1100volts grade(3core) 4mm².

Aluminium conductor P.V.C. insulated P.V.C. sheathed

un-armoured cable working voltage 1100volts grade(3core) 6mm².





8/8/2019 New Csr2009




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



(3core) 70mm².











Aluminium conductor P.V.C. insulated P.V.C. sheathedun-armoured cable working voltage 1100volts grade(3½core) 25mm².








8/8/2019 New Csr2009




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



(3½core) 240mm².



Aluminium conductor P.V.C. insulated P.V.C. sheathedun-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 uptoand including 1100volts grade (on surface) as required:-

P.V.C. insulated P.V.C. sheathed aluminiumconductor armoured (Twin core) cable of

size 2.5mm².


size 4mm².


size 6mm².


size 10mm².

8/8/2019 New Csr2009




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


size 16mm².


size 25mm².


size 35mm².


size 50mm².

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 (3core) cable of size 50mm².P.V.C. insulated P.V.C. sheathed aluminium conductor armoured (3core) cable of size 70mm².









P.V.C. insulated P.V.C. sheathed aluminium conductor armoured (3½core) cable of size 25mm².


armoured (3½core) cable of size 35mm².P.V.C. insulated P.V.C. sheathed aluminium conductor armoured (3½core) cable of size 50mm².

8/8/2019 New Csr2009




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




size 120mm².


size 150mm².


size 185mm².


size 225mm².


size 240mm².


size 300mm².


size 400mm².






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:-


size 2.5mm².


size 4mm².


size 6mm².

P.V.C. insulated P.V.C. sheathed aluminiumconductor armoured (Twin core) cable of size 10mm².

8/8/2019 New Csr2009




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


size 16mm².


size 25mm².


size 35mm².


size 50mm².









armoured (3core) cable of size 50mm².P.V.C. insulated P.V.C. sheathed aluminium conductor armoured (3core) cable of size 70mm².











armoured (3½core) cable of size 35mm².P.V.C. insulated P.V.C. sheathed aluminium conductor armoured (3½core) cable of size 50mm².

8/8/2019 New Csr2009




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). MetreXII. Galvanised iron pipe 50mm dia. (Flushed). Metre




size 120mm².


size 150mm².


size 185mm².


size 225mm².


size 240mm².


size 300mm².


size 400mm².






Supply & erection of pipe for wiring purposes including bends,inspection boxes etc., where necessary including painting asrequired:-

8/8/2019 New Csr2009




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.




XXV.

Heavy gauge welded conduit pipe (1.60mm thick) 20mmdia. (on surface).


Heavy gauge welded conduit pipe (1.60mm thick) 32mm

dia. (on surface).



Heavy gauge welded conduit pipe (1.60mm thick) 20mmdia. (flushed).





Galvanised iron flexible pipe complete with sockets,nipples & check-nuts etc., at both ends (upto1metre):-

Supply and erection of galvanised iron flexible pipe15mm dia. (As additional length).




Supply and erection of galvanised iron flexible pipe

40mm dia. (As additional length).


Supply and Erection of flexible/pliable non-metallicconduit complete with compression glands, havinglocking arrangement, check-nuts as required upto½metre length:-

Supply and erection of flexible/ pliable non-metallic

conduit without compression glands and check nuts(As additional length beyond ½metre):-

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1 2 3




31.12 SHEET METAL/IRON CLAD SWITCHES :

I.

Each

II.Each

III.

Each

IV.

Each

V.

Each

VI.

Each

VII.

Each31.12 VIII.

Each

IX.

Each

X.

Each

XI.

Each

XII.

Each

XIII.Each

XIV.

Each

XV.

Each

Deleted

XIX

Each

XX.

EachXXI.

Each

Supply and erection of sheet metal/ iron clad switch onexisting surface with G.I. bolts & nuts/ rag bolts and nuts etc.,according to the size of holes in the body of the switchincluding bonding to the existing earth :-

Sheet metal/ iron clad double pole switch 16Amp.240volts.






Sheet metal/ iron clad double pole switch 100Amp.

415volts.Sheet metal/ iron clad double pole switch 200Amp.415volts.

Sheet metal/ iron clad triple pole switch 16Amp.415volts.







XVI toXVIII

Sheet metal/ iron clad triple pole switch with neutral -link16Amp. 415volts.



8/8/2019 New Csr2009




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.

EachXIV.

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 andnuts etc., according to the size of holes in the body of theswitch including bonding to the existing earth :-

Sheet metal/ iron clad double pole change-over switch16Amp. 415volts.

Sheet metal/ iron clad double pole change-over switch

32Amp. 415volts.




Sheet metal/ iron clad triple pole change-over switch16Amp. 415volts.







Sheet metal/ iron clad triple pole change-over switch

500Amp. 415volts.Sheet metal/ iron clad four pole change-over switch16Amp. 415volts.

Sheet metal/ iron clad four pole change-over switch32Amp. 415volts.





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1 2 3

XX.

Each

XXI.

Each

31.14 IRON CLAD AIR CIRCUIT-BREAKERS:

I.

Each

II.

Each

III.

Each

IV.

Each

31.15 Deleted

31.16 MINIATURE CIRCUIT BREAKERS/ ISOLATORS:

31.16 I.

Each

II.

Each

III.

Each

IV.

Each

V.

Each

VI.

Each

VII.Each

VIII. Each



Supply & erection of iron clad Air circuit breaker on theexisting industrial panel, including bonding to the existingearth with suitable glands and making necessary connectionsas required by the Engineer-in-Charge at site :-

Iron clad Air circuit-breaker manually operated (fixedtype) 800Amp. 415volts equipped with D.N.-1 magneto-thermal release C.T.'s and 6 N.O. x 6 N.C. auxiliarycontacts complete.

Iron clad Air circuit-breaker manually operated (Draw-outtype) 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 isolatingcontacts complete.

Iron clad Air circuit-breaker manually operated (fixedtype) 1000Amp. 415volts equipped with D.N.-1 magneto-thermal release C.T.'s and 6 N.O. x 6 N.C. auxiliarycontacts complete.

Iron clad Air circuit-breaker manually operated (Draw-outtype) with craddle 1000Amp. 415volts equipped withD.N.-1 magneto-thermal release C.T.'s and 6 N.O. x 6N.C. auxiliary contacts and 18way secondary isolatingcontacts 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 50cyclesA.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 neutrallink 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 50cyclesA.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.

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1 2 3

IX.

Each

X.

Each

XI.

Each

XII.

Each

XIII.

Each

XIV.

Each

XV.Each

XVI.

Each

XVII.

Each

XVIII.

Each

XIX.

Each

XX.

Each

XXI.

Each

XXII.

Each

XXIII.

Each

31.16 XXIV.

Each

XXV.

EachXXVI.

Each

31.17

I.

Each

Miniature circuit breaker triple pole 5, 7.5, 10, 15, 16,20,25 and 30Amp. suitable for 240/415volts 50cyclesA.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 neutrallink 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 double pole 63Amp.suitable for 240/415volts 50cycles A.C.supply.

Miniature circuit breaker/ isolator double

pole 100Amp. suitable for 240/415volts 50cyclesA.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.

Miniature circuit breaker/ isolator four pole 63Amp.

suitable for 240/415volts 50cycles A.C.supply.Miniature circuit breaker/ isolator four pole 100Amp.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 mountingminiature circuit breakers/ Isolators including connections andbonding to the existing earth:-

Sheet metal S.P. & N. distribution Board (dust protected)provided with bus-bar, neutral-link and din-bar, suitablefor incorporating M.C.B.'s/Isolators, single pole oneway

each.

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1 2 3

II.

Each

III.

Each

IV.

Each

V.

Each

VI.

Each

VII.

Each

VIII.

Each

IX.

Each

X.

Each

31.17 XI.

Each

XII.

Each

XIII.

Each

Sheet metal S.P. & N. distribution Board (dust protected)provided with bus-bar, neutral-link and din-bar, suitablefor incorporating M.C.B.'s/Isolators, double pole onewayeach.

Sheet metal S.P. & N. distribution Board (dust protected)

provided with bus-bar, neutral-link and din-bar, suitablefor incorporating M.C.B.'s/Isolators, triple/ four poleoneway each.

Sheet metal S.P. & N. distribution Board (dust protected)provided with bus-bar, neutral-link and din-bar, suitablefor 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, suitablefor incorporating S.P./ S.P. & N Isolators or cubicalswitch for incoming and single pole M.C.B's for out going4way each.

Sheet metal T.P. & N. distribution Board (dust protected)provided with bus-bar, neutral-link and din-bar, suitablefor incorporating S.P./ S.P. & N Isolators or cubicalswitch for incoming and single pole M.C.B's for out going6way 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 cubicalswitch for incoming and single pole M.C.B's for out going8way each.

Sheet metal T.P. & N. distribution Board (dust protected)provided with bus-bar, neutral-link and din-bar, suitablefor incorporating S.P./ S.P. & N Isolators or cubicalswitch for incoming and single pole M.C.B's for out going12way each

Sheet metal T.P. & N. (vertical design) distribution Board(dust protected) provided with bus-bar, neutral-link anddin-bar, suitable for incorporating S.P./ S.P. & N., D.P. or

T.P&N.- M.C.B’s/ Isolators 4way each.

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1 2 3

XIV.

Each

XV.

Each

XVI.

Each

XVII.

Each

XVIII.

Each

XIX.

Each

XX.

Each

XXI.

Each

31.18 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 anddin-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 anddin-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 singlepole 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 singlepole 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 poleand earth enclosure with a three-pin and earth plug withsocket to incorporate one triple pole M.C.B. 10Amp.




Supply and erection of sheet metal bus-bar chamber onexisting surface with required No. of bus-bar strips of suitablelength 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 dustexcluding gasket and secured with sufficient No. of cadmium

plated iron screws and of given overall dimensions and to befixed with G.I. bolts and nuts/ rag bolts and nuts etc. completewith all accessories including connections with suitable sizetin coated copper thimbles, bonding to the existing earth andpainting 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 x3.17mm) enclosure having overall dimensions (380mm x350mm x 150mm) nominal.

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1 2 3

II.

Each

III.

Each

IV.

Each

V.

Each

VI.

Each

VII.

Each

VIII.

Each

31.18 IX.

EachX.

Each

XI.

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 x3.17mm) enclosure having overall dimensions (380mm x400mm x 150mm) nominal.

Sheet metal Bus-Bar chamber suitable for 100Amp.

415volts capacity with 4 copper strip bus-bars each of length 450mm and cross-sectional area (25.4mm x3.17mm) enclosure having overall dimensions (530mm x400mm x 150mm) nominal.


Sheet metal Bus-Bar chamber suitable for 100Amp.415volts capacity with 4 copper strip bus-bars each of length 900mm and cross-sectional area (25.4mm x

3.17mm) enclosure having overall dimensions (980mm x400mm x 150mm) nominal.

Sheet metal Bus-Bar chamber suitable for 100Amp.415volts capacity with 4 copper strip bus-bars each of length 1200mm and cross-sectional area (25.4mm x3.17mm) enclosure having overall dimensions (1280mmx 400mm x 150mm) nominal.




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1 2 3

XII.

Each

XIII.

Each

XIV.

Each

XV.

Each

XVI.

Each

XVII.

Each

XVIII.

Each

XIX.

Each31.18 XX.

Each

XXI.

Each




Sheet metal Bus-Bar chamber suitable for 300Amp.



Sheet metal Bus-Bar chamber suitable for 300Amp.415volts capacity with 4 copper strip bus-bars each of length 900mm and cross-sectional area (31.75mm x






8/8/2019 New Csr2009




1 2 3

XXII.

Each

XXIII.

Each

XXIV.

Each

XXV.

Each

XXVI.

Each

XXVII.

Each

XXVIII.

Each

XXIX.

EachXXX.

Each

31.18 Deleted

31.19 A




Sheet metal Bus-Bar chamber suitable for 500/630Amp.


Sheet metal Bus-Bar chamber suitable for 500/630Amp.415volts capacity with 4 copper strip bus-bars each of length 600mm and cross-sectional area (50.80mm x6.35mm) enclosure having overall dimensions (680mm x600mm x 300mm) nominal.

Sheet metal Bus-Bar chamber suitable for 500/630Amp.415volts capacity with 4 copper strip bus-bars each of length 900mm and cross-sectional area (50.80mm x


Sheet metal Bus-Bar chamber suitable for 500/630Amp.415volts capacity with 4 copper strip bus-bars each of length 1200mm and cross-sectional area (50.80mm x6.35mm) enclosure having overall dimensions (1280mmx 600mm x 300mm) nominal.

Sheet metal Bus-Bar chamber suitable for 500/630Amp.415volts capacity with 4 copper strip bus-bars eachlength 1500mm and cross-sectional area (50.80mm x6.35mm) enclosure having overall dimensions (1580mm

x 600mm x 300mm) nominal.Sheet metal Bus-Bar chamber suitable for 500/630Amp.415volts capacity with 4 copper strip bus-bars each of length 2000mm and cross-sectional area (50.80mm x6.35mm) enclosure having overall dimensions (2080mmx 600mm x 300mm) nominal.

XXXI.to XLV.

SHEET METAL BUS-BAR CHAMBERS (ALUMINIUMSTRIPS):

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1 2 3

I.

Each

II.

Each

III.

Each

IV.

Each

V.

Each

VI.

Each

Supply and erection of sheet metal bus-bar chamber onexisting surface with required No. of Bus-bar strips of suitablelength 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 andsecured with sufficient No. of cadmium plated iron screws andof given overall dimensions with a margin of ±5mm in size andto be fixed with G.I. nuts & bolts/ rag bolts & nuts etc.,complete with all accessories including connections withsuitable size of aluminium thimbles, bonding to the existingearth and painting etc., as desired by the Engineer- in-chargeat site:-

Sheet metal Bus-Bar chamber suitable for 63Amp.415volts capacity with 4 No. aluminium alloy or wroughtaluminium strip bus-bars each of length 300mm andcross-sectional area (25mm x 4mm) enclosure having

overall dimensions (380mm x 350mm x 150mm)nominal.

Sheet metal Bus-Bar chamber suitable for 63Amp.415volts capacity with 4 No. aluminium alloy or wroughtaluminium strip bus-bars each of length 450mm andcross-sectional area (25mm x 4mm) enclosure havingoverall dimensions (530mm x 350mm x 150mm)nominal.

Sheet metal Bus-Bar chamber suitable for 63Amp.415volts capacity with 4 No. aluminium alloy or wroughtaluminium strip bus-bars each of length 600mm and

cross-sectional area (25mm x 4mm) enclosure havingoverall dimensions (680mm x 350mm x 150mm)nominal.




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1 2 3

31.19 VII.

Each

VIII.

Each

IX.

Each

X.

Each

XI.

Each

XII.

Each

XIII.

Each

XIV.

Each

XV.

Each

Sheet metal Bus-Bar chamber suitable for 100Amp.415volts capacity with 4 No. aluminium alloy or wroughtaluminium strip bus-bars each of length 900mm andcross-sectional area (25mm x 6mm) enclosure havingoverall dimensions (980mm x 400mm x 150mm)

nominal.



nominal.









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1 2 3

31.19 XVI.

Each

XVII.

Each

XVIII.

Each

XIX.

Each

XX.

Each

XXI.

Each

XXII.

Each

XXIII.

Each

XXIV.

Each


nominal.



nominal.









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1 2 3

31.19 XXV.

Each

XXVI.

Each

XXVII.

Each

XXVIII.

Each

XXIX.

Each

XXX.

Each

Deleted

31.19 B OVER-HEAD (TRUNKING) BUS-BAR CHAMBERS:

I.

(a)

Each

(b)

Each


nominal.



nominal.





XXXI.to

XLIII.

Supply and erection of over head Bus-Bar chamber (T.P.N.) with 4 No. aluminium alloy or wroughtaluminium bus-bar strips of suitable cross-sectioncomplete in all respects including painting andbonding 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).

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1 2 3

(c)

Each

31.19B II.

Each

III.

(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 stripsof 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, suspendedfrom the existing cast iron boxes and with 50mm wide12mm thick 51cm long M.S. flat at the other end of theG.I. pipes with 2 nuts 6mm thick on each pipe and withlocking split pins.

Supply and erection of Adopter boxes without S/Fbut with stands, cable boxes and glands :-

Suitable for 200Amp. 415volts (T.P.N.) Bus-bar chamber.

Suitable for 300Amp. 415volts (T.P.N.) Bus-bar

chamber.

Suitable for 400Amp. 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 completewith cable box for 3½core cable:-




Supply and erection of Plug –In – Box T.P.N. withsuitable H.R.C. fuses and conduit cable gland asrequired :-

Supply and erection of Tap – Off – Boxes with H.R.C.fuses & moulded fuse fittings including connectionsetc., as required :-

8/8/2019 New Csr2009




1 2 3

16Amp. 415volts (T.P.N.) 4way. Each




31.19B 63Amp. 415volts (T.P.N.) 2way. Each63Amp. 415volts (T.P.N.) 4way. Each




IX.

Suitable for 16Amp. 415volts H.R.C. fuses. Each



Suitable 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



31.20 A METAL BOARDS ( NICHE SIZE ) :

I. Size (124cm x 30cm) nominal. Each

II. Size (124cm x 40cm) nominal. Each

III. Size (190cm x 30cm) nominal. Each

IV. Size (190cm x 40cm) nominal. Each

V. Size (124cm x 63cm) nominal. EachVI. Size (190cm x 63cm) nominal. Each

VII. Size (124cm x 86cm) nominal. Each

VIII. Size (190cm x 86cm) nominal. Each

31.20 B METAL BOARDS:

I. Size (27cm x 22cm ) nominal. Each

II. Size (39cm x 28cm ) nominal. Each

(a)

(b)

(c)

(d)

(e) VIII. (f)

(g)

(h)

(i)

Supply and erection of Tap–Off–Boxes (T.P.N.) withH.R.C. fuses and moulded fuse fittings includingconnections as required :-

(a)

(b)

(c)

(d) (e)

Supply and erection of Aluminium Alloy or wroughtaluminium strip to be fixed in over head bus-bar chamber duly insulated with P.V.C. Sleeve andnecessary attachment :-

(a)

(b)

(c)

Supply and erection of metal clad boards for switch gear

mounting and of suitable size, with permissible variation insize of ± 5mm, Frame work made of M.S. angle iron (50mm x50mm x 6mm thick) duly welded and complete with 3mm thickM.S. sheet fixed with hinges on the front and 1.6mm thick M.S.sheet duly tag-welded at the rear, complete with lockingarrangement including painting and bonding to the existingearth 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 x6mm thick) with M.S. sheet cover 3mm thick to be fixed withsuitable number & size of machine screws including paintingand bonding to the existing earth etc., as required :-

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1 2 3

III. Size (54cm x 40cm ) nominal. Each

IV. Size (71cm x 42.5cm) nominal. Each

V. Size (71cm x 60cm ) nominal. Each

VI. Size (22cm x 24cm ) nominal. Each

VII. Size (24cm x 26cm ) nominal. Each31.20 (B) VIII. Size (24cm x 29cm ) nominal. Each

IX. Size (24cm x 38cm ) nominal. Each

X. Size (23cm x 29cm ) nominal. Each

XI. Size (30cm x 32cm ) nominal. Each

XII. Size (30cm x 41cm ) nominal. Each

XIII. Size (30cm x 46cm ) nominal. Each

XIV. Size (57cm x 22cm ) nominal. Each

XV. Size (57cm x 28cm ) nominal. Each

XVI. Size (57cm x 35cm ) nominal. Each

XVII. Size (65cm x 26cm ) nominal. Each

XVIII. Size (65cm x 33cm ) nominal. Each

XIX. Size (65cm x 40cm ) nominal. Each

XX. Size (34cm x 38cm ) nominal. Each

XXI. Size (36cm x 45cm ) nominal. Each

XXII. Size (42cm x 50cm ) nominal. Each

XXIII. Size (50cm x 60cm ) nominal. Each

XXIV. Size (60cm x 62cm ) nominal. Each

XXV. Size (62cm x 71cm ) nominal. Each

XXVI. Size (64cm x 82cm ) nominal. Each

XXVII. Size (85cm x 100cm ) nominal. Each

Deleted

Deleted

31.20 C

I.

Each

II.

Each

III.

Each

31.20 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 framework/ boards of welded construction fabricated with M.S. angleiron (50mm x 50mm x 6mm thick) & of suitable dimensions withsupporting members grouted 23cm underground and framework covered with 3mm thick M.S. sheet from top to a givenheight with M.S. angle iron 50mm x 50mm x 6mm thick welded

on the back and grouted into the back wall complete withpainting, bonding to the existing earth etc., as required :-

Metal frame 1480mm long, 500mm wide, covered withM.S. Sheet 3mm thick (950mm x 500mm)

from top.

Metal frame 1630mm long, 650mm wide, covered withM.S. Sheet 3mm thick (1100mm x 650mm)from top.

Metal frame 1630mm long, 800mm wide, covered withM.S. Sheet 3mm thick (1100mm x 800mm)

from top.

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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 suitabledimensions made from 50mm x 50mm x 6mm thick M.S. angleiron frame, covered with 3mm thick M.S. sheet duly welded onfive sides & front side hinged, complete with lockingarrangement 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 x6mm thick M.S. angle

iron each 60cm long including painting, bonding to the existingearth etc., the same shall be erected in the 1:2:4 cementconcrete plat-form of suitable dimensions 15cm high fromground level and 45cm thick.The Cubical Pedestal shall be15cm from the top of cement concrete plat-form :-

Cubical Size 900mm high, 600mm wide and 350mmdeep.

Cubical Size 1200mm high, 900mm wide and 350mmdeep.

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 withsupporting members grouted 23cm underground and framework covered with 3mm thick M.S. sheet from top to a givenheight complete with painting, bonding to the existing earthetc., 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.








Metal frame 175cm long, 41cm wide covered with M.S.

sheet 3mm thick (30cm x 41cm) from top.


8/8/2019 New Csr2009




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














Metal frame 230cm long, 100cm wide covered with M.S.

sheet 3mm thick (85cm x 100cm) from top.

Earthing of metallic cases etc., with G.I. wire No.8S.W.G. (4mm dia.) in 15mm dia.G.I. pipe on surfaceincluding 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 inwall 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 onsurface including painting etc., as required.

Earthing of metallic cases etc., with G.I. stranded wireNo. 7/14S.W.G. (7/2.18mm) in 15mm dia.G.I. piperecessed in wall and floor etc., as required.

Earthing of metallic cases etc., with G.I. stranded wireNo. 7/12S.W.G. (7/2.80mm) in 20mm dia.G.I. pipe onsurface including painting etc., as required.

Earthing of metallic cases etc., with G.I. stranded wireNo. 7/12S.W.G. (7/2.80mm) in 20mm dia.G.I. piperecessed in wall and floor etc., as required.

8/8/2019 New Csr2009




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 in15mm dia.G.I. Pipe partly recessed and partly on surfacecomplete with 135cm long 50mm dia.G.I. earth pipe withG.I. reducing socket (50mm x 15mm) including erectionof the same, 4metre below ground level with necessarycharcoal & salt mixture etc., up to 9metre in length(including boring & refilling).

Earthing of Sheet metal/ Iron clad Switches and metalliccases etc., with No. 7/14S.W.G. (7/2.18mm) G.I.Stranded Wire in 15mm dia.G.I. Pipe partly recessed andpartly on surface complete with 135cm long 50mmdia.G.I. earth pipe with G.I. reducing socket (50mm x

15mm) including erection of the same, 4metre belowground level with necessary charcoal & salt mixture etc.,up to 9metre in length (including boring & refilling).

Earthing of Sheet metal/ Iron clad Switches and metalliccases etc., with No. 7/12S.W.G. (7/2.80mm) G.I.Stranded Wire in 20mm dia.G.I. Pipe partly recessed andpartly on surface complete with 135cm long 50mmdia.G.I. earth pipe with G.I. reducing socket (50mm x20mm) including erection of the same, 4metre belowground level with necessary charcoal & salt mixture etc.,

up to 9metre in length (including boring & refilling).

Earthing of Sheet metal/ Iron clad Switches and metalliccases etc., with No. 8S.W.G. (4mm dia.) G.I. Wire in15mm dia.G.I. Pipe partly recessed and partly on surfacecomplete with 135cm long 50mm dia.G.I. earth pipe withG.I. reducing socket (50mm x 15mm) including erectionof the same, 3metre below ground level with necessarycharcoal & salt mixture etc., for hilly area up to 7.5metrein length (including boring & refilling).

Earthing of Sheet metal/ iron clad switches and metalliccases etc., with (20mm x 3mm) thick copper tape rivettedto (30cm x 120cm x 3mm thick) tinned copper plate(made cylindrical) burried 4.5metre below ground leveland surrounded by salt & charcoal dust mixture includingfixing the copper tape on wall and in floor etc., withcopper stapples of suitable size up to 9metre in length.

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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

Earthing of Sheet metal/ iron clad switches and metalliccases etc., with (25mm x 3mm) thick copper tape rivettedto (30cm x 120cm x 3mm thick) tinned copper plate(made cylindrical) burried 4.5metre below ground leveland surrounded by salt & charcoal dust mixture including

fixing the copper tape on wall and in floor etc., withcopper stapples of suitable size up to 9metre in length.

Earthing of Sheet metal/ iron clad switches and metalliccases etc., with (32mm x 3mm) thick copper tape rivettedto (30cm x 120cm x 3mm thick) tinned copper plate(made cylindrical) burried 4.5metre below ground leveland surrounded by salt & charcoal dust mixture includingfixing the copper tape on wall and in floor etc., withcopper stapples of suitable size up to 9metre in length.

Bonding to earth with 4mm dia. G.I. wire behind casingor fixed with stapples on wall.

Bonding to earth with 2.24mm dia. Bare aluminium wirerun on pyma–wood batton between P.V.C. cables.

Bonding to earth with 2mm dia. Bare copper wire run onpyma-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 conduitpipe flushed.

Bonding to earth with G.I. wire No. 8S.W.G. (4mm dia) in20mm dia.heavy gauge (1.6mm thick) welded conduitpipe 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)

8/8/2019 New Csr2009




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. DeletedXVI. a.

Each

b.

Each

XVII. a.

Each

b.

Each

Supply and erection of Ceiling–rose bakelite surfacetype.

Bell-Push surface/ flush piano type with 4.25m flexibletwin 16/ 0.20mm (0.5mm²) wire.

Bed-Switch surface/ flush piano type with 4.60m flexibletwin 16/ 0.20mm (0.5mm²) wire.

Erection only of 1x20/40/65watts, 2x20/40/ 65watts,60cm/120cm/150cm long fluorescent tube fittings bymeans of 2 No. 20mm dia. Conduit pipe 1.6mm thickwith M.S. flanges of suitable size at the top endsincluding 24/0.20mm (0.75mm²) flexible twin wire for connecting the tube to the adjacent light point includingpipe, 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 bymeans of 2 No. 20mm dia. Conduit pipe 1.6mm thickwith M.S. flanges of suitable size at the both endsincluding 24/0.20mm (0.75mm²) flexible twin wire for connecting the tube to the adjacent light point includingsupply and erection of conduit pipe, flanges, flexible wire& petty material required for the same (Upto 3.65metreheight).

Erection only of 1x 20/ 40/ 65watts, 2x20/ 40/ 65watts,60cm/120cm/150cm long fluorescent tube fittings bymeans of 2 No. 20mm dia. Conduit pipe 1.6mm thickwith 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 includingsupply and erection of conduit pipe, flanges, flexiblecables & petty material required for the same (Above3.65metre height).

Erection only of 1 x20/ 40/ 65watts, 2x20/ 40/ 65watts,60cm/ 120cm/ 150cm long fluorescent tube fittings bymeans of 2 No. 20mm dia. Conduit pipe 1.6mm thickwith M.S. flanges of suitable size at the both endsincluding 24/ 0.20mm (0.75mm²) flexible twin wire for connecting the tube to the adjacent light point includingsupply and erection of conduit pipe, flanges, flexible

cables & petty material required for the same (Above3.65metre height).

8/8/2019 New Csr2009




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 directlyon surface including necessary connections and supplyand erection of 24/ 0.20mm (0.75mm²) flexible twin wirefor 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 directlyon surface including necessary connections and supplyand erection of 24/ 0.20mm (0.75mm²) flexible twin wirefor connecting the fitting with the adjacent light point(With round blocks).

Erection of Street light fittings suitable for G.I. pipe pole80mm dia. including cost of G.I. pipe bracket having

nominal bore dia. 40mm and at least one metre in lengthto give a total overhang at a tentative angle of 100/ 105degree, the bracket should be fixed at the top of the polewith G.I. reducer (80mm x 40mm) complete in allrespects as approved by the Engineer–in –Charge.

Erection of Street light fittings suitable for G.I. pipe pole100mm dia. including cost of G.I. pipe bracket havingnominal bore dia. 40mm and at least onemetre in lengthto give a total overhang at a tentative angle of 100/105degree, the bracket should be fixed at the top of the polewith 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 approvedpaint (with brush).

Painting rod pendant off sizes with two coats of approved paint.

Painting Steel Tubular pole with cross arms with twocoats of aluminium or other approved paint:-

Painting of Galvanised iron pipe pole includingstreet light bracket with two coats of aluminium or other approved paint:-

Painting house service pipe complete with cross armswith two coats of aluminium or other approved paint.

8/8/2019 New Csr2009




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




G.I. Pipe 50mm 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 bellpoint including mains & submains with two coats of suitable paint (Excluding plug control).

Painting of Casing & Capping with two coats of anapproved paint (As extra length).

Painting of light/ fan or call bell points in P.V.C. sheathedwiring system including mains & submains (Excludingplug control).

Painting of P.V.C. sheathed wiring system with two coatsof an approved paint (As extra length).

Painting of wood or metal surface with two coats of anapproved paint.

Painting of G.I./Conduit pipes with two coats of anapproved 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 andnecessary P.V.C. insulated single core cable withaluminium conductor 1.5mm² (1/1.40mm) left bare(Unsheathed) for suspension rod and cutting threadsetc., on the rod.

Carriage of Table fan from local railway station or localP.W.D. office to site for erection.

Carriage from local railway station or local P.W.D. officeto site of an Exhaust fan including erection of the same.

Carriage from local railway station or local P.W.D. officeto site of Cabin fan including erection of the same.

Making suitable size hole in the wall for 230mm sweepExhaust fan including finishing the same to thesatisfaction of the Engineer–in–Charge of the work.


Making suitable size hole in the wall for 380mm sweepExhaust fan including finishing the same to the

satisfaction of the Enginee–in–Charge of the work.

8/8/2019 New Csr2009




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


Making suitable size hole in the wall for 610mm sweepExhaust fan including finishing the same to the

satisfaction of the Engineer–in–Charge of the work.

Providing & Fixing 38.1cm x 38.1cm wooden frame32mm thick 50mm wide of Deodar wood for 230mmsweep Exhaust fan.

Providing & Fixing 45.72cm x 45.72cm wooden frame32mm thick, 50mm wide of Deodar wood for 300mmsweep Exhaust fan.


Providing & Fixing 60cm x 60cm wooden frame 32mm

thick, 50mm wide of Deodar wood for 450mm sweepExhaust 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 thestator 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 thestator 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, wrappingof cotton tape, varnishing, re–assembling & testing etc.,complete.

Full Stator rewinding of a Ceiling Fan (Condensor type)of 1800mm sweep, including cleaning & insulating thestator 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 includingconnections, providing insulation, varnishing, re–assembling & testing etc.

Replacement of a Single Stator coil of a Ceiling Fan(Condensor type) of 1200mm sweep includingconnections, providing insulation, varnishing, re–assembling & testing etc.

8/8/2019 New Csr2009




1 2 3

g.

Each

h.

Each

II. a.

Each

b.

Each

31.27 c.

Each

d.

Each

e.

Each

f.

Each

III. a.

Eachb.

Each

c.

Each

Replacement of a Single Stator coil of a Ceiling Fan(Condensor type) of 1400mm/ 1500mm sweep includingconnections, providing insulation, varnishing, re–assembling & testing etc.

Replacement of a Single Stator coil of a Ceiling Fan

(Condensor type) of 1800mm sweep includingconnections, providing insulation, varnishing, re–assembling & testing etc.

Full Stator rewinding of a Ceiling Fan (Non-Condensor type) of 1200mm sweep, including cleaning & insulatingthe stator slots, sleeving, soldering, wrapping of cottontape, varnishing, re-assembling & testing etc., complete.

Full Stator rewinding of a Ceiling Fan (Non-Condensor type) of 1400mm sweep, including cleaning & insulatingthe stator slots, sleeving, soldering, wrapping of cottontape, varnishing, re-assembling & testing etc.,complete.

Full Stator rewinding of a Ceiling Fan (Non-Condensor type) of 1500mm sweep, including cleaning & insulatingthe stator slots, sleeving, soldering, wrapping of cottontape, varnishing, re-assembling & testing etc., complete.

Replacement of a Single Stator coil of a Ceiling Fan(Non-Condensor type) of 1200mm sweep includingconnections, providing insulation, varnishing, re–assembling & testing etc., complete.

Replacement of a Single Stator coil of a Ceiling Fan

(Non-Condensor type) of 1400mm sweep includingconnections, providing insulation, varnishing, re–assembling & testing etc., complete.

Replacement of a Single Stator coil of a Ceiling Fan(Non-Condensor type) of 1500mm sweep includingconnections, 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. includingcleaning & 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. includingcleaning & 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, wrappingof cotton tape, varnishing, re–assembling & testing etc.,complete.

8/8/2019 New Csr2009




1 2 3

d.

Each

e.

Each

f.

Each

g.

Each

31.27 h.

Each

i.

EachIII. 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, wrappingof cotton tape, varnishing, re – assembling &testing etc., complete.


Full Stator rewinding of an Exhaust Fan (Condensor

type) of 610mm sweep, 900 R.P.M. including cleaning &insulating the stator slots, sleeving, soldering, wrappingof cotton tape, varnishing, re–assembling & testing etc.,complete.


Replacement of a Single Stator coil of an Exhaust Fan(Condensor type) of 230mm/ 300mm sweep (AnyR.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 includinggreasing, re–assembling & testing etc.

8/8/2019 New Csr2009




1 2 3

b.

Each

c.

Each

d.

Each

e.

Each

f.

Each

g.

Each

h. Replacement of a Rubber reel. Eachi.

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 includingturning, oiling, re – assembling and testing etc.

Replacement of a Thrust–bearing (Small size) of any fanincluding oiling, greasing, re-assembling & testing etc.

Replacement of a Thrust–bearing (Large size) of any fanincluding oiling, greasing,re-assembling & testing etc.

Providing & Fixing locking/ split pins in ceiling fans of anysize including drilling of holes re –assembling & testingetc.

Replacement of Blade–shank of suitable size of a Ceilingfan with screws, nuts, spring washers etc., as required.

Replacement of Hanger–shackle with nuts, bolts & splitpin for a ceiling fan of any size.

Replacement of a Fan–socket for a Ceiling fan includingdrilling of holes for split–pin etc.

Replacement of a Fan condensor (2 to 2.5) micro–faradcomplete with connections & testing etc.

Replacement of a Fan condensor (3) micro–faradcomplete with connections & testing etc.




Replacement of Speed regulator rotary switch withoutknob including connections & testing etc.

Replacement of Speed regulator resistance coilsincluding connections & testing etc.

Replacement of Speed regulator china plates completewith nuts and screws etc.

Replacement of complete assembly of Speed regulator resistance coils wound on china plates duly insulatedwith 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 stoveenamelled paint) complete.

Labour for dismantling pre-stressed cement concretepole.

8/8/2019 New Csr2009




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.

Eachd.

Each

e.

Each

f.

Each

g.

Each

h.

Each

Erection of steel tubular/ G.I. pipe pole upto 7m length incement concrete 1:3:6 including cement concrete 1:2:4collar 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 cementconcrete 1:2:4 collar but excluding cost of pole includingpainting etc.

Erection of P.C.C. pole (having drawing-in cablearrangement) over a slab of cement concrete 1:2:4, 0.5sq. m 15cm thick including cement concrete 1:4:8 fillingaround the pole upto ground level but excluding cost of P.C.C. pole.

Erection of P.C.C. pole over a slab of cement concrete1:3:6, 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 concrete1:3:6, 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 fromground level complete with 1:2 plaster 6mm thick,excluding the cost of pole but including painting etc., asrequired.

Supply and erection of bracket steel channel 75mm x

40mm (2 line).

Supply and erection of bracket steel channel 75mm x40mm (4 line).

Supply and erection of anchor rod Henly type for poleincluding necessary clamps and 7/2.80mm G.I. stay wirein cement concrete 1: 3 : 6.

Supply and erection of anchor rod Henly type for poleincluding necessary clamps and 7/3.15mm G.I. stay wirein cement concrete 1: 3 : 6.

Supply and erection of anchor rod Henly type for poleincluding 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 linesover head line as required at site

Supply and erection of Cradle guard suitable for 4 linesover 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 4lines over head line (Vertical distribution) as required at

site.

8/8/2019 New Csr2009




1 2 3

VII.

Each

VIII.

Each

IX.Each

X.

Each

XI.

Each

XII.

EachXIII.

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 pipecomplete with straining screw 7/1.6mm G.I. stay wire.

Erection only of anchor rod for pole in cement concrete1:3:6 but excluding cost of anchor rod.

Supply and erection of cast iron reel size 75mm x 50mmdia.

Supply and erection of house service pipe Henly type or pole type 50mm dia., 6metre long for bare Aluminiumconductor 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 paintingas 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 typecomplete with 100mm x 65mm pin insulator, spindle andbrass metal parts heavy type.

Supply and erection of shackle insulator (medium) withfixing 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. bindingwire (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 7/3mmdia.) 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 to7/3.10mm dia.) including binding of insulator with bindingwire.

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.

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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 11.25cmlong bolts and nuts.

Supply and erection of special type clamps for fixing theC.I. reels on top of poles where the same cannot befixed on brackets.

Supply and erection of additional length of house serviceG.I. pipe 50mm dia.

Supply and erection of house service G.I. pipe 50mmdia.3 m long for insulated over head line complete withcast iron cap of suitable size and ways, shackle insulator and straining device including necessary P.V.C. bushesfor protecting the incoming & outgoing lead and flat ironsupport 50mm x 6mm x 22.5cm long and painting asrequired.

Wiring over-head line in two single core cable withaluminium conductor, insulated with P.V.C. andpolythene sheathed overall 1100volts grade on G.I. wire4mm dia. With brass/ aluminium link clips cable size1.5mm² (1/1.40mm).

Wiring over-head line in two single core cable withaluminium conductor, insulated with P.V.C. andpolythene sheathed overall 1100volts grade on G.I. wire4mm dia. With brass/ aluminium link clips cable size2.5mm² (1/1.80mm).

Wiring over-head line in two single core cable withaluminium conductor, insulated with P.V.C. andpolythene sheathed overall 1100volts grade on G.I. wire4mm dia. With brass/ aluminium link clips cable size4mm² (1/2.24mm).

Wiring over-head line in two single core cable withaluminium conductor, insulated with P.V.C. andpolythene sheathed overall 1100volts grade on G.I. wire4mm dia. With brass/ aluminium link clips cable size

6mm² (1/2.80mm).



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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 withaluminium conductor, insulated with P.V.C. andpolythene sheathed over-all 1100volts grade on G.I. wire4mm dia. With brass/ aluminium link clips cable size25mm² (7/2.24mm).

Supply and erection of ‘D’ iron clamp 50mm x 6mm flatiron complete with fixing bolts and nuts including makingholes in pole.

Dismantling of house service pipe complete with channelbrackets including necessary repair to the entiresatisfaction of Engineer-In-Charge.

Supply and erection of G.I. pipe ‘A’ quality of suitable length and dia.conforming to I.S. 1239 part-I1979, including fixing up to a given depth below G/L,the hole of excavation about 30cm dia. and givendepth to be filled in up to 15cm below G/L with 1:3:6cement concrete and there above a plinth with 1:2:4cement concrete up to a height of 45cm from G/L.Theradial thick ness of the plinth above G/L should notbe less than 6.35cm and sufficient to completelyflush a mild steel fuse box 15cm x 15cm x 6.35cmdeep having 16Amp. 240volts kit-kat fuse unit fixedon single teak –wood board of the same size theouter surface of the plinth to be finished with 1:2cement plaster 6mm thick M.S. fuse box shall have awater proof hinged cover with locking arrangementincluding painting of pole with two coats of approvedaluminium paint as required:-

4metre long having nominal bore dia 65mm, plantingdepth 80cm with pit depth 95cm.

6.1metre long having nominal bore dia 80mm, plantingdepth 120cm with pit depth 135cm.

6.1metre long having nominal bore dia 100mm, plantingdepth 120cm with pit depth 135cm.

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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 lengthconforming to I.S. 2713-1969 (Part I to III)/ 1980 tofixed up to a required planting depth below groundlevel in a hole of excavation about 30cm dia. and

suitable depth to filled in up to 15cm below G/L with1:3:6 cement concrete and up to a height of 45cmabove G/L with 1:2:4 cement concrete plinth withradial thickness not less than 6.35cm sufficient tocompletely flush a mild steel fuse box 15cm x 15cmx 6.35cm deep with hinged water tight cover withlocking arrangement having 32Amp. 240volts kit-katfuse unit fixed on single teak –wood board of thesame size. The outer surface of the plinth to befinished with 1:2 cement plaster 6mm thick includingpainting of pole with two coats of approvedaluminium 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. andthickness of sections 114.3mm x 4.5mm, 88.9mm x4.05mm and 76.1mm x 3.25mm Bottom, Middle and Toprespectively) 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 x4.05mm and 76.1mm x 3.25mm (Bottom, Middle andTop respectively) with approximate weight 83kg withbase 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 andthickness of sections139.7mm x 5.40mm,114.3mmx4.50mm and 88.9mm x 3.25mm (Bottom, Middle andTop respectively) with approximate weight 129kg withbase 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 and114.3mm x 3.65mm (Bottom, Middle and Toprespectively) with approximate weight 154kg with baseplate 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. andthickness of sections165.1mm x 4.85mm, 139.7mm x4.5mm and 114.3mm x 3.65mm (Bottom, Middle andTop respectively) with approximate weight 160kg with

base plate 12mm thick and about 30cm dia.

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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. andthickness of sections165.1mm x 4.85mm,139.7mm x4.5mm and 114.3mm x 3.65mm (Bottom, Middle and

Top respectively) with approximate weight 168kg withbase plate 12mm thick and about 30cm dia.

Supply and erection of 3-Stepped steel tubular swaged and welded pole of suitable lengthconforming to I.S. 2713-1969 or I.S. 2713 (Part I to III)/1980 for over head lines to fixed up to a requiredplanting depth below ground level in a hole of excavation about 30cm dia. and suitable depth tofilled in up to 15cm below G/L with 1:3:6 cementconcrete and there above a plinth with 1:2:4 cementconcrete up to a height of 23cm above G/L with

1:2:4 cement concrete plinth with radial thicknessnot less than 6.35cm.The outer surface of the plinthto 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 poleconforming 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 poleconforming 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 Toprespectively) with approx. weight 129kg with base plate12mm thick and about 30cm dia. in case of poleconforming to I.S. 2713 (Part I to III)/ 1980.

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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 plate12mm thick and about 30cm dia. in case of poleconforming 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 poleconforming 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 poleconforming 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 inlength) :-

Supply and erection of 40mm dia x 1.5metre long G.I. pipe bracket of required shape for mounting afluorescent street light fitting on steel tubular pole of any size with 2 No. M.S. flat iron 50mm x 6mm thick clampsof required shape including connections, erection of thefitting 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.

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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 samewith two coats of an approved aluminium paint asdesired 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 afluorescent 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 twocoats of an approved aluminium paint as desired by theEngineer–in–charge at site.

Supply and erection of 40mm dia x 1.22metre long G.I. pipe bracket of required shape for mounting afluorescent street light fitting on P.C.C. Pole of any size,including connections and painting the same with twocoats of an approved aluminium paint as desired by theEngineer–in–charge at site.

Supply and erection of 40mm dia x 1.5metre long G.I.

pipe bracket of required shape for mounting afluorescent street light fitting on P.C.C. Pole of any sizewith 2 No. M.S. flat iron 50mm x 6mm thick clamps of required shape including connections, erection of thefitting and painting the same with two coats of anapproved 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 asdesired 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 fanclamp including painting as required up to 1.5metrespan.

Supply and erection of additional length of ‘T’sectionsteel for girder strut including painting as required.

Laying under ground cable 1metre below ground levelcovered with sand and bricks.

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1 2 3

XI.

Each

XII.

Each

XIII. Writing caution notice in three languages. Job

XIV.

Job

XV.

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 x40mm wall bracket, 60cm long for converting ceiling fansin to cinema type bracket including painting etc.

Supply and erection of special beam clamp includingsupply of suspension hook for fan.

Supply and erection of Shock restoration chart in glassframe.

Supply and erection of M.S. Roof suspension for fan of 75mm wide, 12.5mm thick and 45cm long iron plate withnecessary suspension hook including covering the platewith cement concrete 1 : 3 : 6.

Supply and erection of 75mm x 40mm steel channel120cm long with necessary suspension hook includingcovering the channel with cement concrete

1 : 3 : 6.

Supply and erection of 16mm dia, 90cm long Mild steelrod made in suitable fan suspension hook placed anderected in R.C.C. slab for erection of fan.

Supply and erection of 12mm dia, 90cm long Mild steelrod made in suitable fan suspension hook placed anderected in R.C.C. slab for erection of fan.

Supply and erection of 12mm dia, 30cm long Mild steelrod made in suitable fan suspension hook “S” type.

Supply and erection of Cast iron fan box (18cm x 10cm x10cm) 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. pipeacross the road including remetalling the same tothe original form :-

Supply and erection of Kit-kat fuse unit 16Amp. 240voltsin the existing M.S./ C.I. box (Including connections).

Supply and erection Kit-kat fuse unit 32Amp. 240volts inthe existing M.S./ C.I. box (Including connections).

Supply and erection of M.S. sheet danger noticeplate at least 2mm thick and vitreous enameled whiteon both sides and with inscriptions in the signal redcolour on the front side as required :-

Supply and erection of suitable compression typecable socket–gland for under ground cable:-

8/8/2019 New Csr2009




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.

MetreIII.

Metre

IV.

Job

V.

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 longtapered in to a point at the top (G.I. rod).

Erection only of G.I. 7/ 10S.W.G. (10mm dia.) strandedflexible 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 includingsupply 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, connectingthe 50mm dia.,1.37metre long perforated G.I. pipe.

RECESSED CONDUIT PIPE WIRING SYSTEM WITH MODULARSWITCHES:

Wiring in P.V.C. insulated Fire Retardant copper conductor ISImarked (Unsheathed) flexible multistrand cable to be laid inheavy gauge welded conduit pipe 20mm/25mm dia (1.6mmthick) ISI marked, recessed in wall etc., complete with powder coated/anodized concealed metal boxes required for suitablenumber of modules, for having electronic fan regulators, bellpush, electronic buzzer, 5pin 6Amp., 6pin 16/20Amp. Socketsand 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 typeelectronic fan regulator 100watts, PVC connector (For Fan Boxand 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 (ShapeHexagonal & Sheet Thickness not less than 1.6mm) in1.5mm² Copper conductor cable with step type electronicfan regulator 100watts.

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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 cablewith bell push and electronic buzzer 230 Volts AC(including the cost of bell push, electronic buzzer &powder coated concealed metal box for electronicbuzzer).

Wiring 5pin 6Amp. Wall socket (Shuttered) point in1.5mm² copper conductor cable complete with bondingto 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 earthwith 1mm² PVC insulated (Unsheathed) flame retardantsingle core multistrand copper conductor cable.

Wiring 6pin 6/16/20Amp. Plug control comprising wall

socket (shuttered) and switch including bonding toexisting earth with 1mm² PVC insulated (Unsheathed)flame retardant single core multistrand copper conductor cable.

Wiring light point in 1.5mm2 copper conductor cable withdouble control switches.

RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITHMODULAR SWITCHES:

Wiring in P.V.C. insulated Fire Retardant copper conductor ISImarked (Unsheathed) flexible multistrand cable to be laid inheavy gauge, uPVC, fire retardant conduit pipe 20mm/25mmdia. (2mm thick) ISI marked, recessed in wall etc., complete

with powder coated/anodized concealed metal boxes requiredfor suitable number of modules, for having electronic fanregulators, bell push, electronic buzzer, 5pin 6Amp., 6pin16/20Amp. Sockets and 6Amp./16/20Amp. Switches (ScrewType Modular Accessories) etc., and covered with Frame Plateetc., & including the cost of required number of modular switches/sockets, step type electronic fan regulator 100watts,PVC connector (For Fan Box and Electronic Buzzer), SteelHooks, Circular Inspection Box (Recessed Type and DeepType) uPVC conduit pipe & copper wire and other Pettymaterial 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 (ShapeHexagonal & Sheet Thickness not less than 1.6mm) in1.5mm² Copper conductor cable with step type electronicfan regulator 100watts.

8/8/2019 New Csr2009




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 cablewith bell push and electronic buzzer 230 Volts AC(including the cost of bell push, electronic buzzer &powder coated concealed metal box for electronicbuzzer).

Wiring 5pin 6Amp. Wall socket (Shuttered) point in1.5mm²copper conductor cable complete with bonding toexisting 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 earthwith 1mm² PVC insulated (Unsheathed) flame retardantsingle core multistrand copper conductor cable.

Wiring 6pin 6/16/20Amp. Plug control comprising wall

socket (shuttered) and switch including bonding toexisting earth with 1mm² PVC insulated (Unsheathed)flame retardant single core multistrand copper conductor cable.


SWITCH DISCONNECTOR FUSE UNIT (Without SheetEnclosure):

Supply and erection of 32Amp. 415volts, 50Hz. DoublePole Switch Disconnector fuse unit with HRC Fuses(Panel mounting Cubicle type) in the existing CubicalPanel confirms to IS:13947 (PartI&III) complete with G.I.

Bolts, Nuts & Connection on both sides of switch withsutiable size of Thimbles, including cost of HRC fusesetc.

Supply and erection of 63Amp. 415volts, 50Hz. DoublePole Switch Disconnector fuse unit with HRC Fuses(Panel mounting Cubicle type) in the existing CubicalPanel confirms to IS:13947 (PartI&III) complete with G.I.Bolts, Nuts & Connection on both sides of switch withsutiable size of Thimbles, including cost of HRC fusesetc.

Supply and erection of 100Amp. 415volts, 50Hz. Double

Pole Switch Disconnector fuse unit with HRC Fuses(Panel mounting Cubicle type) in the existing CubicalPanel confirms to IS:13947 (PartI&III) complete with G.I.Bolts, Nuts & Connection on both sides of switch withsutiable size of Thimbles, including cost of HRC fusesetc.

Supply and erection of 125Amp. 415volts, 50Hz. DoublePole Switch Disconnector fuse unit with HRC Fuses(Panel mounting Cubicle type) in the existing CubicalPanel confirms to IS:13947 (PartI&III) complete with G.I.Bolts, Nuts & Connection on both sides of switch withsutiable size of Thimbles, including cost of HRC fuses

etc.

8/8/2019 New Csr2009




1 2 3

V.

Each

VI.

Each

VII.

Each

VIII.

EachIX.

Each

X.

Each

31.34 XI.

Each

Supply and erection of 32Amp. 415volts, 50Hz. TriplePole and Neutral Switch Disconnector fuse unit withHRC Fuses (Panel mounting Cubicle type) in the existingCubical Panel confirms to IS:13947 (PartI&III) completewith G.I. Bolts, Nuts & Connection on both sides of

switch with sutiable size of Thimbles, including cost of HRC fuses etc.

Supply and erection of 63Amp. 415volts, 50Hz. TriplePole and Neutral Switch Disconnector fuse unit withHRC Fuses (Panel mounting Cubicle type) in the existingCubical Panel confirms to IS:13947 (PartI&III) completewith G.I. Bolts, Nuts & Connection on both sides of switch with sutiable size of Thimbles, including cost of HRC fuses etc.

Supply and erection of 100Amp. 415volts, 50Hz. TriplePole and Neutral Switch Disconnector fuse unit with

HRC Fuses (Panel mounting Cubicle type) in the existingCubical Panel confirms to IS:13947 (PartI&III) completewith G.I. Bolts, Nuts & Connection on both sides of switch with sutiable size of Thimbles, including cost of HRC fuses etc.



Supply and erection of 200Amp. 415volts, 50Hz. TriplePole and Neutral Switch Disconnector fuse unit withHRC Fuses (Panel mounting Cubicle type) in the existingCubical 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.


8/8/2019 New Csr2009




1 2 3

XII.

Each

XIII.

Each

XIV.

Each

31.34 B

I.

Each

II.

Each

III.

Each

Supply and erection of 320Amp. 415volts, 50Hz. TriplePole and Neutral Switch Disconnector fuse unit withHRC Fuses (Panel mounting Cubicle type) in the existingCubical Panel confirms to IS:13947 (PartI&III) completewith G.I. Bolts, Nuts & Connection on both sides of

switch with sutiable size of Thimbles, including cost of HRC fuses etc.


Supply and erection of 630Amp. 415volts, 50Hz. TriplePole and Neutral Switch Disconnector fuse unit with

HRC Fuses (Panel mounting Cubicle type) in the existingCubical Panel confirms to IS:13947 (PartI&III) completewith G.I. Bolts, Nuts & Connection on both sides of switch with sutiable size of Thimbles, including cost of HRC fuses etc.

SWITCH DISCONNECTOR FUSE UNIT (With SheetEnclosure):

Supply and erection of 32Amp. 415volts, 50Hz. DoublePole Switch Disconnector fuse unit with HRC Fuses insheet enclosure on the existing surface confirms toIS:13947 (PartI&III) complete with G.I. Bolts & Nuts/RagBolts & 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 toexisting earth and cost of HRC fuses etc.

Supply and erection of 63Amp. 415volts, 50Hz. DoublePole Switch Disconnector fuse unit with HRC Fuses insheet enclosure on the existing surface confirms toIS:13947 (PartI&III) complete with G.I. Bolts & Nuts/RagBolts & Nuts etc. according to the size of holes in thebody of enclosure and Connection on both sides of switch with sutiable size of Thimbles including bonding toexisting earth and cost of HRC fuses etc.

Supply and erection of 100Amp. 415volts, 50Hz. DoublePole Switch Disconnector fuse unit with HRC Fuses insheet enclosure on the existing surface confirms toIS:13947 (PartI&III) complete with G.I. Bolts & Nuts/RagBolts & Nuts etc. according to the size of holes in thebody of enclosure and Connection on both sides of switch with sutiable size of Thimbles including bonding toexisting earth and cost of HRC fuses etc.

8/8/2019 New Csr2009




1 2 3

31.34 (B) IV.

Each

V.

Each

VI.

Each

VII.

Each

VIII.

Each

IX.

Each

Supply and erection of 125Amp. 415volts, 50Hz. DoublePole Switch Disconnector fuse unit with HRC Fuses insheet enclosure on the existing surface confirms toIS:13947 (PartI&III) complete with G.I. Bolts & Nuts/RagBolts & 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 toexisting earth and cost of HRC fuses etc.

Supply and erection of 32Amp. 415volts, 50Hz. TriplePole & Neutral Switch Disconnector fuse unit with HRCFuses in sheet enclosure on the existing surfaceconfirms 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 bothsides of switch with sutiable size of Thimbles includingbonding to existing earth and cost of HRC fuses etc.


Supply and erection of 100Amp. 415volts, 50Hz. TriplePole & Neutral Switch Disconnector fuse unit with HRCFuses in sheet enclosure on the existing surfaceconfirms 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 bothsides of switch with sutiable size of Thimbles includingbonding to existing earth and cost of HRC fuses etc.



8/8/2019 New Csr2009




1 2 3

31.34 (B) X.

Each

XI.

Each

XII.

Each

XIII.

Each

XIV.

Each

31.35 A

I.

Each

Supply and erection of 200Amp. 415volts, 50Hz. TriplePole & Neutral Switch Disconnector fuse unit with HRCFuses in sheet enclosure on the existing surfaceconfirms 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 bothsides of switch with sutiable size of Thimbles includingbonding to existing earth and cost of HRC fuses etc.



Supply and erection of 400Amp. 415volts, 50Hz. TriplePole & Neutral Switch Disconnector fuse unit with HRCFuses in sheet enclosure on the existing surfaceconfirms 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 bothsides of switch with sutiable size of Thimbles includingbonding to existing earth and cost of HRC fuses etc.


ON LOAD CHANGEOVER SWITCH (Without SheetEnclosure)

Supply and erection of 125Amp. 415Volts, 50Hz. Four Pole On Load Change over Switch with advance neutralUNIT (Panel mounting Cubical type) in the existingCubical Panel Confirms to IS:13947 (PartIII). completewith G.I. Bolts, Nuts & Connection on both sides of switch with sutiable size of Thimbles.

8/8/2019 New Csr2009




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

Supply and erection of 160Amp. 415Volts, 50Hz. Four Pole On Load Change over Switch with advance neutralUNIT (Panel mounting Cubical type) in the existingCubical Panel Confirms to IS:13947 (PartIII). completewith G.I. Bolts, Nuts & Connection on both sides of

switch with sutiable size of Thimbles.


Supply and erection of 250Amp. 415Volts, 50Hz. Four Pole On Load Change over Switch with advance neutralUNIT (Panel mounting Cubical type) in the existingCubical Panel Confirms to IS:13947 (PartIII). complete

with G.I. Bolts, Nuts & Connection on both sides of switch with sutiable size of Thimbles.


Supply and erection of 400Amp. 415Volts, 50Hz. Four Pole On Load Change over Switch with advance neutralUNIT (Panel mounting Cubical type) in the existing

Cubical Panel Confirms to IS:13947 (PartIII). completewith G.I. Bolts, Nuts & Connection on both sides of switch with sutiable size of Thimbles.




ON LOAD CHANGEOVER SWITCH (With SheetEnclosure):

8/8/2019 New Csr2009




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 neutralUNIT in sheet enclosure on the existing surface confirmsto IS:13947 (Part III) complete with G.I. Bolts & Nuts/RagBolts & 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 tothe existing earth.

Supply and erection of 160Amp. 415Volts, 50Hz. Four Pole On Load Change over Switch with advance neutralUNIT in sheet enclosure on the existing surface confirmsto IS:13947 (Part III) complete with G.I. Bolts & Nuts/RagBolts & Nuts etc. according to the size of holes in thebody of enclosure and Connection on both sides of switch with sutiable size of Thimbles including bonding tothe existing earth.






8/8/2019 New Csr2009




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 BreakingCapacity 16KA Three Pole MCCB unit (Fixed type

thermal and Magnetic setting) (Panel mounting Cubicaltype) in the existing Cubical Panel Confirms toIEC:60947-II.

Supply and erection of 125Amp. 415volts BreakingCapacity 16KA Three Pole MCCB unit (Fixed typethermal and Magnetic setting) (Panel mounting Cubicaltype) in the existing Cubical Panel Confirms toIEC:60947-II.

Supply and erection of 25-100Amp. 415volts BreakingCapacity 25KA Three Pole MCCB unit (Fixed typethermal and Magnetic setting) (Panel mounting Cubicaltype) in the existing Cubical Panel Confirms to

IEC:60947-II.

Supply and erection of 25-100Amp. 415volts BreakingCapacity 35KA Three Pole MCCB unit (Fixed typethermal and Magnetic setting) (Panel mounting Cubicaltype) in the existing Cubical Panel Confirms toIEC:60947-II.


8/8/2019 New Csr2009




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




Supply and erection of 25-100Amp. 415volts Breaking

Capacity 50KA Three Pole MCCB unit (Fixed typethermal and Magnetic setting) (Panel mounting Cubicaltype) in the existing Cubical Panel Confirms toIEC:60947-II.




Supply and erection of 250Amp. 415volts BreakingCapacity 50KA Three Pole MCCB unit (Fixed typethermal and Magnetic setting) (Panel mounting Cubicaltype) in the existing Cubical Panel Confirms to

IEC:60947-II.

MOULDED CASE CIRCUIT BREAKER:(Fixed Type Magnetic Setting & Adjustable thermalsetting)

Supply and erection of 25-100Amp. 415volts BreakingCapacity 25KA Three Pole MCCB unit (Fixed TypeMagnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical PanelConfirms to IEC:60947-II.

Supply and erection of 125Amp. 415volts BreakingCapacity 25KA Three Pole MCCB unit (Fixed Type

Magnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical PanelConfirms to IEC:60947-II.

8/8/2019 New Csr2009




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 160Amp. 415volts BreakingCapacity 25KA Three Pole MCCB unit (Fixed TypeMagnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical PanelConfirms to IEC:60947-II.



Supply and erection of 25-100Amp. 415volts Breaking

Capacity 35KA Three Pole MCCB unit (Fixed TypeMagnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical PanelConfirms to IEC:60947-II.




Supply and erection of 250Amp. 415volts BreakingCapacity 35KA Three Pole MCCB unit (Fixed TypeMagnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical Panel

Confirms to IEC:60947-II.

Supply and erection of 315-400Amp 415volts BreakingCapacity 35KA Three Pole MCCB unit (Fixed TypeMagnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical PanelConfirms to IEC:60947-II.

Supply and erection of 500-630Amp 415volts BreakingCapacity 35KA Three Pole MCCB unit (Fixed TypeMagnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical PanelConfirms to IEC:60947-II.

8/8/2019 New Csr2009




1 2 3

XIII.

Each

31.36 C

I.

Each

II.

Each

III.

Each

31.36 (C) IV.

EachV.

Each

VI.

Each

VII.

Each

VIII.

Each

IX.

Each


MOULDED CASE CIRCUIT BREAKER:(Fixed Type Magnetic Setting & Adjustable thermalsetting)

Supply and erection of 25-100Amp. 415volts BreakingCapacity 25 KA Four Pole MCCB unit (Fixed TypeMagnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical PanelConfirms to IEC:60947-II.

Supply and erection of 125Amp. 415volts BreakingCapacity 25 KA Four Pole MCCB unit (Fixed TypeMagnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical PanelConfirms to IEC:60947-II.




Supply and erection of 25-100Amp. 415volts BreakingCapacity 35KA Four Pole MCCB unit (Fixed TypeMagnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical PanelConfirms to IEC:60947-II.

Supply and erection of 125Amp. 415volts BreakingCapacity 35KA Four Pole MCCB unit (Fixed TypeMagnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical PanelConfirms to IEC:60947-II.


Supply and erection of 200Amp. 415volts BreakingCapacity 35KA Four Pole MCCB unit (Fixed Type

Magnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical PanelConfirms to IEC:60947-II.

8/8/2019 New Csr2009




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 BreakingCapacity 35KA Four Pole MCCB unit (Fixed TypeMagnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical PanelConfirms to IEC:60947-II.

Supply and erection of 500-630Amp. 415volts BreakingCapacity 35KA Four Pole MCCB unit (Fixed TypeMagnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical PanelConfirms to IEC:60947-II.

Supply and erection of 800Amp. 415volts Breaking

Capacity 35KA Four Pole MCCB unit (Fixed TypeMagnetic Setting & Adjustable thermal setting) (Panelmounting Cubical type) in the existing Cubical PanelConfirms to IEC:60947-II.

SHEET METAL DOUBLE DOOR DISTRIBUTIONBOARDS 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 incorporatingM.C.B's/Isolators, 4way each including bonding toexisting earth.

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 incorporatingM.C.B's/Isolators, 8way each including bonding toexisting 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 incorporatingS.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.

8/8/2019 New Csr2009




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. distribution Board (dust protected) provided with bus-bar, neutral-link and din-bar, suitable for incorporatingS.P./S.P. & N Isolators or cubical switch for incoming &single pole M.C.B's for outgoing 6way 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 incorporatingS.P./S.P. & N Isolators or cubical switch for incoming &single pole M.C.B's for outgoing 8way each includingbonding 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 incorporatingS.P./S.P. & N Isolators or cubical switch for incoming &single pole M.C.B's for outgoing 12way each includingbonding to existing earth.

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, suitablefor incorporating S.P./S.P. & N Isolators or cubical switchfor incoming & single pole M.C.B's for outgoing 4wayeach 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 toexisting 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 toexisting 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 toexisting earth.

8/8/2019 New Csr2009




1 2 3

IV.

Each

V.

Each

VI.

Each

VII.

Each

VIII.

Each

IX.

Each

X.

Each31.38A 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, Suitablefor 240/415volts 50 cycles A.C. Supply, includingbonding to existing earth.

Supply and Erection of Residual current circuit breaker

double pole 32/40Amp., Sensitivity 100/300mA, Suitablefor 240/415volts 50 cycles A.C. Supply, includingbonding 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 toexisting 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 toexisting 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 toexisting 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 toexisting 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 toexisting 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 toexisting 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 toexisting earth.

Supply and Erection of RCBO (Earth Leakage, Overload& Short Circuit Protection Device) double pole16/25Amp. Sensitivity 30mA, Suitable for 240/415volts50 cycles A.C. Supply, including bonding to existingearth.

Supply and Erection of RCBO (Earth Leakage, Overload& Short Circuit Protection Device) double pole 32Amp.Sensitivity 30mA, Suitable for 240/415volts 50 cyclesA.C. Supply, including bonding to existing earth.

Supply and Erection of RCBO (Earth Leakage, Overload& Short Circuit Protection Device) double pole 40Amp.Sensitivity 30mA, Suitable for 240/415volts 50 cycles

A.C. Supply, including bonding to existing earth.

8/8/2019 New Csr2009




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 50Amp.Sensitivity 30mA, Suitable for 240/415volts 50 cyclesA.C. Supply, including bonding to existing earth.

Supply and Erection of RCBO (Earth Leakage, Overload& Short Circuit Protection Device) double pole16/25Amp. Sensitivity 100/300mA, Suitable for 240/415volts 50 cycles A.C. Supply, including bonding toexisting earth.

Supply and Erection of RCBO (Earth Leakage, Overload& Short Circuit Protection Device) double pole 32Amp.Sensitivity 100/300mA, Suitable for 240/415volts 50cycles A.C. Supply, including bonding to existing earth.

Supply and Erection of RCBO (Earth Leakage, Overload

& Short Circuit Protection Device) double pole 40Amp.Sensitivity 100/300mA, Suitable for 240/415volts 50cycles A.C. Supply, including bonding to existing earth.

Supply and Erection of RCBO (Earth Leakage, Overload& Short Circuit Protection Device) double pole 50Amp.Sensitivity 100/300mA, Suitable for 240/415volts 50cycles A.C. Supply, including bonding to existing earth.

Earthing of Sheet metal/ iron clad switches and metalliccases etc., with (20mm x 3mm) thick copper tape rivettedto (30 cm x 120 cm x 3mm thick) tinned copper plate(made cylindrical) burried 10metre below ground leveland surrounded by salt & charcoal dust mixture includingfixing the copper tape on wall and in floor etc. , withcopper stapples of suitable size up to 13metre in length .



8/8/2019 New Csr2009




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 metalliccases etc., with (25mm x 3mm) thick copper tape rivettedto (30 cm x 120 cm x 3mm thick) tinned copper plate(made cylindrical) burried 10metre below ground leveland surrounded by salt & charcoal dust mixture including

fixing the copper tape on wall and in floor etc. , withcopper stapples of suitable size up to 13metre in length .



Earthing of Sheet metal/ iron clad switches and metalliccases etc., with (32mm x 3mm) thick copper tape rivettedto (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 includingfixing the copper tape on wall and in floor etc. , withcopper stapples of suitable size up to 13metre in length.

Earthing of Sheet metal/ iron clad switches and metalliccases etc., with (32mm x 3mm) thick copper tape rivettedto (30 cm x 120 cm x 3mm thick) tinned copper plate(made cylindrical) burried 20metre below ground leveland surrounded by salt & charcoal dust mixture includingfixing the copper tape on wall and in floor etc. , withcopper stapples of suitable size up to 23metre in length.

Earthing of Sheet metal/ iron clad switches and metalliccases etc., with (32mm x 3mm) thick copper tape rivettedto (30 cm x 120 cm x 3mm thick) tinned copper plate(made cylindrical) burried 30metre below ground leveland surrounded by salt & charcoal dust mixture includingfixing the copper tape on wall and in floor etc. , withcopper stapples of suitable size up to 33metre in length.

8/8/2019 New Csr2009




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 metalliccases etc., with 8SWG (4mm dia)copper wire runthrough 15mm dia G.I. Pipe complete with connectingthe copper wire to (30cm x 60cm x 3mm thick) tinnedcopper plate (made cylindrical) burried 10metre below

ground level and surrounded by salt & charcoal dustmixture including fixing the G.I. Pipe on wall and floor etc. upto 13 meter in length.

8/8/2019 New Csr2009



Through rate

4

129.00

111.00

112.00

31.00

69.00

45.00

54.00

149.00

22.00

8/8/2019 New Csr2009



Through rate

4

142.00

170.00

110.00

126.00

85.00

48.00

65.00

50.00

159.00

31.00

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

50.0067.00

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



Through rate

4

5.10

6.60

13.00

Category 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 BrandsConfirming toI.S. Standard

(dulyapproved)

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



Through rate

4

828.00

1030.00

206.00

244.00

333.00

402.00

580.00

1903.00

158.00

8/8/2019 New Csr2009



Through rate

4

266.00

355.00

274.00

324.00

406.00

590.00

691.00

349.00

475.00

614.00

8/8/2019 New Csr2009



Through rate

4

828.00

1030.00

711.00

762.00

800.00

914.00

1123.00

776.00

839.00

943.00

8/8/2019 New Csr2009



Through rate

4

1205.00

1345.00

2155.00

1133.00

1197.00

1288.00

1622.00

2267.00

2925.00

8/8/2019 New Csr2009



Through rate

4

153.00

255.00

331.00

217.00

293.00

331.00

8/8/2019 New Csr2009



Through rate

4

514.00

603.00

267.00

361.00

431.00

562.00

701.00

382.00

464.00

8/8/2019 New Csr2009



Through rate

4

528.00

636.00

838.00

586.00

713.00

797.00

991.00

1162.00

1649.00

8/8/2019 New Csr2009



Through rate

4

880.00

957.00

1073.00

1211.00

1407.00

1913.00

1092.00

1202.00

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



Through rate

4

879.00

1049.00

1258.00

1432.00

1508.001929.00

2560.00

3211.00

4212.00

516.00

583.00

790.00

1548.001873.00

42.00

57.00

68.00

351.00

409.00

476.00

568.00

548.00778.00

695.00

977.00

110.00

134.00

8/8/2019 New Csr2009



Through rate

4

180.00

217.00

261.00

107.00

112.00115.00

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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



Through rate

4

125.00

357.00

363.00

417.00

330.00

1231.00

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



Through rate

4

23.00

16.00

7.40

8.10

389.00

643.00

1008.00

8/8/2019 New Csr2009



Through rate

4

781.00

872.00

1225.00

1443.00

1503.00

8/8/2019 New Csr2009



Through rate

4

1582.00

735.00

827.00

1174.00

8/8/2019 New Csr2009



Through rate

4

1381.00

1440.00

1520.00

226.00

318.00

501.00

5.80

9.15

136.00

31.00

8/8/2019 New Csr2009



Through rate

4

190.00

160.00

82.00

136.00

35.00

24.00

20.50

17.00

113.00

35.00

16.50

8/8/2019 New Csr2009



Through rate

4

133.00

43.00

4.60

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

8/8/2019 New Csr2009



Through rate

4

7.40

14.00

17.00

21.00

23.5030.50

60.00

99.00

137.00

25.00

4.55

9.60

111.00

203.00

990.00

1097.00

741.00

8/8/2019 New Csr2009



Through rate

4

974.00

608.00

349.00

359.00

1120.00

722.00

803.00

505.00

8/8/2019 New Csr2009



Through rate

4

737.00

467.00

322.00

350.00

814.00

1257.00

1773.00

3646.00

3784.00

8/8/2019 New Csr2009



Through rate

4

1366.00

1998.00

3843.00

4333.00

3906.00

5828.00

6901.00

8/8/2019 New Csr2009



Through rate

4

9173.00

11300.00

18306.00

1813.00

2221.00

4255.00

8/8/2019 New Csr2009



Through rate

4

4397.00

2230.00

2877.00

5104.00

5567.00

6882.00

8/8/2019 New Csr2009



Through rate

4

7430.00

8967.00

11280.00

13441.00

21552.00

6658.00

8/8/2019 New Csr2009



Through rate

4

7236.00

8818.00

12488.00

13156.00

19159.00

22700.00

32567.00

53348.00

8/8/2019 New Csr2009



Through rate

4

8865.00

10269.00

10996.00

15085.00

16074.00

23316.00

8/8/2019 New Csr2009



Through rate

4

27266.00

38979.00

66532.00

2506.00

3664.00

2880.00

3872.00

4565.00

8/8/2019 New Csr2009



Through rate

4

5421.00

6639.00

10120.00

5224.00

6100.00

6567.00

7499.00

11302.00

3112.00

3604.00

8/8/2019 New Csr2009



Through rate

4

3788.00

4453.00

5050.00

3844.00

3964.00

5482.00

6588.00

10164.00

12368.00

15116.00

8/8/2019 New Csr2009



Through rate

4

18894.00

4393.00

6042.00

6854.00

8669.00

10498.00

4427.00

5049.00

6810.00

9106.00

8/8/2019 New Csr2009



Through rate

4

12309.00

16455.00

17741.00

24764.00

699.00

923.00

1204.00

1466.00

1835.00

8/8/2019 New Csr2009



Through rate

4

2261.00

2800.00

3835.00

4222.00

5337.00

6818.00

1349.00

1422.00

1916.00

8/8/2019 New Csr2009



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

8/8/2019 New Csr2009



Through rate

4

1630.00

1272.00

1338.00

1378.00

1711.00

9155.00

12337.00

15519.00

8/8/2019 New Csr2009



Through rate

4

10012.00

13797.00

17582.00

11213.00

15844.00

20475.00

8/8/2019 New Csr2009



Through rate

4

5001.00

8/8/2019 New Csr2009



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 marketfor which competitive tenders/quotations shall be called and approval of the appropriate authorityobtained.

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 providedby the user.

8/8/2019 New Csr2009



CHAPTER NO. 33

HORTICULTURE

Notes :-

(i)

(ii)

(iii) The labour rates include the cost of water charges.

(iv)

(v)

(vi)


1 2 3

33.1

Cum.

33.2

100 Sqm.

33.3

100 Sqm.

33.4

100 Sqm.

33.5

100 Sqm.

33.6

100 Sqm.

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

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 pheight.

The rates noted below are applicable for gardening works in lawns of the buildingshigh slopes, canal embankments and arboriculture. The depth required to be eplanting of trees/grass etc. shall be decided by the Engineer-in-charge with due diffesite and climatic conditions. The actual volume of excavated soil/earth shall be paidthe classification of soil. In case longer lead and lift is involved in the execution of a p

additional rates shall be paid.

The procurement of earth/sludge or manure shall be from the sources as speEngineer-in-charge. In case these are imported from a distant place longer than the oin 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 sseparately

Supplying at site of work well decayed farm yard manure, from approvedsource, including screening and stacking.

Turfing slopes of new banks with rough grassing including preparation of ground, supplying and planting doob grass roots, at 15cm. apartsupplying 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 sqmand loosening soil with kassi.

Making lawns including ploughing and dragging with sohaga breaking of clods removal of earth rubbish dressing and supplying doob grass rootsand 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 includingbreaking of clods removal of rubbish dressing and supplying of doob

grass roots at 10 cm apart including supplying and spreading of manureat the rate of 0.60 cum per 100 sqm.

8/8/2019 New Csr2009




1 2 3

33.7

100 Sqm.

33.8

100 Metre

33.9

100 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 includingwatering etc.

Planting permanent hedges including digging of trenches 60cm wide and45 cm. deep, refilling the excavated earth mixed with manure, supplied at

the rate of 4.65 Cum. Per 100 metres, and supplying and planting hedgeplants 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 excavatedearth, mixed with well decayed farm yard manure (Cost of well decayedfarm 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 surplusearth with a lead of 50 metres.

Renovating lawns including weeding, cheeling the grass, forking theground, top dressing with forked soil, watering and maintaining the lawnsfor 30 days or more, till the grass forms a thick lawn, free from weeds andfit for moving and disposal of rubbish as directed including supplyinggood 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 metresand height 1.2 metres above ground and 0.20 metres below groundbottom 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/honeycomb masonry as per standard design complete.

Providing fixing M.S. plates iron/tree guard 60 cm. dia and 2 metres highabove ground level, formed of 4 Nos., 25mm. X 6mm and 6 No. 25mm x3mm vertical M.S flats rivetted to 3 Nos. 25mm x 6mm M.S plates ironrings in two halves bolted together with 8mm dia & 30mm long bolt

including painting two coats with paint of approved brand andmanufacture over a coat of priming complete in all respects.

Making tree guard 53cm. dia, and 1.3 metre high as per design fromempty coal tar/Bitumen drums specified for by the department includingproviding and fixing 2 Nos. M.S sheet rings 50mm x 0.5mm with rivetscomplete 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.

8/8/2019 New Csr2009




1 2 3

33.16

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 pitssize 75 cm x 75 cm x 75cm deep refilling the excavated earth mixed withmanure supplied at the rate of 0.113 Cum. each and watering, supplyingthrough tractor tanker.

Planting permanent shrubs including digging of pits on earth size 0.60m x0.60m.x 0.60m deep, refilling the excavated earth mixed with manure,supplied at the rate of 0.056 Cum each and watering supply through thetractor tanker.

Maintenance of shrub for one year including watering through tractor tanker.

Supply and maintenance of thorny bush around the tree with manuallabour.

Planting selection No.1, Superior Quality grass with machinery includingploughing the land leveling and dressing applying for made manure in25mm layer, application of insecticide / pesticide to safeguard against soilborn insect/pests. Supplying and planting superior quality grass 7 to10cm apart, weeding at 15 days interval for one month, top dressing withsoil, sand, FYM, mixture in 25mm layer over uneven surface 1:1:1 ratio.

Planting ground cover plants including digging and refilling of beds withexcavated soil and FYM, fertilizer and insecticides. Planting of sapling at300mm distance of plant to plant and row to row, providing and fixingbrick tile edging.

Planting flower beds including digging and refilling of beds withexcavated soil and FYM fertilizer and insecticides planting of sapling at300mm distance of plant to plant and row to row.

Planting rose beds including digging and refilling of beds with excavatedsoil 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.

8/8/2019 New Csr2009




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 bedswith excavated soil and FYM, fertilizer and insecticides, planting of sapling at 300mm distance of plant to plant and row to row, providingand fixing brick tile edging.

Planting rare & specimen plants including digging and refilling of bedswith 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, twoNo. irrigations each in the month of February, October, November andDecember and one irrigation each in July, August and September or asper requirement of seasonal variations. 15 Nos. hoeings @ two hoeingeach in the month of July, Aug. & Sept. and one hoeing each in theremaining 9 months, manuring with well rotten farmyard manure two

times in a year each time, providing and applying of fertilizers, plantprotection measures, training of plants and replacement of causalities.

Maintenance of flower beds for one year including 27 No. waterings @ 4waterings in the month of March, April, May and June, two No. irrigationseach in the month of February, October, November and December andone irrigation each in July, August and September or as per requirementof seasonal variations. 15 Nos. hoeings @ two hoeing each in the monthof 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 @ 4waterings in the month of March, April, May and June, two No. irrigationseach in the month of February, October, November and December andone irrigation each in July, August and September or as per requirementof seasonal variations. 15 Nos. hoeings @ two hoeing each in the monthof 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 ironsize 25x25x3mm 1.8 mtr. height, 3 Nos. rings of MS bars 8mm thickness60 cm. dia and fixing of wire mesh size 3.81x7.62 cm. around the angeliron name plate 200mmx25mmx18 gauge including painting 2 coat withISI marked ready mixed paint after one priming coat of metal primer.

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4

49.00

42.50

52.00

50.50

84.00

123.00

ition to the

id for 30 cm

, road sides,cavated for rence to theaccording torticular item,

ified by thees specified

all be paid

ThroughRate

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4

ThroughRate

149.00

1084.00

506.00

10.30

1.65

2.75

93.00

125.00

277.00

29.00

44.50

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4

ThroughRate

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

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4

ThroughRate

231.00

655.00

65.00

219.00

63.00

1204.00

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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 metre


1 2 3 4

34.1

(a) with cement sand mortar 1:4Sqm. 5.90

(b) with cement sand mortar 1:7Sqm. 5.90

(c) with cement lime mortar and sand 1:1:7Sqm. 5.90

34.2

(a) Door chowkats (1.22 M. x 2.06 M.)Each 28.00

(b) Window chowkats (1.52 M. x 1.22 M.)Each 24.00

(c) Clerestorey window chowkats (1.22 M. x 0.45 M.) Each 24.00

34.3

(a) for door chowkats (1.22 M. x 2.06 M.) Each 43.50

(b) for window chowkats (1.52 M. x 1.22 M.) Each 40.00

(c) for clerestorey window (1.22 M. x 0.46 M.) Each 37.00

Labour Rate(Rs.)

Repairs to plaster in patches of area 2.5 sqm. and under includingcutting the patch in proper shape and preparing and plastering thesurface of the walls complete including disposal of rubbish to thedumping ground within 50 metres lead :--

Fixing chowkats in existing opening including embedding chowkatsin floors or walls, cutting masonry for hold fasts embedding hold

fasts in cement concrete holes with cement concrete 1:3:6, paintingtwo coats of bitumen to sides of chowkats and making good thedamages to walls and floors as required complete includingdisposal 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 incement concrete 1:3:6, painting two coats of coal tar to sides of chowkats and making good the damages to walls and floorscomplete to match the existing surface :--

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Labour Rate(Rs.)

34.4

(a) lst Class teak wood cleats with steel hinges and screws. Each 6.60

(b) lst Class deodar wood cleats with steel hinges and screws.Each 6.40

(c) Sal wood cleats with steel hinges and screws. Each 6.40

(d) Ist class Kail wood cleats with steel hinges and screws. Each 6.40

34.5 Renewing glass panes with putty and nails wherever necessary :--

(a) Glass panes weighing 8.44 Kg./Sqm. Sqm. 9.40

(b) Glass panes weighing 10.75 Kg./Sqm. Sqm. 9.40

(c) Frosted glass panes weighing 7.5 Kg./Sqm. Sqm. 9.40

34.6 Renewing glass panes with wooden fillets wherever necessary :--



(c) Frosted glass panes weighing 8.44 Kg/sqm. Sqm. 11.80

34.7 Renewing glass panes and refixing existing wooden fillets-



(c) Frosted glass panes weighing 8.44 Kg/sqm. Sqm. 5.60

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

(b) Ist class Deodar wood fillets 3.20m x 0.0125m x 0.0125m Metre 1.50

(c) Ist class Kail wood fillets 3.20m x 0.0125m x 0.0125m Metre 1.50

34.9 Renewal of old putty of Glass panes.

(a) Refixing old glass panes with putty and nails. Sqm. 7.00

(b) Fixing old glass panes with wooden fillets. Sqm. 5.80

Providing and fixing wooden cleats of size 100mm x 75mm x 50mmto doors and windows with approved fittings including removal of old cleats where necessary, including painting, polishing or beeswaxing to match the existing shade :--

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Labour Rate(Rs.)

34.10

Each 23.00

34.11

Sqm. 28.00

34.12

(a) Mild steel plate and ring. Each 7.00

(b) Brass plate and ring. Each 7.00

34.13

(a) Sal wood battens. Cum. 556.00

(b) Ist class deodar wood battens. Cum. 556.00

(c) Ist class kail wood battens. Cum. 556.00

34.14

(a) Sal wood beams Cum. 377.00

(b) Ist class deodar wood. Cum. 377.00

(c) Hollock wood beams. Cum. 377.00

(d) kail wood beams. Cum. 377.00

(e) Above 4.00 metre and up to 5 metre length :--

(i) Sal wood beams Cum. 491.00

(ii) Ist class deodar wood beamsCum. 491.00

(iii) lst class Kail wood beams Cum. 491.00

Providing and fixing 16mm. M.S. fan clamps of standard shape andsize in existing R.C.C slab including cutting and making good andpainting exposed portion of the clamps complete.

Regrading terracing of mud plaster covered with tiles or bricks incement by dismantling tiles or bricks, removing mud plaster,preparing the surface of mud plaster to proper, slope, relaying mudplaster Gobri leaping and tiles or bricks grouted in cement mortar 1:3 (1 cement and 3 fine sand) including replacing unserviceabletiles, or bricks with new over and disposal of unserviceable materialto the dumping ground (The cost of new tiles or bricks excludedwithin 50 metre lead)

Providing and fixing cotton string 6mm. diameter (Machine made)including supplying and fixing, wherever necessary, the plate andring as per existing fitting or as required of the clerestorey window.

Renewing wooden battens roofs including making good the holesin wall and painting with oil type wood preservative of approvedbrand and manufacture complete including removal of rubbish tothe dumping ground within 50 metre lead.

Renewing wooden beams in roofs including making good the holesin wall and painting with oil type wood preservative of approvedbrand and manufacture complete including removal of rubbish tothe dumping ground within 50 metre lead.

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Labour Rate(Rs.)

(iv) Hollock wood beams. Cum. 491.00

34.15

Each 56.00

34.16

Sqm. 9.20

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

(b) With modular brick tiles. Sqm. 4.80

Renewing 100mm dia. 2.5 metre long sal wood Ballies post

embedded 60cm in the ground in a hole 45cm. dia. and 70cmdeep, filled with cement concrete 1:5:10 (1 cement, 5 fine sand, 10stone aggregate) (40 mm. nominal size) including necessaryexcavation cement concrete foundation & painting two coats withoil type wood preservative of approved brand and manufacturecomplete, including disposal of rubbish to the dumping groundwithin 50 metre lead.

Raking out joints in lime or cement mortar and preparing thesurface for repointing or replastering including disposal of rubish tothe 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/semicorrugated sheet roofing of girth not more than one metre.

Those exceeding 100 sq cm but not exceeding 400 sq cm inarea.

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.

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s.

5

12.00

9.40

12.50

37 50

ThroughRate(Rs.)

New Csr2009

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