Download - Common Schedule of Rates-Pb
FORWARD
Common Schedule of Rates (CSR) being published by Punjab, PWD from time to time is a very
comprehensive document and useful in execution of development works in Punjab. Apart from Punjab
PWD this CSR is being used by number of Boards, Corporations, Public Sector Undertakings, Private
Sector Builders and Architects etc.
The CSR was first published in the year 1962 followed by revision in the year 1987. During the last 21
years, CSR has not been revised. 25 Nos. Addenda and Corrigenda on CSR-1987 have been issued from
time to time. The prices of Labour and Material have increased many fold and to update the rates, the
ceiling premium are being fixed from time to time by Zonal Committee of Superintending Engineers of
various departments.
It is utmost needed that a re-print of CSR-1987 may be published by incorporating the A&C slips
No.1 to 21 and 25 (A&C slip No.22 to 24 relate to Specifications) including amendments issued in A&C
slips. Although this volume of publication contains items of CSR-1987 the nomenclature of some items
have been improved by making them more generic. Items which are either obsolete or are not in use have
been deleted. Chapter No.2, is not in use these days and has been deleted.
I wish to place on record the technical input and effective co-ordination on the part of various
technical committees and the efforts put in by staff of CSR cell to finalize the re-print of CSR-1987.
I am also thankful to all the Chief Engineers and Superintending Engineers who gave their valuable
advice and full co-operation in the finalization of CSR-1987 Reprint.
This re-print has been issued with the approval of the Committee of Direction of Chief Engineers.
Punjab, PWD B&R Branch,
Patiala.
I am sure that this CSR will be quite helpful to all the concerned in construction industry and
development works.
Patiala : (Er. N. S. Brar PSE-I)
Chief Engineer (H.Q.),
Chapter
No.
Page No.
Preface .. ..
1 Daily Wages .. .. 1
2 Monthly Wages .. .. 6
3 Materials .. .. 7
4 Loading & Un-Loading .. .. 25
5 Carriage .. .. 30
6 Earth Work .. .. 42
7 Rock-Cutting .. .. 49
8 Demolition .. .. 50
9 Centring & Shuttering .. .. 54
10 Concrete .. .. 56
11 Brick Work .. .. 65
12 Stone Masonry .. .. 74
13 Hoisting and Roofing .. .. 79
14 Flooring and Dados .. .. 86
15 Plaster, Pointing, White Washing and Distempering .. .. 105
16 Painting and Varnishing .. .. 111
17 Wood Work .. .. 118
18 Steel & Iron Work .. .. 135
19 Lining .. .. 143
20 Outlets .. .. 149
21 Pile Driving .. .. 156
22 Well Sinking .. .. 158
23 River and Canal Protection Works .. .. 163
24 Road Work .. .. 169
25 Maintenance of Furniture .. .. 177
26 Miscellaneous .. .. 181
27 Quantities of Materials .. .. 186
28 Water Supply .. .. 198
29 Sewerage and Drainage .. .. 249
30 Sanitary Installations .. .. 322
31 Electrical Installations .. .. 356
32 Hire charges of Machinery .. .. 427
33 Horticulture .. .. 428
34 Maintenance of Buildings and Roads .. .. 432
Name of the Chapter
CONTENTS
1
2
(i) Chapter No. 1 to 27 and 32 to 34
(ii) Chapter No 28 to 30
(iii) Chapter No.31
3
4
5
6
7
PREFACE
SECOND EDITION - REPRINT
This Schedule of Rates is applicable to the works to be executed by the various Branches of the state
PWD.
The common Schedule of Rates, 1962 converted into metric system during 1965-66 known as
Interim Common Schedule of Rates, has been revised under the direction of the committee of
Direction of Chief Engineers. The revision of the Schedule was necessitated becasue of the
phenomenal rise in the rates of material and labour over the past two decades and addition of new
items.
The revision work was undertaken by the schedule of Rates, cell specially created for the purpose
under the supervision of a Superintending Engineer, PWD B&R Branch, Patiala assisted by three
Executive Engineers one each from B&R, Irrigation and Public Health Branches.
The Schedule of Rates cell after completing the revision work of the Common Schedule of Rates
obtained the approval in various meetings of the Committee of the Direction of Chief Engineers,
constituted vide Secretary to Govt. of Punjab PWD B&R No.22 (90) B&R-II (3)85/2723 dated 28th
June, 1985.
The new Schedule has been compiled in one volume, thus combining all the four volumes of 1962 in
one concise form for the convenience of ready reference. Volume-II of the erstwhile Schedule for "Hill
Region" has become redundant as a result of reorganisation of the State during 1966. Special rates
giving due weightage for the "Sub Mountainous Region" in the state, have been incorporated in the
schedule. The Schedule now comprises the following chapters :-
This Schedule will not be applicable to the agreements and work orders already in vogue and these
will continue to be operated on the basis of the previous Schedule till their completion.
The areas in the state have been sub-divided into the following two zones :-
PLAINS
All districts of Punjab including Chadigarh and Municipal areas/notified areas of towns of the Sub-
mountainous region and road land width of Ambala-Chandigarh-Hoshiarpur-Pathankot-Madhopur
road.
Buildings and Road Works and Irrigation Works
such as Outlets, Lining and River and Canal
Protection works etc.
Public Health Works such as Water Supply,
Sewerage and Drainage and Sanitary Installations.
Electircal Installations.
The Common Schedule of rates, 1987 will be operative with effect from Ist January, 1987.
The rates given in this Schedule are for normal construction and maintenance works. For large scale
projects, specialized and emergent works like closure works, separate rates may be determined by,
the Chief Engineer of the Department concerned.
8
9
10 (a)
10 (b)
11
12
13
(a)
(b)
(i)
SUB-MOUNTANEOUS REGION
Sub-mountaneous area includes the North Eastern side of Ambala-Chandigarh road starting from
Dera Bassi Block boundary to Chandigarh-Ropar-Garhshanker-Hoshiarpur-Dasuya-Mukerian-
Pathankot-Madhopur road, then turning to right side of River Ravi including the entire area of Punjab
upto J&K Border.
The Executive Engineers are empowered to pass mechanical jobs like repairs to truck and
tubewells not included in the Schedule upto Rs.500/- for each items not exceeding Rs.5000/-
(Rs.Five thousand only) in a year by calling open quotations.
For such materials as timber, and electrical goods, etc., which have to be arranged by the
contractor, the entire carriage is included in the rate, irrespective of the lead. For such materials
as bricks, brick ballast, bajri, sand, stone and cinder, extra lead involved beyond 5 Km., is
payable as per carriage rates.
For materials like cement, steel etc., which are issued from Govt. stores, the through rates
include :-
The works at New Delhi and Delhi shall be carried out on the basis of C.P.W.D. Schedule of Rates
and specifications.
The schedule of Rates, 1987 is based on detailed analysis of rates for each item of work, which is
also being printed separately for office use only. The analysis of rates is a strictly confidential volume
and the departmental officers must take care as not to divulge the same to the contractors.
The rates given in this Schedule are based on the latest edition of the Punjab P.W.D. specifications
including subsequent Addenda and Corrigenda issued from time to time for all chapters except
chapter No.24 "Road work" for which the specifications of Road and Bridge work evolved by the roads
wings of the Ministry of Shipping & Transport Published by the Indian Roads Congress New Delhi,
are to be adopted. The rates in respects of "Electrical Installations" Chapter 31 are based on revised
specifications, 1985.
The Superintending Engineers are empowered to pass Miscellaneous items pertaining to
mechanical works like repair of Trucks & Tubewells not included in the Schedule of Rates upto
Rs.5000/- for each item; not exceeding Rs.50,000/- (Rs. Fifty thousand only) in a year. It has no
concern with non schedule items.
For the execution of works in villages and other isolated works not on main roads and involving the
use of skilled labour and costing upto Rs.5.00 Lacs, extra premium of 10% may be allowed for
estimating purpose over and above the premium or abatement fixed for the area concerned. The
contractor is to be paid only on the basis of rates of premium and abatement tendered by him on the
basis Schedule of rates i.e. not taking into consideration the 10 per cent applicable weightage in
ceiling premium. For isolated work and works in villages, tenders for such works should be clearly
invited on this basis. As regards classification of a work under this category, each case should be
examined on merit.
Unless otherwise specified, the labour rates for various items of construction include handling of
materials within 100 metres. The through rates include all rehandling of materials the site of work and
no payment is due to the contractor on this account.
The through rates, given in the Schedule, include the carriage of materials as follows :-
For works within municipal limits or within two kilometre periphery of municipal limits of the town
and having Govt. stores, all carriage irrespective of the distance of site of work from Govt. stores
of that town.
(ii)
(c)
14
15
16
17
18
19
20
.. mm
.. cm
.. dm
.. m
.. dam
.. hm
.. km
Decametre
Millimetre
For bricks the through rates include the carriage within a radius of 5km. of site of work, if the
source of bricks is within that limit. In case the source is beyond the radius of 5 km. of the site of
work, the through rates include carriage upto first 5 km. measured from source of bricks
irrespective of the fact whether this initial distance consists of katcha and pucca or partly katcha
and pucca. The lead beyond this initial distance of 5 km. will be payable at the rates provided in
the Schedule of Rates for the corresponding subsequent kilometres. For this purpose the source
of bricks shall be the nearest possible working kiln or dump from where the bricks can be
obtained and the resources shall be certified as such by the Sub Divisional Engineer inwriting
before releasing the payment.
In case of works below ground level like basement of buildings and public health works such as
sewers, disposal works etc., the rates upto a depth of 4 metres below gound level, shall be the same
as for work in superstructure upto first floor level. For depths greater than 4 metres, additional rates
for subsequent storeys shall be added. For works which are not deeper than 1.5 metres from ground
level, ordinary rates for works in foundation and plinth shall apply.
The through rates include the wastage and breakage of various materials during construction.
Unless otherwise specified, the labour rates include the cost of water, tools and plants, labour and
materials for scaffolding and cost of good earth for mud mortar and mud plaster wherever required.
The through rates include all octroi charges, toll tax, sales tax and other local taxes etc., paid by the
contractor in bringing the material to the site of work.
Kilometre
Where the description of any item is too long, the essential portion has been printed in antique (thick)
letters. Only such essential portion need be written in estimates,tenders contract and measurement
books, although it will be deemed to cover the entire item as described fully in the Schedule Of Rates.
Where the description is only in one type of letters, It should be repeated as a whole.
Wherever the column for "Rates" is neither headed by "Plains" nor by "Sub-mountainous Region" the
same may be considered to apply to both the regions.
For work in places other than mentioned in (i) above, the carriage within a radius of 5 kilometres
of the site of work and in case of extra lead beyond this limit, carriage is payable at rates
provided in the Schedule for the corresponding subsequent kilometres.
Abbreviations of units, wherever occuring, in the Punjab, P.W.D. Schedule of Rates 1987, First
Edition, are as under :-
A. LENGTH
Centimetre
Decimetre
Metre
Hectometre
B. AREA
.. sq mm
.. sq cm
.. sq m
.. a
.. ha
.. sq km
.. cu mm
.. cc
.. cu m
.. ml
.. l
.. kl
.. mg
.. g
.. kg
.. q
.. t
..
.. kg/cu m
.. cu m/s
.. D.G.S. & D.
.. P.W.D.
.. I.S.
Square Kilometre
Cubic millimetre
Squaremetre
Square millimetre
Square centimetre
area
Kilogram per
G. DISCHARGE
gram
kilogram
quintal
Tonne
MISCELLANEOUS
Director Genral of supplies and Disposal
Litre
Public work Department
Indian Standard
Cubic centimetre
Cubic metre
cubic metre
F. DENSITY
hectare
C. VOLUME
Milli litre
D. CAPACITY
Kilo litre
Milligram
E. WEIGHT
Cubic metre per second
The above abbreviations signify both singular as well as plural number.Note :-
.. I.S.I.
.. I.R.C.
.. B.R.C.
.. T&P
.. N.I.T.
.. G.I.
.. A.C.C.
.. A.C.
.. J.P.C.
.. C.I.
.. H.C.I.
.. R.C.C.
.. P.V.C.
.. S.W.M.
.. H.D.P.E.
.. L.D.P.E.
.. M.S.
.. R.S.
.. O.F.
.. A.P.M.
.. O.S.M.
.. F.S.D.
.. N.S.L.
.. G.L.
.. S.L.
.. S.W.G.
.. Amp.
.. dia.
.. A.A.C.
Notice Inviting Tender
Galvanized Iron
Asbestos cement Corrugated
Indian Roads Congress
Billet Rolled Committee
Indian Standard Institution
Asbestos Cement
Cast Iron
Heavy Cast Iron
Reinforced Cement Concrete
Poly Vinyl Chloride
Mild Steel
Natural Surface Level
Ground Level
Toos and Plants
Joint Plan Committee
Ampere
Diametre
All Aluminium Conductor
High Density Polyethylene
Low Density Polyethylene
Short Way Mesh
Rolled Steel.
Open Flume
Adjustable Proportionate Module
Orifice Semi Module
Spring Level
Full Supply Depth
Standard wire gauge
.. G.E.C.
.. L&T.
.. D.P.
.. T.P.
.. T.P.N.
T.P.& N.
.. A.C.S.R.
.. N.O.
.. N.C.
.. C.T.
.. H.R.C.
.. S./E.
.. B.D.B.
.. O.H.B.B.C.
.. S.W.
.. R.P.M.
.. M.C.B.
.. A.C.
.. S.P.
.. S.P. & N.
.. K.W.H.
.. P.C.C.
20
(i) All items of Punjab P.W.D.Schedule of
Rates 1987 except as mentioned below :
.. (a) Dimessions shall be measured to the
nearest 0.01 metre. However, rounding off the
figures shall not be applicable to conversion
of basic dimensions of material and as
restricted in the P.W.D. Specifications
(Punjab) enforced from time to time.
(b) Area shall be worked out to the nearest
0.01 sq m.
(c) Cubic contents shall be worked out to
the nearest 0.01 cu m.
MEASUREMENTS TO BE TAKEN UPTO THE POINT OF DECIMAL A GIVEN BELOW.
High rupturing capacity
Triple Pole with Neutral
General Electric Co.
Supply and erection
Over Head Bus-Bar Chamber
Stone ware
Revolutions per minute
Miniature circuit breaker
Alternating Current
Larsen & Toubro
Double Pole
Triple Pole
Aluminium conductor steel reinforced
Normally Open
Normally Closed
Current transformer
Branch distribution fuse-board
Single Pole
Single pole & neutral
Kilo-watt hour
Plain cement concrete
(ii) Loading, un-loading, stacking and carriage. ..
(iii) Demolition. ..
(iv) Supply and filling cinder on roof including
light ramming.
..
(v) Items of skirting and dados, including that
on risers and treads of stairs of plaster,
precast terrazzo tiles, Agra red stone and of
terrazzo, etc.
..
(vi) Items of skirting and dados, including that
on risers and treads of stairs of white
Makrana Marble, Chittor Black Marble and
of Kotah Stone.
..
(vii) Hoisting of wooden beams. ..
(viii) Wood work wrought, planed and fixed for
trusses, chowkats etc.
..
(ix) Shutters of all type. ..
(x) Pelmets. ..
Length, breadth and height of stack shall be
measured correct to a cm. suitable deduction
shall be made to account for voids in loose
stacking according to factor, mentioned in
relevant chapters of specifications or
Schedule.
Correct to 1 mm where the height of skirting
does not exceed 30 cm, and where the height
of skirting exceeds 30 cm it shall be
measured correct to a cm.
Length and breadth shall be measured correct
to a cm and average depth to 5mm.
Correct to 3 mm where the height of skirting
does not exceed 30 cm and where the height
of skirting exceeds 30 cm, it shall be
measured correct to a cm.
Measurements to be taken correct upto the
place of decimal, as per respective original
items, mentioned in this para.
Length shall be measured correct to a cm and
breadth and depth, correct to 5 mm.
In cubic metres nearest to four places of
decimal. Length of each piece shall be
measured nearest to a cm and X-sectional
dimensions shall be measured as specified in
Ch. 17 of the Schedule, correct to 5 mm.
Shutters shall be measured in sqm nearest to
2 places of decimal, in close position,
covering the rebate of the frame. Over lap of
two shutters shall not be measured. The width
and height of shutter shall be measured
correct to a cm.
The pelmets shall be measured along the
sides and face of planking correct to a cm.
(xi) (a) Steel reinforcement. ..
(b) Structural steel.
(xii) Steel windows. ..
21
(i)
(ii)
22
(i)
(a)
(b)
(c)
23
In accordance with the instructions contained
in the book of P.W.D. specifications, the
standard factor prescribed therein, shall be
taken in calculating the consumption of steel.
The change in the standard factor is
permissible only when the steel is weighed,
measured, and the conversion factor is
arrived at by two gazetted officers,
immediately on receipt of the steel.
It is made clear that wherever standard
factors of steel do not hold good, such as for
untested steel, each indent shall specify
weight, as well length in respect of each
category of steel, and factor shall also be
worked out on each indent, so that there is
absolutely no confusion in respect of factor of
untested steel.
Finished sections shall be measured in
running metres correct to a cm and their
weight calculated, on the basis of which steel
is supplied to the contractor, by the Deptt. or
from standard tables for tested steel.
The unit will be sqm correct to two places of
decimal. The height and width shall be
measured correct to 0.5 cm.
FOR ROUNDING OFF THE VALUES, THE FOLLOWING RULES SHOULD BE APPLIED.
works executed during harvesting and showing seasons when the labour rates are comparatively
higher due to scarcity of labour.
When the figure, next beyond the last figure or place, to be retained, is less than 5 the figure in
the last place retained, shall be left unchanged.
When the figure, next beyond the last figure or place, to be retained, is more than 5 or is 5,
followed by any figures, other than Zero; the figure in the last place retained, shall be increased
by 1.
Closure work
If tenders for any item are higher than the premium sanctioned in the Schedule of rates, the
Superintending Engineers of Irrigation Branch should first fully satisfy themselves about their
justification. If they feel that the work is of emergent nature and it can not be done in sanctioned
premium, he should under intimation to the Chief Engineer, sanction the tenders for work upto Rs.
1.00 lac(Labour Cost only). The rate being not more than 15% above the basic rate & Zonal
sanctioned premium. If the labour cost of work is more than Rs. 1.00 lacs, the tenders should be
referred to the Chief Engineer for acceptance.
The implications of tendered premium above or below (plus or minus) the ceiling fixed by the Zonal
Committee shall be as under:-
"The percentage tendered premium/abatement shall be added to/substracted from Zonal ceiling
premium only. The percentage so arrived at shall be applicable to the basic rates printed in C.S.R."
emergent works are defined as below:
closing of cuts and breaches.
24
25 (a)
(b)
1.
2.
3.
4.
5.
1.
2.
1.
2.
3.
4.
Chief Engineer (Buildings)
BUILDINGS & ROADS BRANCH
Chief Engineer (National Highways)
Committee of the Direction of Chief Engineers,
Public Works Department, Punjab.
COMPOSITION OF THE DIRECTION COMMITTEE OF CHIEF ENGINEERS
Chief Engineer (Link Roads)
PUBLIC HEALTH BRANCH
Rates of all the items in CSR are in Rupees.
Chief Engineer, Capital Project Chandigarh Admn.(U.T)
FINANCE DEPARTMENT PUNJAB
Deputy Secretary to Govt. Punjab, Finance (R) Department.
Chief Engineer (Rural Water Supply)
IRRIGATION BRANCH
Chief Engineer (Canals)
Chief Engineer (Drainage)
Chief Engineer (Govt. Works)
Issued under the Authority of
Where the cement and steel (except items No.18.9, 18.10, 18.11, 18.12, 18.19, 18.20, 18.23,
18.25, 18.28, 18.30 & 18.32) are arranged by the contractor at their own cost, 10% contractor
profit may be added for these items.
The rates for all the chapters (except item No 18.9, 18.10, 18.11, 18.12, 18.19, 18.20, 18.23,
18.25, 18.28, 18.30 & 18.32) are based on cement & steel to be issued from the Govt. store with
3% storage charges, hence no contractor's profit have been provided on cost of cement &
steel.
Chief Engineer (Plan Roads)
Chief Engineer (Electrical)
Chief Engineer (Lining)
Chief Engineer Ranjit Sagar Dam (Design)
CAPITAL PROJECT CHANDIGARH ADMN.
Chief Engineer.
MEMBER SECRETARY
ACCOUNTANT GENERAL, PUNJAB
Superintending Engineer, P.W.D. B&R
Schedule of Rates Cell, Patiala.
SPECIAL INVITEE
Senior Deputy Accountant, General, Punjab.
BHAKRA BEAS MANAGEMENT BOARD
Any Technical Head of Semi Govt.
Undertaking/Organisation/Corporation.
Sr. No. Description
1 Erratta to the Common Schedule of Rate 1987 Printed on Page (a) to (i)
2 A&C Slip No. 1 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 152-280/SRC Dt. 12.02.87.
3 A&C Slip No. 2 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 397-430/SRC Dt. 27.03.87.
4 A&C Slip No. 3 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 466-505/SRC Dt. 27/28.04.87.
5 A&C Slip No. 4 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 769-887/SRC Dt. 24.06.87.
6 A&C Slip No. 5 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 940-1074/SRC Dt. 17/21.07.87.
7 A&C Slip No. 6 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 1143-1280/SRC Dt. 12.11.87.
8 A&C Slip No. 7 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 1341-1480/SRC Dt. 22.12.87.
9 A&C Slip No. 8 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 357-515/SRC Dt. 03/04.05.88.
10 A&C Slip No. 9 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 106-240/SRC Dt. 24.04.89.
11 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.
12 A&C Slip No. 11 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 612-800/SRC Dt. 21.08.90.
13 A&C Slip No. 12 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 699-844/SRC Dt. 24/25.06.93.
14 A&C Slip No. 13 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 950-984/SRC Dt. 20.08.93.
15 Amendment to A&C Slip No. 13 vide Chief Engineer, Punjab, PWD B&R
Branch, Patiala vide Memo No. 48-82/SRC Dt. 18.03.94.
VARIOUS ADDENDA AND CORRIGENDA TO COMMON SCHEDULE OF
RATE 1987 ISSUED BY CHIEF ENGINEER, PUNJAB, PWD B&R PATIALA IN
CORPORATED IN CSR 1987 RE-PRINT
Sr. No. Description
16 Amendment to A&C Slip No. 13 vide Chief Engineer, Punjab, PWD B&R
Branch, Patiala vide Memo No. 387-415/SRC Dt. 02.06.94.
17 A&C Slip No. 14 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 222-250/SRC Dt. 19/21.04.94.
18 A&C Slip No. 15 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 605-714/SRC Dt. 12.08.94.
19 A&C Slip No. 16 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 722-869/SRC Dt. 15.09.94.
20 Amendment to A&C Slip No. 5 vide Chief Engineer, Punjab, PWD B&R Branch,
Patiala vide Memo No. 1742-1771/SRC Dt. 27.09.95.
21 Amendment to A&C Slip No. 13 vide Chief Engineer, Punjab, PWD B&R
Branch, Patiala vide Memo No. 1585-1741/SRC Dt. 28.09.95.
22 A&C Slip No. 17 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 450-605/SRC Dt. 13.12.96.
23 A&C Slip No. 18 & 19 issued vide Chief Engineer, Punjab, PWD B&R Branch,
Patiala vide Memo No. 71-228/SRC Dt. 20/24.02.98.
24 A&C Slip No. 20 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 951-1112/SRC Dt. 26.11.98.
25 Amendment to A&C Slip No. 13 vide Chief Engineer, Punjab, PWD B&R
Branch, Patiala vide Memo No. 57-82/SRC Dt. 01.04.99.
26 A&C Slip No. 21 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 2-153/SRC Dt. 24.09.2003.
27 A&C Slip No. 22 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 158-318/SRC Dt. 17.11.2003. (Relates to Punjab, PWD
Specifications)
28 A&C Slip No. 23 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 325-485/SRC Dt. 05.02.2004. (Relates to Punjab, PWD
Specifications)
29 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, PWD
Specifications)
30 A&C Slip No. 25 issued vide Chief Engineer, Punjab, PWD B&R Branch, Patiala
vide Memo No. 1697-1758/CSR Dt. 10.12.2008.
(i)
(ii)
(iii)
(iv)
(v)
(vi)
Sr. No. Description Unit All inclusive
Wages1 2 3 4
1.1 Air-Conditioner/Refrigerator Mechanic Per Day 38.50
1.2 Bajri Spreader (Tarring Work) Per Day 19.00
1.3 Bandhani Per Day 19.00
1.4 Bar Bender Per Day 27.00
1.5 Barryman (Crowbar Man) Per Day 20.50
1.6 Bellow boy Per Day 15.00
1.7 Bhisti with Mushak Per Day 21.50
1.8 Bill Distributor Per Day 17.50
1.9 Blacksmith (Ist Class) Per Day 35.00
1.10 Blacksmith (2nd Class) Per Day 30.00
1.11 Blaster Per Day 21.50
1.12 Boat on hire (Capacity not less than 4 with boat man) Per Day 42.00
1.13 Breaker (Hole driller) Per Day 19.00
1.14 Brick Layer (Ist Class) Per Day 40.00
1.15 Brick Layer (2nd Class) Per Day 30.00
1.16 Bucketman (Tarring work) Per Day 19.00
The Chief Engineer of a branch, shall have full powers to authorise any increase in the labour
wages for departmental work for any length of time in any particular locality.
These rates are exclusive of contractor's profit and overheads and are exclusive of the wages for
weekly day of rest.
The labour rates taken in this chapter are as per prevailing market rates as on Ist January, 1985.
In the case of excavation of earth work departmentally by employing labour on Muster Rolls, the
out put by female mazdoor may be taken as 10% less than that by male mazdoor. The extra
expenditure on account of this may be charged to the work concerned.
CHAPTER NO. 1
DAILY WAGES
The wages given below have been adopted for analysing the rates of various items of works.
For employment of departmental labour on Muster Rolls, the rates given below may be considered
as maximum rates upto which an Executive Engineer can authorise employment of labour. If in a
certain locality, prevailing conditions, necessitate payment on higher rates of wages, the
Superintending Engineer shall increase the rates suitably upto maximum of 50% above these
rates. This increase in rates shall be for a specified period not exceeding 3 months after which the
rates shall be reviewed again and revised downwards if the conditions so warrant.
Page 1 CSR-1987 [Re-print]
Sr. No. Description Unit All inclusive
Wages1 2 3 4
1.17 Bullocks Pair excluding Attendant Per Day 46.00
1.18 Bullocks Pair including Attendant Per Day 62.00
1.19 Camel excluding Camel man Per Day 19.50
1.20 Camel man Per Day 17.50
1.21 Cane man Per Day 21.50
1.22 Carpenter (Ist Class) Per Day 40.00
1.23 Carpenter (2nd Class) Per Day 30.00
1.24 Chik Maker Per Day 21.50
1.25 Chowkidar Per Day 16.00
1.26 Cleaner all types Per Day 17.50
1.27 Distemperer (Ist class) Per Day 26.75
1.28 Distemperer (2nd class) Per Day 21.50
1.29 Donkey local excluding Donkeyman Per Day 11.00
1.30 Donkeyman Per Day 16.00
1.31 Dresser for earth work Per Day 21.00
1.32 Dresser through contractor Per Day 22.00
1.33 Driller for blasting Per Day 21.00
1.34 Hole Driller Per Day 19.00
1.35 Driver Jeep/Tractor/Truck Per Day 26.75
1.36 Driver for pile work Per Day 26.75
1.37 Electrician Per Day 30.00
1.38 Electrical/Mechanical/Chargeman Per Day 35.00
1.39 Erector Per Day 19.00
1.40 Excavator (Hole Driller) Per Day 21.50
1.41 Fireman Per Day 15.50
1.42 Fitter, Mazdoor Per Day 17.50
1.43 Fitter and Turner (Ist Class) Per Day 26.75
1.44 Fitter and Turner (2nd Class) Per Day 21.50
Page 2 CSR-1987 [Re-print]
Sr. No. Description Unit All inclusive
Wages1 2 3 4
1.45 Fitter Pipe (Ist Class) Per Day 30.00
1.46 Fitter Pipe (2nd Class) Per Day 25.00
1.47 Floor Polisher Per Day 21.50
1.48 Frash Per Day 19.00
1.49 Greazer Per Day 17.50
1.50 Glazier (Glassman) Per Day 21.50
1.51 Grinder (for rubbing) Per Day 19.00
1.52 Guttiman Per Day 19.00
1.53 Hammer Man Per Day 19.00
1.54 Handle Man (Tarring work) Per Day 19.00
1.55 Head Mali Per Day 19.00
1.56 Head Survey Khalasi Per Day 19.00
1.57 Jumper man Per Day 19.00
1.58 Ledger Keeper Per Day 26.75
1.59 Lineman (Ist Class) Per Day 20.50
1.60 Lineman (2nd Class) Per Day 19.00
1.61 Mali Hedge Cutter Per Day 16.00
1.62 Mate, Earth work Per Day 19.00
1.63 Mason for plaster of paris work (Ist Class) Per Day 30.00
1.64 Mazdoor Boy (Not less than 14 years) Per Day 12.75
1.65 Mazdoor (Through Contractor) Per Day 16.75
1.66 Mazdoor (Skilled) Per Day 17.50
1.67 Mazdoor (Un-skilled) Per Day 16.00
1.68 Mazdoor (Woman) Per Day 16.00
1.69 Mechanic for Vehicles etc. Per Day 21.50
1.70 Mochi Per Day 19.00
1.71 Moulder Per Day 30.00
1.72 Mucker Per Day 17.50
Page 3 CSR-1987 [Re-print]
Sr. No. Description Unit All inclusive
Wages1 2 3 4
1.73 Mucker Jamadar Per Day 19.00
1.74 Oil Man Per Day 17.50
1.75 Operator, Concrete mixture Per Day 26.75
1.76 Operator, mixaul Per Day 26.75
1.77 Operator Pump Per Day 26.75
1.78 Operator, Quarry Per Day 19.00
1.79 Operator, Road Roller Per Day 26.75
1.80 Operator, Screen Per Day 29.50
1.81 Painter and Paper Hanger (Ist Class) Per Day 26.75
1.82 Painter and Paper Hanger (2nd Class) Per Day 21.50
1.83 Pipe Line Petrolman Per Day 17.50
1.84 Plasterer (Ist Class) Per Day 40.00
1.85 Plasterer (2nd Class) Per Day 30.00
1.86 Plumber (Ist Class) Per Day 35.00
1.87 Plumber (2nd Class) Per Day 35.00
1.88 Sewer helper/Sewerman Per Day 19.00
1.89 Spirit Polisher Per Day 26.75
1.90 Spray (for Tar, Bitumen, etc.) Per Day 19.00
1.91 Stone Chisler with Cutter (Ist Class) Per Day 26.75
1.92 Stone Cutter (Ist Class) Per Day 26.75
1.93 Stone Cutter (2nd Class) Per Day 21.50
1.94 Stone Mason (Ist Class) Per Day 40.00
1.95 Stone Mason (2nd Class) Per Day 30.00
1.96 Survey Khalasi Per Day 19.00
1.97 Sweeper Per Day 16.00
1.98 Tailor Per Day 21.50
1.99 Tarring Mate Per Day 19.00
1.100 Terrazo Finisher with Machine Per Day 46.00
Page 4 CSR-1987 [Re-print]
Sr. No. Description Unit All inclusive
Wages1 2 3 4
1.101 Terrazo finisher with hand Per Day 19.00
1.102 Thatcher Per Day 20.00
1.103 Up-Holsterer (Ist Class) Per Day 26.75
1.104 Up-Holsterer (2nd Class) Per Day 21.50
1.105 Welder Per Day 26.75
1.106 Well Sinker Per Day 38.50
1.107 White Washer or Colour Washman Per Day 21.50
1.108 Wireman (Ist Class) Per Day 20.50
1.109 Wireman (2nd Class) Per Day 19.00
1.110 Work Munshi Per Day 26.75
Page 5 CSR-1987 [Re-print]
CHAPTER NO. 2
MONTHLY WAGES
Entire Chapter Deleted
Page 6 CSR-1987 [Re-print]
(i)
(ii)
(a)
(b)
(iii)
(iv)
(v)
(vi)
(vii)
(viii)
(ix)
(x)
(xi)
Sr.
No.
Unit Chandi-
garh,
Panchkula,
Devinagar,
Surajpur
quarry
Pathankot
Mamoon
quary
Damtal
quarry
All
Dadri
quarry
Zirakpur
quarry
Bharatg
arh
quarry
1 3 4 5 6 7 8 9
3.1
(a)
(i) 75 mm nominal size. Cum 43 29 ---- ---- ---- ----
(ii) 63 mm nominal size. Cum 45 31 ---- ---- ---- ----
Deleted
Crushed Stone (one size) -
CHAPTER NO. 3
MATERIALS
All the rates in this chapter are for materials at the source except where specified otherwise.
Deleted
Notes :-
In the rates given below, royality has been included as follows :-
The rates for portland cement-vide item No.3.18 is for analysis and not for the purpose of issuing
cement to contractors. The issue rate for cement shall be fixed by Executive Engineer after taking
into account any extra Lead involved from Railway Station.
Stone or Kankar Rs. 3.00 per cum. or part thereof,
The rates are for the purpose of analysing the rates and not for obtaining supplies from market which
shall be obtained after calling tenders or quotations. In case of bricks and tiles, the tendered rates
shall not be more than controlled rates fixed by the Deputy Commissioners of the respective districts.
Bajri and other Materials Rs. 0.70 per cum. or part thereof,
Aggregates :-
The rates for items No. 3.14 include the cost of Land and Water. In cases where Land and Water is
given by Government free of cost, the rates shall be suitably reduced.
Description of Item
2
Two classes of paints have been provided viz. the ordinary quality paints and special quality paints.
The paints, which are available on the rate contract of the Controller of Stores, Punjab, come under
the category of ordinary quality. The special quality paints will be first quality paints manufactured by
reputed firms like Nerolac, Asian, Berger, J&N, ICI or equivalent, approved by the Engineer-in-
Charge. Normally, in this category, will be included special paints, which have been manufactured by
the firm of a long standing and repute, whose products have proved to be of special quality, by actual
use, on some works. Special quality paint shall be used only, when these are specially provided in
the technically sanctioned estimates.
The rates in this chapter are inclusive of all octroi charges, toll tax, sales tax & other local taxes.
Deleted
While making measurements for payment purposes, suitable deduction shall be made for voids to
accounts for loose stacking of aggregates/boulders as stipulated in the relevant specification.
Page 7 CSR-1987 [Re-print]
Sr.
No.
Unit Chandi-
garh,
Panchkula,
Devinagar,
Surajpur
quarry
Pathankot
Mamoon
quary
Damtal
quarry
All
Dadri
quarry
Zirakpur
quarry
Bharatg
arh
quarry
(iii) 50 mm nominal size. Cum 54 39 ---- ---- ---- ----
(iv) 40 mm nominal size. Cum 58 43 ---- ---- ---- ----
(v) 25 mm nominal size. Cum 57 50 ---- ---- ---- ----
(vi) 20 mm nominal size. Cum 55 41 ---- ---- ---- ----
(vii) 12/12.50 mm nominal size. Cum 57 42 39 74 60 62
(viii) 10 mm nominal size. Cum 58 53 49 85 62 64
(b)
(i) 75 mm nominal size. Cum 40 31 ---- ---- 47 ----
(ii) 63 mm nominal size. Cum 42 29 ---- ---- 45 ----
(iii) 50 mm nominal size. Cum 46 36 ---- ---- 50 ----
(iv) 40 mm nominal size. Cum 50 41 ---- ---- 54 ----
(v) 25 mm nominal size. Cum 52 39 ---- ---- 56 ----
(vi) 20 mm nominal size. Cum 52 39 ---- ---- 56 ----
(vii) 12/12.50 mm nominal size. Cum 65 41 ---- ---- 59 ----
(viii) 10 mm nominal size. Cum 66 50 ---- ---- 69 ----
(c)
(i) 50mm–20mm size grade-III. Cum 51 39 37 28 51 ----
(ii) 63mm–40mm size grade-II. Cum 49 35 34 25 49 ----
(iii) 90mm–40mm grade-I. Cum 48 36 28 23 48 ----
(d)
(i) Coarse aggregate (40 mm). Cum 53 40 42 ---- ---- ----
(ii) Key aggregate (12.5 mm). Cum 57 42 39 74 60 62
(e)
(i) Type-A (6mm). Cum 61 56 52 88 65 67
Crushed aggregate (For mix seal
surfacing).
Water borne stone aggregate (one
size) -
Materials for buildings and Road
works.
Description of Item
Crushed stone aggregate (For built
up Spray Grout)
Crushed stone aggregate (For water-
bound Macadam) -
Page 8 CSR-1987 [Re-print]
(ii) Type-B (10mm). Cum 58 53 49 85 62 64
Sr.
No.
Unit Chandi-
garh,
Panchkula,
Devinagar,
Surajpur
quarry
Pathankot
Mamoon
quary
Damtal
quarry
All
Dadri
quarry
Zirakpur
quarry
Bharatg
arh
quarry
1 3 4 5 6 7 8 9
(f)
(i) 50 mm thick Grade-A (25 mm). Cum 57 49 46 ---- ---- ----
Grade-B (20 mm). Cum 55 47 44 ---- ---- ----
(ii) 75 mm thick Grade-A (40 mm). Cum 53 46 42 ---- ---- ----
Grade-B (25 mm). Cum 57 49 46 ---- ---- ----
Sr.
No.
Unit Rate
1 3 4
(g) (I) Stone ballast from quarried
stone-
(i) Size 40 mm gauge. Cum 44.00 ---- ---- ---- ---- ----
(ii) Size 25 mm gauge. Cum 50.00 ---- ---- ---- ---- ----
(iii) Size 20 mm gauge. Cum 55.00 ---- ---- ---- ---- ----
(II) Stone ballast from boulder
stone-
(i) Size 40 mm gauge. Cum 40.00 ---- ---- ---- ---- ----
(ii) Size 25 mm gauge. Cum 45.00 ---- ---- ---- ---- ----
(iii) Size 20 mm gauge. Cum 50.00 ---- ---- ---- ---- ----
(h)
Cum 11.00 ---- ---- ---- ---- ----
(i)
(i) Size 40 mm gauge. Cum 23.00 ---- ---- ---- ---- ----
(ii) Size 25 mm gauge. Cum 27.00 ---- ---- ---- ---- ----
(iii) Size 20 mm gauge. Cum 37.00 ---- ---- ---- ---- ----
(j)
Cum 4.00 ---- ---- ---- ---- ----
(k)
Cum 4.00 ---- ---- ---- ---- ----
(l)
Cum 3.00 ---- ---- ---- ---- ----
Screening , Stone ballast, shingle or
kankar (Labour only).
Crushed stone aggregate (For
bituminous Macadam) -
Stone ballast or Bajri washing (Labour
only).
Extra for quarring or excavation more
than 15 cm. deep for (b).
Stones breaking into spalls, size 75
mm.
Stones breaking into ballast
(excluding screening and washing)-
Description of Item
2
Description of Item
2
Page 9 CSR-1987 [Re-print]
Sr.
No.
3.2 (i)
(ii)
(iii)
(iv)
(v)
3.3
3.4
(i)
(a)
(b)
(c)
(ii)
(a)
(b)
(c)
(d)
(iii)
(a)
(b)
(iv)
(v)
(vi)
(vii)
(viii)
(ix)
(x)
(xi)
RateDescription of Item Unit
Rain water pipe 100mm dia.
Eaves filler piece.
Plain bend 100mm dia.
Swan neck 100mm dia.
Each 26.00
Each
Each
28.00
18.00
18.00
Each
Each
Ridges 1.10 metre Long.
Valley gutters 45 cm x 12.5 cm x 15 cm in 2 metre Length. Each
Pair
84.00
47.00
Semi Corrugated sheets 6mm thick.
Semi Corrugated sheets 7mm thick.
Plain sheets -
56.00
65.00
53.00
Sqm 5 mm thick. 46.00
54.00
57.00
6 mm thick.
Corrugated sheets -
Corrugated sheets 6mm thick.
Corrugated sheets 7mm thick.
Sqm
Sqm
Sqm
Sqm
60.00
Ash.
Sqm
Asbestos cement products except pipes at site of work.
Plain ceiling boards -
4 mm thick. 37.00
44.00
41.00
KgAluminium strip 25mm.
Aluminium plain strip edging 57mm x 12mm x 3mm. Kg
Aluminium plain strip edging 38mm x 12mm x
3mm.
17.00
Hexagonal rain water head 33cm x 24cm.
Shoe 100mm dia.
Aluminium strip 40mm wide 2mm thick. Kg
Metre 26.00
Sqm
Sqm Plain sheets 4mm thick. 38.00
Plain sheets 6mm thick. Sqm
40.00
Kg 43.00
Cum 12.00
KgAluminium strip 10mm.
40.00
Page 10 CSR-1987 [Re-print]
Sr.
No.
1
(xii)
(xiii)
(xiv)
3.5
(I)
(a)
(b)
(c)
(II)
(a)
(b)
(c)
3.6
(i)
(ii)
3.7
3.8
3.9
(a)
(i)
(ii)
(b)
(i)
(c)
(i)
(ii)
(iii)
3210.00
Sqm
Sqm
Bitumen felt, Fibre base, self finished type-2 grade-I.
Bitumen felt, Hession base, self finished type-3
grade-I.
Score
Kg
80-100 grade.
Blown bitumen -
114.00
Bamboo :-
25mm dia, 2.5m long.
25mm dia, 3m long.
Bees Wax.
Bhusa.
Score
Deodar -
100 mm dia. 13.00
44.00
125 mm dia.
150 mm dia.
Sal/Kail Ballies -
28.00Metre
103.00
100 mm dia.
Metre
Metre
Metre 26.00125 mm dia.
18.00
21.00
18.00
North light adjustable ridge 1.22m long.
North light ventilator curves.
64.00
90.00
Ballies :-
Pair
Each
Each 306.00Roof light 1.83 metre long.
Description of Item
2 3 4
Unit Rate
21.00
22.00
Straight run bitumen -
30-40 penetration. Tonne 3080.00
R 85/25 Grade.
Tonne
Tonne 3210.00
Bitumen and bitumen products :-
Metre
Quintal
Bitumen felt, Hession base, self finished upto 3,
grade-II. Sqm 32.00
Metre
16.00
150 mm dia.
Felts -
Page 11 CSR-1987 [Re-print]
Sr.
No.
3.10
(a)
(i)
(ii)
(b)
(i)
(ii)
(iii)
(iv)
(c)
(i)
(ii)
(iii)
3.11
(i)
(a)
(b)
(c)
(ii)
(a)
(b)
(c)
(iii)
(a)
(b)
(c)
73.00
101.00
9mm. 56.00
20.00Sqm
Description of Item Unit
Sqm
Standard quality hard board sheets.
3mm thick.
Boards :-
12mm.
19mm.
Rate
31.004.5mm thick. Sqm
12mm. Sqm
Sqm
Insulation Board Natural colour.
Sqm
Sqm
18mm.
25mm.
Particle Boards
Sqm
Sqm 146.00
23.00
Boulders including digging & collections including royality
Malkana etc.
84.00
101.00
162.0025mm.
Boulders
Lohand Khud.
Cum
Cum
Cum
22.00
26.50
39.00
40.50
39.00
Cum
Cum
Cum
Cum
Lohand Khud.
Stone boulders 20 Kg. & above upto 40 Kg.
CumSurajpur Quarry. 46.00
Cum
Stone boulders upto 20 Kg.
Surajpur Quarry.
Madhopur Quarry.
Madhopur Quarry.
Surajpur Quarry.
Madhopur Quarry.
Stone boulders above 40 Kg.
26.50
CumLohand Khud.
47.50
46.00
Page 12 CSR-1987 [Re-print]
Sr.
No.
3.12
(a)
(i)
(ii)
(iii)
(b)
3.13
(i)
(ii)
(iii)
(iv)
3.14
(a)
(i)
(ii)
(iii)
(b)
(i)
(ii)
(iii)
(c)
(d)
(i)
Per cm. Width
4.00
3.00
40mm.
Description of Item Unit Rate
Each
11.00
16.00
Cum
Cum
Breaking ballast from brick bats (including stacking)
25mm.
20mm.
Extra for breaking from Jhama bricks.
Cum
Cum
Katool Brushes (size 250mm x 63mm) of 75mm
Coir raised and fixed in wooden case complete in all
respects).
Painting brushes (Superior Quality).
Hard wire brushes (14 gauge) size 200mm x 63mm
x 40mm wires raised & fixed in wooden case
complete in all respects.
24.00
3.00
Each 4.00
Brushes :--
Bricks:-
4.00
Soft brushes (size 225mm x 63mm) with 63mm
raised hair fixed in wooden case complete in all
respects. Each
Bricks 22.86cm x 11.11cm x 6.83cm actual hand moulded
at kiln site.
418.001000 Nos.First class.
1000 Nos. 616.00
Tiles 30.48cm x 15.24cm x 5.08cm actual for
roofing/flooring and canal lining Hand moulded at kiln site
First Class
370.00
1000 Nos.Bricks (Sundried) at kiln site. 99.00
1000 Nos.
1000 Nos.
1000 Nos.
Bricks Modular (19cm x 9cm x 9cm) actual hand moulded
at kiln site
First class. ----
Second class.
Third class.
----
Second class.
Third class.
----
1000 Nos.
273.001000 Nos.
Page 13 CSR-1987 [Re-print]
(e)
Sr.
No.
(i)
(f)
(i)
(g)
3.15
3.16
(i)
(ii)
(iii)
(iv)
(v)
3.17
3.18
(a)
(b)
3.19
3.20
Sr.
No.
Unit
3.21
(a)
(i) 125mm x 75mm x 4mm. Ten
Nos.
(ii) 100mm x 75mm x 4mm. Ten
Nos.
(iii) 75mm x 40mm x 3.2mm. Ten
Nos.
(b)
34.00
Butt Hinges
11.00
38.00
87.00
Mild steel fitting
44.00
White cement including bag at P.W.D. Godown. Per bag of 50 Kg.
46.00
Description
203.00Carborandum stone 100mm x 50mm x 50mm.
Cast iron rain water pipe & fitting at site of work :-
Ten Nos.
H.C.I. soil pipe 100mm dia ISI mark.
Celotax sheeting at site of work (½ inch) 12mm thick.
Cement
C.I. Rain water pipe (Non pressure) 100mm dia. Metre
Each
Handles
Cum
M.T.
Metre
28.00
Per bag of 50 Kg.
C.I. shoe 100mm dia.
Brick bats from well burnt or burnt bricks.
52.00
62.00
Portland Pozzolanna cement including bag at
P.W.D. godown.
Modular brick tiles 19cm x 9cm x 4cm actual for roofing,
flooring, tile masonary and canal lining at kiln site
1000 Nos. 588.00
Cum 41.00
First Class
First Class 579.001000 Nos.
Cinder 12.5mm nominal size screened at site (I.S. 2686-
1977).
1232.00Steam coal.
Chromium
plated fitting
Anodized aluminium
Matt finish
39.00
25.00
10.00
17.00
10.00
25.00
Rate
Tiles 22.86cm x 11.43cm x 3.81cm actual for roofing,
flooring, tile masonary and canal lining at kiln site
Each
60.00
Metre
H.C.I. rain water pressure 100mm dia.
C.I. head 100mm dia.
Description of Item Unit
348.00
30.00
Sqm
Page 14 CSR-1987 [Re-print]
(i) 125mm with plate
175mmx32mm.
Ten
Nos.
Sr.
No.
Unit
(ii) 100mm with plate
150mmx32mm.
Ten
Nos.
(iii) 75mm with plate
125mmx32mm.
Ten
Nos.
(c)
(i) 150mm. Ten
Nos.
(ii) 115mm. Ten
Nos.
(iii) 90mm. Ten
Nos.
(d)
Each
(e)
(i) 300mmx16mm. Each
(ii) 250mmx16mm. Each
(f)
(i) 250mmx10mm. Each
(ii) 280mmx10mm. Each
(iii) 150mmx10mm. Each
(iv) 100mmx10mm. Each
(g)
3.22
(A)
(i)
(ii)
(iii)
(iv)
Sqm
Sqm
30mm thick.
25mm thick. 353.00
10.00
6.00
8.00
7.00
3.00
9.00
8.00
2.00
14.00
11.00
10.00
----
28.00
22.00
22.009.00
21.00
19.00
18.00
72.00
52.00
67.00
58.00
48.00
90.00112.0052.00
409.00
46.00Commercial ply wood 4mm thick 3 ply at site of work.
Flush Door
Block Board Construction.
Teak wood Ply on Both faces
40mm thick.
35mm thick.
Tower Bolts (Barrel type)
25.00
Rate
58.00
48.00
45.00 56.00
78.00
67.00
31.00
111.00
Sqm
Description Anodized aluminium
Matt finish
Chromium
plated fitting
Mild steel fitting
Hasps & staples (Safty type)
Kicking plate 50cm long 100mm x
3.15mm.
Sliding door bolts -
6.00
4.00
12.00
392.00
367.00Sqm
Sqm
Unit
Page 15 CSR-1987 [Re-print]
(B)
(i)
Sr.
No.
(ii)
(iii)
(iv)
(C)
(i)
(ii)
(iii)
(iv)
3.23
3.24
3.25
3.26
3.27
3.28
(i)
(ii)
(iii)
(iv)
(v)
(vi)
(vii)
3.29
(a)
(i)
(ii)
(iii)
(b)
50mm wide 4mm thick.
40mm wide 3mm thick.
32mm wide 3mm thick.
25mm wide 3mm thick.
3mm thick (8.44 Kg./sqm.)
3.00
Glass strips
4mm thick 40mm deep.
6mm thick 40mm deep.
25mm wide 4mm thick.
2.00
2.00
Sqm 190.00
Tonne 12500.00
70.00
Qtl.
Commercial Ply on one face & Teak Surface on other surface
40mm thick.
35mm thick.
30mm thick.
30mm thick.
Rate
224.00
Unit
Commercial Ply on Both faces
40mm thick.
Each
Sqm
52.00
129.00
35mm thick.
4mm thick (10.75 Kg./sqm.)
Frosted
Sqm 77.00
Sqm 40.00
Glass panes at site of work
Plain
2mm thick (5.18 Kg. per sqm.)
Metre
Metre
Metre
1.75
1.63
1.40
Metre
Metre
Metre
682.00
4.00
Galvanised, iron sheet (0.80mm) plain or corrugated at site of work.
Sqm
Sqm
Galvanised iron wire at site of work 4mm.
Glass Block (20x20x10cm).
Glass Sheet (wired) 6mm thick.
25mm thick.
Fuel wood.
230.00
207.00
Sqm
Sqm
Sqm
250.00
241.00
213.00Sqm
Sqm 252.00
25mm thick.
Metre
58.00
Description of Item
Sqm
Qtl.
Page 16 CSR-1987 [Re-print]
(i)
(ii)
Sr.
No.
(iii)
(c)
3.30
3.31
3.32
3.33
3.34
(i)
(ii)
(iii)
3.35
3.36
3.37
(i)
(a)
(b)
(ii)
(iii)
(iv)
3.38
3.39
(i)
(ii)
(iii)
(iv)
(v)
Burnol 100 gms.
Compressor oil
Crude oil
Distilled water
Grease loose
Per Ltr. 9.00
Per Kg. 17.00
Per Bottle 4.00
Linoleum plain coloured at site of work 3.20mm thick.
Lubricants
Per tube 8.00
Per Ltr. 16.00
Qtl. 90.00Ground hydrated lime in bags at F.O.R destination.
123.00
F.O.R. destination station in wagon load.Qtl. 112.00
Kg. 14.00
6.00
1493.00Quintal
Hession cloth at site of work 1 metre width & weighing 400 gms per
meter.
Hirmachi.
40mm thick.
25mm thick.
Sqm
Sqm 32.00
27.00
50mm thick.
2.00
36.00
Per Kg.
Jali (Cement concrete)
Ironite.
4mm thick (10.75 Kg./sqm.)
Plate glass 5.50mm thick (Indian).
Metre
Sqm
Sqm 115.00
Glue.
Sqm 99.00
Qtl. 106.00
Qtl. 112.00
Sqm 62.00
Pre stacked lime (I.S. 1514).
Qtl.
Lime
White lime unslaked (stone or non hydraulic).
Delivered at site of work for small requirements up to 4 Qtl.
Sqm
Kankar including digging breaking & cleaning duly stacked at quarry
including royality. Cum
500.00Qtl.Khas (un washed).
25.00
54.00
2mm thick (5.18 Kg. per sqm.)
3mm thick (8.44 Kg./sqm.)
Sqm 58.00
Commercial dry lime (I.S. – 1514).
Unit RateDescription of Item
Page 17 CSR-1987 [Re-print]
(vi)
(vii)
Sr.
No.
(viii)
(ix)
(x)
(xi)
(xii)
(xiii)
(xiv)
(xv)
(xvi)
(xvii)
(xviii)
(xix)
(xx)
(xxi)
(xxii)
(xxiii)
3.40
(a)
(b)
(c)
3.41
3.42
(i)
(a)
(b)
(c)
(ii)
30mm thick.
40mm thick.
Bhanslana Black Marble
Sqm 690.00
Sqm 688.0025mm thick.
Marble slabs plain
Baroda green.
Marble piece for crazy floor 25mm to 32mm.
Qtl. 70.00
Qtl. 160.00
Mobile oil (¼ litre packing)
Petrol
Per tin 5.00
Per Ltr. 6.00
Per Kg. 8.00
Qtl. 69.00
Waste cotton
Marble chips 4.75 & down gauge -
Per Ltr. 15.00
Per tin 74.00
Mobile oil (Loose)
Mobile oil (5 litre packing)
Hydro brake fluid (½ litre packing)
Hydro brake fluid (¼ litre packing)
Kerosene oil (Superior)
Light diesel oil
18.00
Grease (2 Kg. packing) Per tin 35.00
Grease (1 Kg. packing)
Grease (½ Kg. packing)
Per tin 20.00
Description of Item Unit Rate
Per tin 11.00
Baroda Green Marble
Sqm 703.00
Qtl. 69.00
White & black.
Choclate grey or yellow.
per Kg. 19.00
Per cake 2.00
Sarson oil
Soap
15.00
Per tin 8.00
Mobile oil (1 litre packing)
Mobile oil (½ litre packing)
Per tin
Per tin 10.00
Per Ltr. 2.00
Per Ltr. 3.00
Per Ltr. 3.00
Per tin 38.00Hydro brake fluid (1 litre packing)
High speed diesel
Per tin
Page 18 CSR-1987 [Re-print]
(a)
(b)
(c)
Sr.
No.
(iii)
(a)
(b)
(c)
(iv)
(a)
(b)
(c)
(v)
(a)
(b)
(c)
(vi)
(a)
(b)
(c)
3.43
3.44 (i)
(ii)
3.45
(i)
(ii)
3.46
3.47
(i)
Metre 19.00
Each 20.00
Cramp
Cramp gun metal 25mm x 6mm x 300mm.
Metre 26.00
Munjban at site of work.
Muslin cloth for lining (1.5M wide).
Sqm 671.00
40mm thick.
Kg. 10.00
Sqm 611.00
25mm thick.
30mm thick.
40mm thick.
Jaselmer Yellow Marble
40mm thick.
Chittor Black Marble
Sqm 599.00
RateDescription of Item Unit
Sqm
40mm thick.
448.00
Sqm 728.00
Sqm 582.00
Sqm 579.00
Sqm 616.00
25mm thick.
Sqm 581.00
25mm thick.
30mm thick.
417.00
Metre 1.00Cotton.
Niwar
Each 15.00Cramp gun metal 15mm x 6mm x 165mm.
Each 2.00Copper pins 6mm dia 7.5 cm. long.
Sqm 565.00
25mm thick.
25mm thick.
30mm thick.
Pink Makrana Marble
Sqm 531.00
40mm thick.
White Makrana Slabs
Sqm 650.0030mm thick.
30mm thick.
Sqm 638.00
Sqm 527.00
Sqm
Muslin cloth for chicks (1.5M wide).
Page 19 CSR-1987 [Re-print]
(ii)
3.48
Sr.
No.
(a)
(i)
(ii)
(iii)
(iv)
(b)
(i)
(ii)
(iii)
(c)
(i)
(ii)
(iii)
(iv)
(v)
(vi)
(vii)
(viii)
(ix)
Spl. Ord.
(x) 39.00 26.00
(xi) - 10.00
Ready mixed exterior paint for metalic surface (in all shades).
Creosote.
Ready mixed exterior paint for plastered or concrete surface
(in all shades).
Litre
Litre
Litre 46.00
68.00
29.00
Unit
Anti corrosive odourless black bitumastic paint.
Litre 74.00
Methylated spirit, without container.
Litre
5.00
Litre 25.00
LitreTurpentine oil.
Paints
Anti corrosive bitumastic paint (Spl.).
Ready mixed emulsion paint for plastered or concrete surface
(in all shades).
Litre
Litre 15.00
Litre 26.00
Anti corrosive bitumastic paint (Ord.).
Litre
Litre 42.00Aluminium paints (Spl.).
Enamel for flooring all shades.
Litre 23.00
Aluminium paints (Ord.).
Linseed oil Raw
Linseed oil (Double boiled).
15.00
RateUnitDescription of Item
22.00
Litre 18.00
Qtl.
Litre 18.00
Litre 16.00
Type wood preservative other than solignum.
Paint remover (Thinner).
Exterior cement based decorative paint such as snow-cem,
Robbia-cem at site of work.
Oil
Litre 24.00
1470.00
Distempers of approved manufacture at site of work
Kg. 12.00
Kg.
Dry distempers (Non washable) in all shades.
Metre 2.00
Distempers
Nylon.
Paints, distempers, oil and primer etc.
Oil bound washable distempers in all shades.
Distemper primer.
Page 20 CSR-1987 [Re-print]
(xii) - 16.00
(xiii)39.00 26.00
Sr.
No. Spl. Ord.
(xiv)
(a) 55.00 38.00
(b) 46.00 -
(xv)
(a) 55.00 38.00
(b) 45.00 32.00
(xvi)
(a) 38.00 27.00
(xvii) 42.00 30.00
(xviii)
39.00 26.00
(xix) 30.00 18.00
(xx) - 21.50
(d)
(i) 18.00 -
(ii)
17.00 -
(iii) 19.00 -
(e)
(i) 30.00 21.00
(ii) 31.00 22.00
(iii) 29.00 20.00
(iv) 27.00 19.00
(f)
(i) 23.00 -
(ii) 71.00 -
Black synthetic enamel paint
Road marking paint (Spirit based black)
Litre
Kg.
Roofing red grey or green ready mixed paint for corrugated
sheets.
For concrete surface.
Roofing white ready mixed paint for corrugated sheets.
Litre
Litre
Litre
Litre
Litre
For asphalt surface.
Red lead genuine dry.
For concrete surface.
Road marking paint (Spirit based yellow)
For asphalt surface.
Description of Item
Unit
Solignum.
Ready mixed paint for wood work or wooden surface in all
shades.
Road marking paint white
Litre
Litre
Primers
Aluminium wood primer.
KgBlack red chocolate colours and dark shades.
Pigment
Litre
LitreFor concrete surface.
Litre
Litre
Cement primer.
Pink primer for wood.
Primer for metal.
LitreFrench spirit polish.
Kg
Kg
Litre
Red chocolate orange buff or yellow paint (Red oxide of iron)
Light shades.
Green or blue (Indian) medium shade.
Litre
Polish
LitreMansion polish (Ready made).
Page 21 CSR-1987 [Re-print]
(iii) 72.00 -
(g)
(i) 52.00 -
(ii) 13.00 -
Sr.
No.Spl. Ord.
(iii) 34.00 17.00
(iv) 33.00 -
(v) 14.00 -
(h)
(i)
(ii)
(iii)
(iv)
(v)
(vi)
3.49
(i)
(ii)
(iii)
(iv)
(v)
(vi)
3.50
(a)
(b)
(c)
(i)
Cum 9.00
Cum
Clean & screened sand including removal of over-burden of soil to
expose the sand quarry up to the depth of 30 cm, if necessary within
30 metres excluding washing but including royality.
Rolling shutter made of 80mm x 1.25mm machine rolled laths.
Top cover for rolling shutter. 70.00Metre
Sqm
11.00
20.00
179.00
Miscellaneous
Superior spare varnish.
Varnish interior or exterior.
Litre
Description of Item Unit
Acid resisting varnish.
Kg.
Litre
Varnish
Wax polish (Ready made).
Ordinary varnish.
Superior copal varnish.
Kg.
Tonne
Litre
Sqm
Rolling Shutter & its parts
Unit
Litre
Litre
Litre
Rate
118.00Each
56.00
Each 71.0027.5 cm. long wire spring, grade No.2 for rolling shutter.
kg.
Kg.
Kg.
Putty for wooden filler.
Putty for steel work.
Plaster of paris.
Caustic soda.
Coal tar.
Creosote oil.
10.00
-
10.00
56.00
8.00
Sand
Sqm
Exceeding 11.20 up to 16.80 sqm area of door Extra for
mechanical devices chain and cranked operation for operating
rolling shutters.
Cum 10.00
Clean and screened sand within 30 metres excluding washing but
including royality where removal of over-burden of Soil above 30 cm
depth is necessary.
Clean, sharp and coarse sand from the following quarries (including
royality etc.) :-
4.00
Ghaggar or Chandimandir.
Ball bearing for rolling shutters.
Exceeding 16.80 sqm area of door.
Page 22 CSR-1987 [Re-print]
(ii)
(iii)
(iv)
Sr.
No.
3.51
3.52
3.53
3.54
3.55
3.56
(a)
(b)
(c)
(d)
(e)
(f)
(g)
3.57
(a)
(b)
3.58
(a)
(i)
(ii)
(b)
(i)
31.00
Ten Nos. 20.00100mm x 100mm.
150mm x 150mm.
502.00
Joists
Plates
Qtl. 483.00 Square bars
Miscellaneous
Bars round different sizes
Channels
Flats
Description of Item Unit Rate
Spun Yarn.
White glazed tiles
Qtl. 497.00
6.00
Dozen 9.00
Kg. 12.00
Cum 15.00
Cum 15.00
Cum 25.00
Qtl. 45.00
Kg. 10.00
Sarkanda.
Sealing compound.
Steel
509.00
Qtl. 494.00
Mild steel tested at P.W.D. Godown -
Qtl. 491.00
Qtl.
Surkhi
Qtl.
Qtl. 505.00
Angles
Cum 119.00
Surkhi prepared from well burnt bricks, ground and Screened
at source.
Glazed colour tiles
106.00
Pozzolana Surkhi manufactured from clay in 50 Kg. bags (IS
1344-1968).
Tiles at site of work
150mm x 150mm.
Cum
Ten Nos.
Ten Nos. 30.00
Sand paper.
Badarpur near Delhi (Washed).
Jamna.
CumSand, washing.
Pathankot.
Page 23 CSR-1987 [Re-print]
(ii)
3.59
(a)
(i)
Sr.
No.
(b)
(i)
(ii)
(c)
(i)
(ii)
(d)
(i)
(ii)
(e)
(i)
(ii)
3.60
3.61
3.62
3.63
3.64
3.65
3.66
3.67
3.68
3.69
3.70
Blow Lamp (Hire charges). Per day 3.00
Bhusa Old. Qtl. 45.00
Cum 3860.00
36.00
Cum
Cum 4421.00
Cum 4480.00
In sleepers.
In planks.
Cheel
Timber at site of work
Sqm
Expanded metal 20mm x 60mm strands 3mm wide and 1.6mm
thick.
Deodar Wood
Description of Item Unit
Ten Nos. 19.00100mm x 100mm.
Cum 5932.00
Cum 3164.00
Rate
In sleepers .
5932.00
7987.00
Kail Wood
Sal Wood
Teak Wood
In sleepers .
In planks.
Cum 3800.00
In scantling.
In planks.
In planks.
In scantling. Cum
Sqm 30.00Wire Gauge 22 gauge 12x12 mesh of (140 G g auge) at site of work .
Cum 8099.00
1000 Nos. 10000.00
50 kg. 25.00
Sawing charges of wood.
Fire Bricks size 22.86cm x 11.11 cm x 6.83 cm.
Fire cement of fire clay.
Fuel Wood.
White lead.
Chalk Mitti.
Cum
Kg.
Qtl. 200.00
106.00
16.00
Ladder (Hire charges).
Qtl. 70.00
Per day 3.00
Page 24 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(v)
(vi)
(vii)
Sr.
No.
Unit Rate for
loading into
wagons,
Trucks or
boats within
15 metres
lead.
Rate for unloading
from wagons non-
tipping trucks or
boats including
clearing 1.5 metres
away from the Rail
or 6 metres away
from the water
edge and excluding
stacking unless
otherwise stated.
1 3 4 5
4.1
Cum. 3.00 1.75
4.2 Tonne 5.20 3.50
4.3 1000 Nos 7.00 7.00
4.4
(i) 30.48 cm x 15.24 cm x 5.08 cm 1000 Nos 8.50 8.50
CHAPTER NO. 4
LOADING AND UNLOADING
Description
Notes :-
The rates of loading, unloading and stacking shall also include the loading, unloading and stacking of
containers in which the materials are contained. For instance, if 100 tonnes of bitumen are loaded or
unloaded in 160/200 litres drums, the net weight of bitumen will be 100 tonnes and weight of the
drum will be over and above this weight. Nothing extra will be paid for the weight of the bitumen
drums which are supposed to be carried in addition to the bitumen with in the same rate.
The rates for unloading materials like sand, stone, ballast etc. from tipping wagons shall be reduced
by 50 per cent. There shall, however, be no reduction in rates for loading.
Bricks and tiles shall be properly stacked in vehicles and not dumped. While unloading these shall be
directly placed into stacks and not dumped on the ground and then stacked.
Stone (building or pitching) Sand, Fly Ash, Bajri, Shingle,
Spalls, Brick bats, Brick ballast and Stone metal.
Coal
Where the lead for loading and unloading is more than the lead specified in the following rates, this
should be paid at carriage rates (Chapter No. 5) for second and third chains of 30 metres length as
the case may be.
The following rates do not provide for any special arrangements such as provision of mechanical
equipment for loading purposes. The unloading of heavy machinery or consignments requiring crane
work or special arrangements, will be done departmentally or paid for on the merit of each case.
The rates for unloading metre gauge wagons will be 2/3rd the rates for broad gauge wagons where
the unit for measurements is specified as wagon.
While making measurements for loading, unloading or stacking suitable deductions shall be made to
account for voids in the loose stacking according to the factors mentioned in the relevent
specifications of materials as given in chapter No. 3 of the P.W.D specifications.
2
Bricks 22.86 cm. size (including stacking)
Tiles including stacking :-
Page 25 CSR-1987 [Re-print]
Sr.
No.
Unit Rate for
loading into
wagons,
Trucks or
boats within
15 metres
lead.
Rate for unloading
from wagons non-
tipping trucks or
boats including
clearing 1.5 metres
away from the Rail
or 6 metres away
from the water
edge and excluding
stacking unless
otherwise stated.
1 3 4 5
Description
2
(ii) 22.86 cm x 11.43 cm x 3.81 cm 1000 Nos 5.00 5.00
4.5 (a) Cement bags full including stacking upto 10 bags
height in jute bags. 100 Nos 30.00 30.00
(b) Cement bags full including stacking upto 10 bags
height in paper bags . 100 Nos 33.00 33.00
4.6 100 Nos 1.75 1.50
4.7
Tonne 6.00 5.50
4.8 Tonne 5.25 4.50
4.9
Tonne 10.00 8.00
4.10 (a) 200 Litres barrel full including stacking. Each 1.25 1.00
(b) Bitumen drums full including stacking . Each 1.00 0.75
4.11 Quintal 1.00 1.00
4.12 100 Nos 20.00 17.00
4.13
(a)
Tonne 30.00 30.00
(b) (i) Heavy above one tonne if crane or any other suitable
device is arranged by the Deptt. Tonne 8.00 8.00
(ii) Medium 0.50 Tonne to one Tonne. Tonne 15.00 15.00
(iii) Light under 0.50 Tonne Tonne 10.00 10.00
4.14 Tonne 10.00 10.00
4.15
Small packages of store upto one quintal including stacking.
Timber sleepers (Standard sizes and by manual Labour)
Packages containing material :-
Rails with fastenings
Ballies :-
Empty Cement bags including stacking.
White (or non-hydraulic) lime or kankar ( or Hydraulic) lime
in bags including stacking.
White lime or kankar lime in bulk.
M.S. Bars, structural steel G.I. pipes and specials, C.I.
manhole covers, steps and other castings and other
ancillary items like lead, hemp-yarn etc. including stacking.
Heavy above one tonne if crane or any other suitable device
is arranged by the contractor.
Page 26 CSR-1987 [Re-print]
Sr.
No.
Unit Rate for
loading into
wagons,
Trucks or
boats within
15 metres
lead.
Rate for unloading
from wagons non-
tipping trucks or
boats including
clearing 1.5 metres
away from the Rail
or 6 metres away
from the water
edge and excluding
stacking unless
otherwise stated.
1 3 4 5
Description
2
(i) Less than 20 cm girth at centre, 4 metres to 6 metres
long. 100 Nos 11.00 10.00
(ii) 20-35 cm girth at ce ntre, 6 to 9m long. 100 Nos 15.00 12.00
(iii) 35-50 cm girth at centre, 6 to 10.5 m long. 100 Nos 20.00 15.00
4.16
(i) In Trucks Truck
Load 12.00 12.00
(ii) In wagons (broad gauge) Wagon
Load 32.00 32.00
(iii) In bogies (broad gauge) 8 Wheeled
Bogie load 64.00 64.00
4.17
Cum. 5.00 5.00
4.18 100 Nos 7.00 7.00
4.19
100 Nos 14.00 14.00
4.20
(i) Upto 300mm i/dTonne 10.00 7.75
(ii) Exceeding 300 mm but upto 450 mm i/dTonne 20.00 15.50
(iii) Exceeding 450 mm but upto 600 mm i/dTonne 30.00 23.25
4.21Tonne 10.00 7.75
4.22Tonne 10.00 7.75
4.23Tonne 10.00 7.75
4.24Tonne 10.00 7.75
Shutterings :-
Asbestos cement pipes.
Stone ware pipes.
Stone sets into or from wagons, trucks or boats including
stacking within one chain of the unloading point.
Petrol 10 litre tins including checking and weighing.
Kerosene oil or petrol 20 litre tins including checking and
weighing.
Cast iron/RCC Pipes :-
PVC pipes
H.D.P.E, pipes.
Page 27 CSR-1987 [Re-print]
Sr.
No.
Unit Rate for
loading into
wagons,
Trucks or
boats within
15 metres
lead.
Rate for unloading
from wagons non-
tipping trucks or
boats including
clearing 1.5 metres
away from the Rail
or 6 metres away
from the water
edge and excluding
stacking unless
otherwise stated.
1 3 4 5
Description
2
4.25
Cum. 2.00
4.26Cum. 2.00
4.27 Tonne 1.50
4.28 Cum. 1.50
4.29 1000 Nos 5.00
4.30
(i) 30.48 cm x 15.24 cm x 5.08 cm 1000 Nos 6.50
(ii) 22.86 cm x 11.43 cm x 3.81 cm 1000 Nos 4.00
4.31 100 Nos 12.00
4.32 (a) Empty cement bags stacking. 100 Nos 0.25
(b) Empty cement bags bundling. 100 Nos 1.00
4.33
Tonne 3.00
4.34
Tonne 5.00
4.35 (a) 200 litres barrel full. Each 0.40
(b) Bitumen drums full . Each 0.25
4.36 Quintal 0.25
4.37
(i) Upto 300mm i/d Tonne 3.25
(ii) Exceeding 300 mm but upto 450 mm i/d Tonne 6.50
Cement bags full.
Stacking within 15 metres of the unloading points into stacks of specified sizes.
Pitching stones, spalls brick bats building stone ballast,
stone metal, sand bajri and shingle.
M.S Bars, structural steel G.I. pipes and specials, C.I
Manhole covers, steps other castings and other ancillary
items like lead, hemp-yarn etc.
Small packages of store upto one quintal .
Cast iron/RCC Pipes :-
Tiles
Coal
White lime or Kankar lime in bulk.
White (or non-hydraulic) lime or kankar ( or Hydraulic) lime
in bags.
Timber
Bricks 22.86 cm. size
Page 28 CSR-1987 [Re-print]
Sr.
No.
Unit Rate for
loading into
wagons,
Trucks or
boats within
15 metres
lead.
Rate for unloading
from wagons non-
tipping trucks or
boats including
clearing 1.5 metres
away from the Rail
or 6 metres away
from the water
edge and excluding
stacking unless
otherwise stated.
1 3 4 5
Description
2
(iii) Exceeding 450 mm but upto 600 mm i/d Tonne 8.50
4.38 Tonne 3.25
4.39 Tonne 3.25
4.40 Tonne 3.25
Asbestos cement pipes.
Stone ware pipes.
P.V.C/H.D.P.E. Pipes.
Note :- The rates of item No. 4.29 to 4.40 are not payable over and above the rates of item No. 4.3,
4.7, 4.9 to 4.11 and 4.20 to 4.24.
Page 29 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(v)
(vi)
(vii)
(viii)
(ix)
(x)
(xi)
(xii)
Sr.
No.
Unit
1 3
5.1 (i)
Cum. 3.00
Cum. 0.65
Cum. 0.35
For carriage of materials on river choe beds, 23 percent extra over the basic rates of kilometres
concerned, should be paid for actual river or choe bed-length involved.
For carriage of materials on unmetalled roads, 20 percent extra on the basic rates of kilometres
concerned excepting those for item No. 5.3 to 5.5 should be paid.
While making measurements of materials for the purposes of payment for carriage, suitable
deduction shall be made to account for voids in loose stacking. The factor will be different with
different materials and may be ascertained from the relevant specifications of that material, as given
in chapter No. 5 of PWD specifications.
Rates for plains as
well as sub-
mountainous
region.
The Superintending Engineer concerned may sanction the approved rates of Truck operators Unions
in specific and emergent cases, in case he feels that the existing schedule rates are not workable.
Description
Carriage work if done by boats shall be paid at the same rate as given in this chapter for carriage by
road.
CHAPTER NO. 5
CARRIAGE
Notes :-
Unless otherwise stated, the carriage rates do not include loading unloading and stacking for
purposes of measurements.
Carriage rates of all materials carried in the containers include the carriage of containers in which the
materials are carried. Only the net weight of material carried, is payable excluding the weight of
container.
The rates for carriage of materials manually upto 0.48 K.M. and by mechanical means for every K.M.
lead, have been given. In case actual lead exceeds one K.M. and falls into next, full rate of the next
K.M. will be paid i.e. fraction of the K.M. will be payable for the full K.M.
For carriage in sub mountainous area, the S.E. concerned may increase the carriage rates suitably
upto maximum of 30% of the rates provided for the plains, in case he is satisfied that the existing
schedule rates are not workable.
Deleted
For carriage of lengths above 6 metres of heavy steel sections like R.S. Joists, rails etc. which cannot
be easily bent, increase the rates for steel in item No. 5.2 by 50 percent.
Deleted
2 4
CARRIAGE OF MATERIALS (METALLED ROADS) EXCLUDING LOADING, UNLOADING & STACKING
Surkhi, Sand, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar
and Building Rubbish.
1st chain of 30 metres.
2nd and 3rd chain, per chain of 30 metres.
Upto 16th chain per chain of 30 metres.
Page 30 CSR-1987 [Re-print]
Sr.
No.
Unit Rates for plains as
well as sub-
mountainous
region.
Description
(ii)
Tonne 6.00
Tonne 0.50
Tonne 0.25
(iii)
Tonne 6.00
Tonne 0.50
Tonne 0.25
(iv)
Tonne 10.00
Tonne 0.50
Tonne 0.25
(v)
Cum. 2.50
Cum. 0.40
Cum. 0.20
(vi)
1000 Nos 7.50
1000 Nos 1.40
1000 Nos 1.00
(vii)
1000 Nos 9.50
1000 Nos 2.25
1000 Nos 1.20
(viii)
1000 Nos 6.00
1000 Nos 1.40
1000 Nos 0.75
Note :- The rates of loading and unloading are not payable on item
No. 5.1
Upto 16th chain per chain of 30 metres.
1st chain of 30 metres.
2nd and 3rd chain, per chain of 30 metres.
Tiles (30.48 cm x 15.24cm x 5.08cm)
2nd and 3rd chain, per chain of 30 metres.
Upto 16th chain, per chain of 30 metres.
Timber
2nd and 3rd chain, per chain of 30 metres.
Upto 16th chain, per chain of 30 metres.
Tar, Bitumen and other road binders
2nd and 3rd chain, per chain of 30 metres.
1st chain of 30 metres.
1st chain of 30 metres.
Cement
1st chain of 30 metres.
2nd and 3rd chain, per chain of 30 metres.
Upto 16th chain, per chain of 30 metres.
M.S Bars, steel, coal, lime G.I pipes and special C.I man hole
covers, steps and other castings and ancillary miscellaneous
items like lead, hemp yarn etc.
Bricks (22.86 cm x 11.11cm x 6.83cm)
Upto 16th chain, per chain of 30 metres.
1st chain of 30 metres.
1st chain of 30 meters.
2nd and 3rd chain, per chain of 30 metres.
Upto 16th chain, per chain of 30 metres.
Upto 16th chain, per chain of 30 metres.
Tiles (22.86 cm x 11.43cm x 3.81cm)
1st chain of 30 metres.
2nd and 3rd chain, per chain of 30 metres.
Page 31 CSR-1987 [Re-print]
Sr.
No.
Unit Rates for plains as
well as sub-
mountainous
region.
Description
5.2 (i)
Cum. 10.00
Cum. 12.40
Cum. 14.70
Cum. 16.90
Cum. 19.00
Cum. 1.50 Per K.M
Cum. 1.00 Per K.M
Cum. 0.60 Per K.M
Cum. 0.50 Per K.M
Cum. 0.40 Per K.M
(ii)
Tonne 4.10
Tonne 5.75
Tonne 7.30
Tonne 8.55
Tonne 9.60
Tonne 1.10 Per K.M
Tonne 0.90 Per K.M
Tonne 0.55 Per K.M
Tonne 0.50 Per K.M
(iii)
Tonne 5.10
Tonne 7.40
Tonne 9.50
Tonne 11.30
Tonne 13.00
Tonne 1.10 Per K.M
Tonne 0.60 Per K.M21.0 K.M to 60 K.M
3.0 K.M
4.0 K.M
5.0 K.M
Tar, Bitumen and other Road Binders
0.5 to 1.0 K.M
11.0 K.M to 20 K.M
21.0 K.M to 40 K.M
41.0 K.M to 60 K.M
Surkhi, Sand, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar
and Building Rubbish.
0.5 to 1.0 K.M
2.0 K.M
6.0 K.M to 10.0 K.M
61.0 K.M and above
Cement
0.5 to 1.0 K.M
3.0 K.M
4.0 K.M
5.0 K.M
2.0 K.M
6.0 K.M to 10.0 K.M
11.0 K.M to 20 K.M
21.0 K.M to 60 K.M
61.0 K.M and above
3.0 K.M
2.0 K.M
4.0 K.M
5.0 K.M
6.0 K.M to 20.0 K.M
Page 32 CSR-1987 [Re-print]
Sr.
No.
Unit Rates for plains as
well as sub-
mountainous
region.
Description
Tonne 0.55 Per K.M
(iv)
Tonne 7.50
Tonne 9.20
Tonne 10.80
Tonne 12.20
Tonne 13.50
Tonne 0.80 Per K.M
Tonne 0.75 Per K.M
Tonne 0.45 Per K.M
Tonne 0.35 Per K.M
(v)
Cum. 5.15
Cum. 6.35
Cum. 7.45
Cum. 8.50
Cum. 9.50
Cum. 0.60 Per K.M
Cum. 0.55 Per K.M
Cum. 0.35 Per K.M
Cum. 0.25 Per K.M
(vi)
1000 Nos 11.60
1000 Nos 18.75
1000 Nos 25.60
1000 Nos 32.20
1000 Nos 38.50
41.0 K.M and above
Bricks (22.86 cm x 11.11cm x 6.83cm)
0.5 to 1.0 K.M
2.0 K.M
3.0 K.M
4.0 K.M
5.0 K.M
6.0 K.M to 10.0 K.M
11.0 K.M to 20 K.M
61.0 K.M and above
M.S Bars, Steel, Coal, Lime, G.I pipes and specials, C.I
manhole covers, steps and other castings and ancillary
miscellaneous items like lead, hemp yarn etc.
0.5 to 1.0 K.M
2.0 K.M
3.0 K.M
4.0 K.M
21.0 K.M to 40 K.M
41.0 K.M and above
Timber
0.5 to 1.0 K.M
5.0 K.M
6.0 K.M to 10.0 K.M
11.0 K.M to 20 K.M
21.0 K.M to 40 K.M
2.0 K.M
3.0 K.M
4.0 K.M
5.0 K.M
Page 33 CSR-1987 [Re-print]
Sr.
No.
Unit Rates for plains as
well as sub-
mountainous
region.
Description
1000 Nos 3.70 Per K.M
1000 Nos 2.60 Per K.M
1000 Nos 1.50 Per K.M
1000 Nos 1.00 Per K.M
1000 Nos 0.80 Per K.M
1000 Nos 0.75 Per K.M
(vii)
1000 Nos 36.30
1000 Nos 45.80
1000 Nos 53.20
1000 Nos 59.70
1000 Nos 66.00
1000 Nos 4.20 Per K.M
1000 Nos 3.80 Per K.M
1000 Nos 2.20 Per K.M
1000 Nos 1.50 Per K.M
1000 Nos 1.25 Per K.M
1000 Nos 1.15 Per K.M
(viii)
1000 Nos 11.30
1000 Nos 14.20
1000 Nos 16.90
1000 Nos 19.50
1000 Nos 22.00
1000 Nos 1.30 Per K.M
1000 Nos 1.20 Per K.M
1000 Nos 0.80 Per K.M
3.0 K.M
4.0 K.M
5.0 K.M
21.0 K.M to 40 K.M
41.0 K.M to 60 K.M
61.0 K.M to 100 K.M
0.5 K.M to 1.0 K.M
2.0 K.M
3.0 K.M
6.0 K.M to 10.0 K.M
11.0 K.M to 20 K.M
21.0 K.M to 40 K.M
41.0 K.M to 60 K.M
61.0 K.M to 100 K.M
101.0 K.M and above
Tiles 30.48 x 15.24x5.08 cm
4.0 K.M
5.0 K.M
6.0 K.M to 10.0 K.M
11.0 K.M to 20 K.M
101.0 K.M and above
Tiles 22.86x11.43x3.81 cm
0.50 K.M to 1.0 K.M
2.0 K.M
6.0 K.M to 10.0 K.M
11.0 K.M to 20 K.M
21.0 K.M to 40 K.M
Page 34 CSR-1987 [Re-print]
Sr.
No.
Unit Rates for plains as
well as sub-
mountainous
region.
Description
1000 Nos 0.75 Per K.M
1000 Nos 0.70 Per K.M
1000 Nos 0.65 Per K.M
(ix)(a)
Tonne 12.00
Tonne 13.10
Tonne 14.20
Tonne 15.30
Tonne 16.40
Tonne 1.10 Per K.M
Tonne 0.75 Per K.M
Tonne 0.55 Per K.M
Tonne 0.35 Per K.M
Tonne 0.30 Per K.M
(b)
Tonne 15.00
Tonne 16.30
Tonne 17.60
Tonne 18.90
Tonne 20.20
Tonne 1.30 Per K.M
Tonne 0.90 Per K.M
Tonne 0.65 Per K.M
Tonne 0.45 Per K.M
Tonne 0.40 Per K.M
(c)
21.0 K.M to 40 K.M
41.0 K.M to 60 K.M
61.0 K.M and above
0.50 K.M to 1.0 K.M
2.0 K.M
3.0 K.M
5.0 K.M
6.0 K.M to 10.0 K.M
11.0 K.M to 20 K.M
61.0 K.M to 100 K.M
101.0 K.M and above
Cast iron pipes 80MM i/d (Truck load 8.50 tonnes)
41.0 K.M to 60 K.M
0.50 K.M to 1.0 K.M
2.0 K.M
3.0 K.M
4.0 K.M
21.0 K.M to 40 K.M
41.0 K.M to 100 K.M
101.0 K.M and above
Cast iron pipes 100mm to 150mm i/d (Truck load 7.0
tonnes)
4.0 K.M
5.0 K.M
6.0 K.M to 10.0 K.M
11.0 K.M to 20 K.M
Cast iron pipes 200mm to 350 mm i/d (Truck load 5.50
Tonnes)
Page 35 CSR-1987 [Re-print]
Sr.
No.
Unit Rates for plains as
well as sub-
mountainous
region.
Description
Tonne 20.70
Tonne 22.40
Tonne 24.10
Tonne 25.80
Tonne 27.50
Tonne 1.70 Per K.M
Tonne 0.95 Per K.M
Tonne 0.80 Per K.M
Tonne 0.60 Per K.M
(d)
Tonne 25.60
Tonne 27.50
Tonne 29.40
Tonne 31.30
Tonne 33.20
Tonne 1.90 Per K.M
Tonne 1.00 Per K.M
Tonne 0.90 Per K.M
Tonne 0.75 Per K.M
(x)(a)
Tonne 16.50
Tonne 18.00
Tonne 19.50
Tonne 21.00
Tonne 22.50
Tonne 1.50 Per K.M
Tonne 0.90 Per K.M
4.0 K.M
5.0 K.M
11.0 K.M to 20 K.M
Cement asbestos pipes 80mm to 150 mm i/d (Truck load
6.25 tonnes)
21.0 K.M to 40 K.M
41.0 K.M and above
0.50 K.M to 1.0 K.M
2.0 K.M
3.0 K.M
4.0 K.M
5.0 K.M
6.0 K.M to 10.0 K.M
0.50 K.M to 1.0 K.M
2.0 K.M
3.0 K.M
11.0 K.M to 20 K.M
21.0 K.M to 40 K.M
41.0 K.M and above
Cast iron pipes 400 mm to 600 mm i/d (Truck load 4.75
tonnes)
4.0 K.M
5.0 K.M
6.0 K.M to 10.0 K.M
11.0 K.M to 20 K.M
0.50 K.M to 1.0 K.M
2.0 K.M
3.0 K.M
6.00 K.M to 10.00 K.M
Page 36 CSR-1987 [Re-print]
Sr.
No.
Unit Rates for plains as
well as sub-
mountainous
region.
Description
Tonne 0.70 Per K.M
Tonne 0.60 Per K.M
(b)
Tonne 22.70
Tonne 24.80
Tonne 26.90
Tonne 29.00
Tonne 31.10
Tonne 2.10 Per K.M
Tonne 1.10 Per K.M
Tonne 1.00 Per K.M
Tonne 0.90 Per K.M
Tonne 0.85 Per K.M
(xi)
Tonne 45.20
Tonne 49.20
Tonne 53.20
Tonne 57.20
Tonne 61.20
Tonne 4.00 Per K.M
Tonne 3.25 Per K.M
Tonne 2.00 Per K.M
Tonne 1.40 Per K.M
Tonne 1.25 Per K.M
Tonne 1.00 Per K.M
(xii)(a)
Tonne 22.70
P.V.C/H.D.P.E pipes All sizes (Truck load 2.20 tonnes)
0.50 K.M to 1.0 K.M
2.0 K.M
41.0 K.M to 60 K.M
0.50 K.M to 1.0 K.M
21.0 K.M to 40 K.M
4.0 K.M
41.0 K.M and above
Cement asbestos pipes 200mm to 250mm i/d (Truck load
4.50 tonnes)
3.0 K.M
2.0 K.M
5.0 K.M
6.00 K.M to 10.00 K.M
11.0 K.M to 20 K.M
21.0 K.M to 40 K.M
41.0 K.M to 100 K.M
101 K.M and above
5.0 K.M
6.00 K.M to 10.00 K.M
3.0 K.M
4.0 K.M
11.0 K.M to 20 K.M
21.0 K.M to 40 K.M
S.W pipes 100 mm to 200mm i/d (Truck load 4.50 tonnes)
61.0 K.M to 100 K.M
101 K.M and above
0.50 K.M to 1.0 K.M
Page 37 CSR-1987 [Re-print]
Sr.
No.
Unit Rates for plains as
well as sub-
mountainous
region.
Description
Tonne 24.80
Tonne 26.90
Tonne 29.00
Tonne 31.10
Tonne 2.10 Per K.M
Tonne 1.10 Per K.M
Tonne 1.00 Per K.M
Tonne 0.90 Per K.M
Tonne 0.85 Per K.M
(b)
Tonne 25.00
Tonne 27.50
Tonne 30.00
Tonne 32.50
Tonne 35.00
Tonne 2.50 Per K.M
Tonne 1.20 Per K.M
Tonne 1.15 Per K.M
Tonne 1.10 Per K.M
(xiii)(a)
Tonne 15.30
Tonne 16.60
Tonne 17.90
Tonne 19.20
Tonne 20.50
Tonne 1.30 Per K.M
Tonne 1.00 Per K.M
4.0 K.M
5.0 K.M
6.00 K.M to 10.00 K.M
11.0 K.M to 20 K.M
21.0 K.M to 40 K.M
41.0 K.M and above
S.W pipes 225mm to 450mm i/d (Truck load 4.00 tonnes)
0.50 K.M to 1.0 K.M
2.0 K.M
4.0 K.M
5.0 K.M
6.00 K.M to 10.00 K.M
2.0 K.M
3.0 K.M
11.0 K.M to 20 K.M
21.0 K.M to 40 K.M
41.0 K.M to 100 K.M
101.0 K.M and above
3.0 K.M
4.0 K.M
5.0 K.M
6.00 K.M to 10.00 K.M
Carriage of RCC pipes 100 mm to 150 mm i/d (Truck load
6.75 tonnes)
0.50 K.M to 1.0 K.M
2.0 K.M
3.0 K.M
11.0 K.M to 20 K.M
Page 38 CSR-1987 [Re-print]
Sr.
No.
Unit Rates for plains as
well as sub-
mountainous
region.
Description
Tonne 0.65 Per K.M
Tonne 0.45 Per K.M
Tonne 0.40 Per K.M
(b)
Tonne 15.85
Tonne 17.20
Tonne 18.55
Tonne 19.90
Tonne 21.25
Tonne 1.35 Per K.M
Tonne 1.05 Per K.M
Tonne 0.70 Per K.M
Tonne 0.45 Per K.M
Tonne 0.40 Per K.M
(c)
Tonne 17.10
Tonne 18.55
Tonne 20.00
Tonne 21.45
Tonne 22.90
Tonne 1.45 Per K.M
Tonne 1.05 Per K.M
Tonne 0.70 Per K.M
Tonne 0.65 Per K.M
(d)
Tonne 20.75
Tonne 22.50
RCC pipes above 450 mm i/d (Truck load 5.0 tonnes)
0.50 K.M to 1.0 K.M
2.0 K.M
3.0 K.M
4.0 K.M
5.0 K.M
11.0 K.M to 20 K.M
21.0 K.M to 40 K.M
41.0 K.M to 100 K.M
RCC pipes 200mm to 300mm i/d (Truck load 6.50 tonnes)
0.50 K.M to 1.0 K.M
2.0 K.M
21.0 K.M to 40 K.M
41.0 K.M to 60 K.M
61.0 K.M and above
3.0 K.M
4.0 K.M
5.0 K.M
6.0 K.M to 10.0 K.M
101 K.M and above
RCC pipes 350mm to 450mm i/d (Truck load 6.00 tonnes)
0.50 K.M to 1.0 K.M
2.0 K.M
6.00 K.M to 10.00 K.M
11.0 K.M to 20 K.M
21.0 K.M to 40 K.M
41.0 K.M and above
Page 39 CSR-1987 [Re-print]
Sr.
No.
Unit Rates for plains as
well as sub-
mountainous
region.
Description
Tonne 24.25
Tonne 26.00
Tonne 27.75
Tonne 1.75 Per K.M
Tonne 1.20 Per K.M
Tonne 0.85 Per K.M
Tonne 0.80 Per K.M
5.3
(a) Each 8.00
(b)
Each 16.00
(c)
Each 8.00
(d) Each 16.00
(e)
Each 20.50
(f) Each 19.00
(g)
Each 40.00
(h)
Each 4.00
5.4
Quintal 4.00
5.5
(a) Quintal 6.50
(b) Quintal 9.00
(c) Quintal 11.00
(d) Quintal 1.00
5.6
Donkey man for one to six donkeys.
Mazdoor load upto 40 kg. and distance upto 3.0 K.M.
3.0 K.M
4.0 K.M
Carriage over short distance of small consignments, upto 2.0 quintals
in weight including loading, un-loading and stacking.
Carriage of light/medium package, containing material.
5.0 K.M
6.00 K.M to 10.00 K.M
Carriage of odd jobs.
41.0 K.M and above
11.0 K.M to 20 K.M
21.0 K.M to 40 K.M
Camel man for 1 to 3 camels.
Mazdoor load upto 40 kg. and distance from 3.0 K.M. to 6.0
K.M.
Camel load upto 2.50 quintals and distance upto 16 K.M.
excluding the wages of camel man.
Donkey load upto one quintal and distance upto 10.0 K.M
excluding Donkeyman.
3.0 K.M
Cart loard weight of consignment upto 8 quintals and distance
upto 8.0 K.M
Add for every K.M for distance exceeding 8.0 K.M but upto
16.0 K.M in sub item (g)
1.0 K.M
2.0 K.M
Carriage of small consignments out of the Railway premises to a
distance of 10 chains of 30 metres each, including loading unloading
and stacking.
Subsequent K.M per K.M
Page 40 CSR-1987 [Re-print]
Sr.
No.
Unit Rates for plains as
well as sub-
mountainous
region.
Description
(a)
(i) Piece 25.00
(ii) Piece 40.00
(b)
(i) Ist 300 metres Tonne 25.00
(ii) Add for every 300 metres but upto 1200 metres. Tonne 3.00
(iii) For 1600 metres exceeding 1200 metres. Tonne 37.00
(iv) Add for every subsequent K.M upto 8.00 K.M Tonne 3.50
(v) Add for every subsequent K.M above 8.00 K.M up to
16.00 Km. Tonne 2.75
5.7
(i) 100 Nos 1.00
(ii) 100 Nos 0.25
(iii) 100 Nos 1.50
(iv) 100 Nos 2.40
(v) 100 Nos 3.20
(vi) 100 Nos 0.60 Per K.M
(vii) 100 Nos 0.50 Per K.M
5.8
(i) Quintal 2.50
(ii) Quintal 4.00
(iii) Quintal 4.50
(iv) Quintal 5.35
(v) Quintal 6.00
For One K.M.
For Three K.M.
Subsequent K.M
Above 3.0 K.M but upto 13.0 K.M
Carriage of soaking and mortar mixing tanks.
For Three K.M.
For Two K.M.
For Four K.M.
For Five K.M.
Upto 150 metres.
Exceeding 150 metres and upto 300 metres.
Note :- The rates under item No. 5.6 do not provide for special
carriage arrangements like cranes, trailors etc. Carriage of machinery
not covered by this item should be paid at special rates to be
determined after inviting quotations or tenders or the work may be got
done by employing departmental labour.
Carriage of empty cement bags including bundling.
By manual labour, individual piece, weighing from 1.50
quintals to 4.0 quintals and not mounted on wheels, including
stacking.
By Machanical transport including the use of pully block,
individual piece weighing upto one tonne
For One K.M.
For Two K.M.
Ist 300 metres
2nd and 3rd (300 metres)
Page 41 CSR-1987 [Re-print]
Sr.
No.
Unit Rates for plains as
well as sub-
mountainous
region.
Description
(vi) Quintal 6.65
(vii) Quintal 0.60 Per K.M
5.9 Tonne 11.00
For Six K.M.
Subsequent K.M
Bending M.S Bars for carriage purposes.
Page 42 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(v)
Plains Sub-
Mountainous
Region
Rate Rate
1 3 4 5
6.1
(a) Kassi work undressed involving an average horizontal
throw upto 2.0 metres and average vertical lift upto 0.5
metre. 100 cum 292.00 292.00
(b) Basket work with combined lead upto 7.50 metres
undressed. 100 cum 412.00 412.00
(c) Dressing for sub item (a) and (b) supra. 100 cum 36.00 36.00
(d) Extra for every 7.50 metres additional lead. 100 cum 13.50 13.50
No extra allowance of wetness, slush or humus dal dal
are payable for item No. 6.1.
6.2
(a) Kassi work undressed involving an average horizontal
throw upto 2.0 metres and an average vertical lift upto
0.5 metre including breaking of clods. 100 cum 292.00 292.00
Unit Description
The payment for compensation should only be made on the production of a certificate from the
revenue authorities that the contractor has paid compensation to the land owners. The compensation
of earth is not an allowance, and as such it is also payable, even if the earth is brought from a
distance more than 450 metres from private land, subject to production of a certificate, as referred to
above. However, no compensation is payable, when the earth is borrowed from Govt. Land.
Earth work excavation in ordinary soil, exclusive of
compensation of earth :--
Note :-
2
Earth work of silt clearance of channels and drains :--
CHAPTER NO. 6
EARTH WORK
Notes :-
Converting lift into horizontal lead :-- For converting lift into horizontal lead, the lift upto 3.6 metres will
be multiplied by 10 and from 3.61 metres to 6.0 metres, it will be squared and multiplied by 3.3 and
beyond 6.0 metres it will be multiplied by 20. No cross leads what-so-ever shall be measured and paid
for.
Rehandling of earth work and gravel work :-- The rates of rehandling of recently deposited earth work
and gravel work after excavation will be 20 percent less on excavation rates. Earth work deposited
before monsoon season which has had a full monsoon on it, will be considered as a normal earth
work for excavation.
Measurement of lift :-- The lift shall be measured from the centre of gravity of the excavated earth to
that of placed earth. This shall constitute the mean lift for that section. When earth has to be carried
over spoil bank and dumped beyond it, the mean lift would be the difference in levels between the
centre of gravity of the excavated earth and top of the spoil bank omitting the dowel.
Rates for additional lead have been given in slabs for 7.50 metres each of additional lead. If the lead
exceeds a slab by 1.50 metres or so, full payment for 7.50 metres lead will be made.
Sr.
No.
Page 42 CSR-1987 [Re-print]
Plains Sub-
Mountainous
Region
Rate Rate
1 3 4 5
Unit Description
2
Sr.
No.
(b) Earth work undressed with a combined lead upto 15
metres including breaking of clods. 100 cum 600.00 600.00
(c)(i) Extra for every 7.50 metres additional lead beyond 15
metres but upto 300 metres. 100 cum 16.50 16.50
(ii) Extra for every 7.50 metres additional lead beyond 300
metres but upto 450 metres. 100 cum 11.00 11.00
For leads beyond 450 metres earth work shall be
payable at carriage rates for sand, bajri and ballast etc.
given in the chapter No. 5 item No. 5.2 and loading,
unloading as per chapter No. 4. This rate includes
excavation and all other allowances provided in this
chapter on earth work except those provided under item
No. 6.2 (f) and (g).
(d) Wet earth work :--
(i) Extra for wet earth work from bottom of excavation upto
level of sub soil water. 100 cum 223.00 223.00
(ii) Extra for wet earth work from level of sub soil water upto
30 cm above. 100 cum 114.00 114.00
(iii) Extra for wet earth work for depth above 30 cm of sub
soil water level. 100 cum 57.00 57.00
(i) Wetness allowance shall be payable only after obtaining
the written approval of the Superintending Engineer.
(ii) Pumping for wet earth work will be done departmentally.
(e) Hardness
(i) Extra for hard soil with D.B.D. (Dry Bulk Density) from
1.6 to 1.7 gm/c.c. 100 cum 69.00 69.00
(ii) Extra for hard soil with D.B.D. (Dry Bulk Density)
exceeding 1.7 but upto 1.8 gm/c.c. 100 cum 137.00 137.00
(i) For D.B.D. upto 1.8, rate shall be approved by the
Superintending Engineer on recommendation by the
Executive Engineer.
(ii) For D.B.D. above 1.8 special reference shall be made to
the Superintending Engineer for decision who may allow
maximum extra rate upto Rs. 250-00 per 100 cum.
(f) Extra for pudding work. 100 cum 343.00 343.00
Notes :-
Notes :-
Note :-
Page 43 CSR-1987 [Re-print]
Plains Sub-
Mountainous
Region
Rate Rate
1 3 4 5
Unit Description
2
Sr.
No.
(g) Compaction :--
(i) Extra for laying earth/fly ash as per specifications for
compaction in 20 cm layers and dressing but excluding
cost of rolling. 100 cum 53.00 53.00
(ii) Extra for watering the earth/fly ash laid in 20 cm layers
as per specifications for compaction. 100 cum 48.50 48.50
(iii) Extra for rolling to specifications. 100 cum 452.00 452.00
Deleted
(h) Admixture of shingle or kankar
(i) Extra for admixture of shingle or kankar upto 10 percent.
100 cum -- --
(ii) Extra for admixture of shingle or kankar exceeding 10%
but upto 20%. 100 cum 86.00 86.00
(iii) Extra for admixture of shingle or kankar exceeding 20%
but upto 30%. 100 cum 137.00 137.00
(iv) Extra for admixture of shingle or kankar exceeding 30%
but upto 40%. 100 cum 223.00 223.00
For admixture above 40% rates for gravel work
excavation shall apply --
(j) Extra for slush. 100 cum 140.00
to
340.00
140.00
to
340.00
Slush is that which will not support a man‟s weight. The
rate will be paid depending upon the nature of slush after
obtaining approval of the Superintending Engineer.
(k) Extra for dal dal. 100 cum 340.00
to
452.00
340.00
to
452.00
Dal dal is clay that will flow like molasses. The rate shall be paid
according to the merits of each case after obtaining sanction of
the Superintending Engineer.
6.3
(i) New work or remodeling work. 100 cum 38.50 38.50
(ii) Repair work. 100 cum 54.00 54.00
(iii) Sand only. 100 cum 27.00 27.00
6.4 100 cum 23.00 23.00
Note :-
Note :-
Note :-
Note :-
Dressing of earth work :--
Compensation for earth taken from private land.
Page 44 CSR-1987 [Re-print]
Plains Sub-
Mountainous
Region
Rate Rate
1 3 4 5
Unit Description
2
Sr.
No.
6.5
(a) Exceeding 40% but upto 60%. 100 cum 624.00 624.00
(b) Exceeding 60% but upto 80%. 100 cum 730.00 730.00
(c) Exceeding 80% but upto 100%. 100 cum 798.00 798.00
(d) Extra for every 7.5 metres additional lead. 100 cum 21.00 21.00
(e) Extra for wet earth work above sub soil water level. 100 cum 172.00 172.00
(f) Extra for earth work under standing water. 100 cum 446.00 446.00
(g) Extra for earth work under flowing water. 100 cum 686.00 686.00
(h) Extra for dressing earth work. 100 cum 54.00 54.00
Wherever water is depressed by pumping, rate shall be
for wet gravel work if actually wet and not for work under
standing or flowing water.
6.6
100 cum 686.00 686.00
6.7
(a) For ordinary gravel soil involving pick work. 100 cum 989.00 989.00
(b) For semi conglomerate or soil of nature of pick jumper. 100 cum 1502.00 1502.00
(c) For hard clayey soil or hard conglomerate or semi rocky
type of the nature of pick jumper with occasional
blasting. 100 cum 1965.00 1965.00
(d) Extra for wet work above sub soil water level. 100 cum 172.00 172.00
(e) Extra for earth work under standing water. 100 cum 446.00 446.00
(f) Extra for earth work under flowing water. 100 cum 686.00 686.00
Note :-
Earth work in excavation of foundations of bridges culverts,
building including handling of materials with combined lead of
15 metres dressing of bed and sides stacking the excavated
soil clear from the edge of excavation and subsequent filling
around :--
Gravel (in loose form in non-cohesive binding material) work
in excavation with occasional use of picks exclusive of
compensation of earth undressed with combined lead upto
15 metres with percentage of gravel or kankar :-
Earth work in excavation in foundations, trenches etc. in all
kinds of soil where pick jumper work is not involved and not
exceeding 2.0 metres depth including dressing of bottom
and sides of trenches, stacking the excavated soil clear from
the edge of excavation and subsequent filling around
masonry in 15 cm. layers with compaction including disposal
of all surplus soil as directed within a lead of 30 metres.
Page 45 CSR-1987 [Re-print]
Plains Sub-
Mountainous
Region
Rate Rate
1 3 4 5
Unit Description
2
Sr.
No.
(g) Extra for every 7.5 metre additional lead. 100 cum 21.00 21.00
6.8
(a)(i) Earth filling under floors with surplus ordinary soil or soil
containing gravel or kankar upto 40% excavated from
foundation and taken only from outside the building
plinth in 15 cm layers including ramming, watering and
consolidating lead upto 30 metres. 100 cum 252.00 252.00
(ii) Earth filling under floors with surplus soil containing
more than 40% gravel or kankar excavated from
foundation and taken only from outside the building
plinth in 15 cm layers including ramming, watering and
consolidating lead upto 30 metres. 100 cum 450.00 450.00
(b)(i) Earth work (exclusive of compensation for earth) in
excavation in ordinary soil or soil containing gravel or
kankar upto 40 % and filling in 15 cm layers in
foundation and plinth including ramming, watering and
consolidating under floors with earth brought from a
distance not exceeding 30 metres. 100 cum 561.00 561.00
(ii) Earth work in excavation in soil containing more than
40% gravel or kankar (exclusive of compensation for
earth) and filling in 15 cm layers in foundation and plinth
including ramming, watering and consolidating under
floors with earth brought from a distance not exceeding
30 meters. 100 cum 776.00 776.00
(c) Extra for additional lead above 30 metres. 100 cum As per rate
under item
No. 6.2 (c)
As per rate
under item
No. 6.2 (c)
(d) Removal of slips from road side to :--
(i) Out side road boundary into depressions with combined
lead of 15 metres inclusive of cost of explosive,
compressed air and T&P.
100 cum
Rate of item
No. 7.1 to 7.10
to be paid
according to
type of work
after Reducing
the rate by
10%
Rate of item
No. 7.1 to 7.10
to be paid
according to
type of work
after Reducing
the rate by
10%
(ii) Extra for additional 7.5 metres lead above 15 metres. 100 cum 21.00 21.00
6.9
(a) Earth work over roofs of one storey building with good
earth free of any admixture of foreign matter including
breaking of clods, ramming, watering, dressing and
horizontal lead upto 30 metres. 100 cum 892.00 892.00
Earth work over roofs :--
Earth filling :--
Page 46 CSR-1987 [Re-print]
Plains Sub-
Mountainous
Region
Rate Rate
1 3 4 5
Unit Description
2
Sr.
No.
(b) Extra for additional lead above 30 metres. 100 cum As per rate
under item
No. 6.2 (c)
As per rate
under item
No. 6.2 (c)
(c) Extra for every additional storey. 100 cum 55.00 55.00
6.10
(a) Digging and loading in boats within 15 metres lead. 100 cum 412.00 412.00
(b) Carriage by boats upto 300 metres. 100 cum 212.00 212.00
(c) Extra for distance beyond 300 metres but upto 750
metres (per 30 metres). 100 cum 17.00 17.00
For lead beyond 750 metres the rates under item No. 6.2
(c) will be applicable.
(d) Unloading earth from boats. 100 cum 223.00 223.00
6.11
(a) Digging and loading into trucks within 15 metres lead.
100 cum 412.00 412.00
(b) Hand shunting of N.G. tip wagons per 30 metres. 100 cum 21.00 21.00
(c) Unloading earth from tip wagon and clearing within 3.0
metres from rail. 100 cum 110.00 110.00
(d) Unloading earth from B.G. Trucks clearing 1.5 metres
from rail. 100 cum 223.00 223.00
(e) Unloading earth from B.G. Trucks & spreading 4.5
metres from rail. 100 cum 305.00 305.00
(f) Unloading from B.G. Trucks & spreading upto 30 metres
from rail. 100 cum 378.00 378.00
6.12 100
metres 23.00 23.00
6.13 100 cum 20.00 20.00
6.14
(a) In unploughed land. 100 cum 48.50 48.50
(b) In ploughed land. 100 cum 101.00 101.00
Note :-
Making new boundary road including levelling and dressing 3.0
metres to 5.0 metres wide :-
The rates for item No. 6.13 are to be paid only in reaches
where no earth work for boundary roads is paid for.
Dressing of dowels in addition to payment for dressed earth
work.
Restoring boundary road drains.
Note :-
Earth work undressed by tramway or rail :--
Earth work undressed by boats including hire of boats :--
Page 47 CSR-1987 [Re-print]
Plains Sub-
Mountainous
Region
Rate Rate
1 3 4 5
Unit Description
2
Sr.
No.
6.15 (a) Covering boundary road with 7.5 cm deep sarkanda or
jungle upto 300 metres lead including cutting and supply
of sarkanda or jungle.
100
metres 53.00 53.00
(b) Covering boundary road with 7.5 cm deep sarkanda or
jungle lead beyond 300 metres to 1000 metres including
cutting and supply of Sarkanda or jungle.
100
metres 104.00 104.00
(c) Extra carriage of Sarkanda :--
(i) 2nd
K.M. 100
metres 51.00 51.00
(ii) 3rd
K.M. 100
metres 46.50 46.50
(iii) 4th K.M. 100
metres 43.00 43.00
(iv) 5th K.M. 100
metres 39.00 39.00
(v) 6th K.M. 100
metres 34.00 34.00
(vi) 7th K.M. 100
metres 29.00 29.00
(vii) Subsequent K.M. 100
metres 24.50 24.50
6.16 Hectare 248.00 248.00
6.17
(a) Channels upto 1.0 metre depth. K.M. 157.00 157.00
(b) Channels exceeding 1.0 metre but upto 1.5 metres
depth. K.M. 230.00 230.00
(c) Channels exceeding 1.5 metres but upto 2.5 metres
depth. K.M. 350.00 350.00
6.18
(a) Single kassi stroke minimum 7.5 cm depth. K.M. 30.50 30.50
(b) Double kassi stroke „V‟ shaped minimum 10 cm depth. K.M. 60.00 60.00
(c) Double kassi stroke „V‟ shaped minimum 15 cm depth. K.M. 80.00 80.00
Dag – Belling :--
Ploughing or levelling of borrow pits.
Berm trimming both sides :--
Page 48 CSR-1987 [Re-print]
(i)
(ii)
Sr. No. Unit Rate for plain as
well as sub-
mountainous
region
1 3 4
7.1 100 Cum. 845.00
7.2 100 Cum. 1445.00
7.3 100 Cum. 1646.00
7.4 100 Cum. 2431.00
7.5 100 Cum. 2988.00
7.6 100 Cum. 4445.00
7.7 100 Cum. 5450.00
7.8 100 Cum. 7223.00
7.9 100 Cum. 10 percent
extra over
above rates
7.10 100 Cum. 21.00
Blasting ordinary Rock.
Blasting hard Rock.
CHAPTER NO. 7
ROCK CUTTING
Notes :-
Canverting lift into horizontal lead :-
The lift shall be measured from the centre of gravity of the excavated rock to that of placed
rock. This shall constitute the mean lift for that section. When rock has to be carried over a spoil
bank and dumped beyond it, the mean lift would be the difference in levels between the centre of
gravity of the excavated rock and top of the spoil bank omitting the dowel.
Through cut Rock excavation.
Extra for every 7.5 metres additional lead.
Excavation including handling of materials within 15 metres inclusive
of cost of explosives, dressing, compressed air and T & P.
Blasting conglomerate mass.
Blasting conglomerate trenches.
Pick work
Pick and jumper work.
Jumper work.
Jumper with occasional blasting.
For converting lift into horizontal lead the lift upto 3.6 metres will be multiplied by 10 and from
3.61 metres to 6.0 metres, it will be squared and multiplied by 3.3 and beyond 6.0 metres, it will be
multiplied by 20. No cross lead what-so-ever shall be measured and paid for.
Measurement of lift :-
Description
2
Page 49 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
Sr. No. Unit Rates in
Plains & Sub-
Montainous
Region
1 3 4
8.1
(a) In lime Cum. 21.00
(b) In cement Cum. 28.00
(c) Scabbled or rubble stone masonry in mud. Cum. 10.50
(d) Dry rubble or dry scabbled stone masonry. Cum. 7.20
8.2
(a) Stone pitching dry Cum. 7.20
(b) Stone pitching laid dry but grouted with natural silt and clay Cum. 13.00
(c) Stone pitching laid dry but grouted with dry ballast. Cum. 9.90
(d) Stone pitching grouted with dry ballast and with natural silt and
clay. Cum. 14.00
8.3
(a) In dry Cum. 6.40
(b) Grouted with natural silt and clay Cum. 9.10
The rates given below are for non-hydraulic works. For hydraulic works, which are required to be
dismantled these shall be enhanced by 50 per cent. (hydraulic works are those which remain
submerged under water for most of their lives). The items, which can be considered as hydraulic
works, are :-
"Stone masonry in lime or cement, burnt bricks, tile lining and tile masonry in lime or cement
mortar, lime or cement concrete and reinforced cement concrete, and pucca grouted pitching when
under water."
Unless otherwise specified, the rates cover the cost of all tools and plants, ladders, scaffolding and
all other adjuncts required for dismantling.
Unless otherwise stated, the rates include sorting and stacking dismantled material and removing
the same within a distance of 100 metres.
CHAPTER NO. 8
DEMOLITION
The rates given under this chapter are subject to the following conditions in addition to the
conditions laid down in the public works "General Conditions of Contract etc." and PWD
specifications.
Notes:-
Dismantling should be done with care and with little or no damage to the materials released.
Dismantling stone masonry/Rubble masonry including stacking of
serviceable materials and disposal of unserviceable materials.
Dismantling stone pitching or soling.
Dismantling stone spalls or brick bats filling.
Description
2
Page 50 CSR-1987 [Re-print]
Sr. No. Unit Rates in
Plains & Sub-
Montainous
Region
1 3 4
Description
2
(c) In wire crates including opening of crates and stacking crate
material. Cum. 11.50
Note :-
8.4 Cum. 21.00
8.5
(a) In lime Cum. 21.00
(b) In cement. Cum. 28.00
(c) Arch work in cement or lime Cum. 34.00
(d) In mud Cum. 10.50
(e) In mud with jibi face Cum. 13.00
(f) Gilafi brick work Cum. 7.20
(g) Gilafi brick work with jibi face Cum. 9.10
(h) Sundried brick work in mud Cum. 5.60
(i) Dismantling dry brick work Cum. 5.60
8.6
(a) Lime concrete, cement concrete 1:6:12 or leaner Cum. 17.00
(b) Cement concrete plain 1:4:8 or 1:5:10 Cum. 28.00
(c) Cement concrete plain 1:3:6 Cum. 40.00
(d) Cement concrete plain 1:2:4 Cum. 56.00
(e) Reinforced Cement concrete Cum. 90.00
8.7 Cum. 7.20
8.8
(a) First class mud roofing Sqm. 2.90
(b) Second class mud roofing Sqm. 2.40
(c) Mud roofing with wooden planks laid over battens. Sqm. 2.15
(d) Thatched roofing. Sqm. 0.65
(e) Sirki sarkanda roofing. Sqm. 1.10
When the work to be dismantled under items No. 8.2 and 8.3 is under
water, add 60 per cent to above rates.
Dismantling metalling or dry brick ballast
Dismantaling brick work tile masonary or tile lining.
Dismantling concrete or precast concrete.
Dismantaling pucca grouted pitching.
Dismantling roofing
Page 51 CSR-1987 [Re-print]
Sr. No. Unit Rates in
Plains & Sub-
Montainous
Region
1 3 4
Description
2
(f) Jackarch roofing excluding joists of terraced roofing. Sqm. 3.05
8.9 Cum. 54.00
8.10 Sqm. 1.90
8.11
Sqm. 1.35
8.12 Sqm. 1.15
8.13
Sqm. 2.30
8.14 Cum. 5.60
8.15 Sqm. 2.15
8.16
Sqm. 4.50
8.17Sqm. 2.35
8.18 Sqm. 3.50
8.19 Sqm. 1.20
8.20 Sqm. 2.30
8.21 Sqm. 2.90
8.22 Sqm. 1.35
8.23 Metre 0.80
8.24 Cum. 85.00
8.25 Quintal 14.50
8.26
(a) Doors of area 3 Sqm. and below. Each 9.60
(b) Windows of area 3 Sqm. and below Each 6.10
(c) Clerestory windows of area 3 Sqm. and below. Each 3.05
8.27
(a) 150 mm to 300 mm dia Metre 4.10
(b) above 300 mm to 600 mm dia Metre 6.40
Dismantling brick or flagged stone flooring without concrete base.
Add for planks and battens in cases of item nos. 8.10 and 8.11 .
Add for roof trusses of iron or wood, (rafters, purling etc.) in case of item
Nos. 8.10 and 8.11.
Removing hume pipes.
Dismantling mud walling.
Dismantling Dhajji walling.
Dismantling wood work from roof.
Stripping and stacking slate or tiles of a roof.
Stripping and stacking iron sheets of a roof including ridging, flashing,
eaves boards gutters and down pipes.
Removing Doors and Windows (Steel or wood) with chowkhats by making
recesses in walls when the wall is not to be dismantled.
Dismantling plank flooring.
Dismantling plank ceiling and supporting timber.
Dismantling cloth ceiling and supporting timber.
Dismantling stone-ware drains and concrete.
Removing R.C battens from roofs.
Removing R.S. beams from structures or truses.
Dismantling cement conglomerate floors (25mm to 50mm) thick including
concrete base.
Dismantling cement conglomerate floors (25mm to 50mm) thick without
concrete base.
Dismantling brick or flagged stone flooring including concrete base.
Page 52 CSR-1987 [Re-print]
Sr. No. Unit Rates in
Plains & Sub-
Montainous
Region
1 3 4
Description
2
(c) above 600 mm to 900 mm dia Metre 9.10
8.28 Each 1.60
8.29 Each 1.60
8.30 Metre 0.60
8.31
(a) White wash and colour wash Sqm. 0.29
(b) Lime Plaster Sqm. 1.50
(c) Cement Plaster. Sqm. 1.50
(d) Mud Palster Sqm. 0.25
(e) Bricks dismantled from brick work in lime or concrete 1000 Nos 65.00
(f) Bricks dismantled from brick work in mud. 1000 Nos 16.00
(g) Tiles dismantled from the work in lime or cement. 1000 Nos 85.00
(h) Dismantled boulder masonry/concrete articles
(i) In cement or lime Cum. 25.50
(ii) In mud Cum. 5.60
8.32Sqm. 0.48
8.33
Cum. 70.00
8.34
Metre 1.05
8.35 Sqm. 6.40
8.36
Sqm. 2.10
8.37 Sqm. 2.80
8.38
(i) Doors Each 4.85
(ii) Windows Each 3.25
(iii) Clerestory windows Each 1.60
Removing doors and windows together with the dismantling of walls
Dismantling Rain water pipes of A.C.C/C.I pipe with clamps and specials
etc.
Dismantling glazed tiles (to be carefully removed).
Dismantling asbestos cement, celotax or other hard board ceiling or
partition walls including supporting timber.
Dismantling wooden chajjas and sun-shades.
Dismantling wire gauge with frame work including separating frame work
and putting wire gauge into rolls.
Dismantling reinforced brick work including cutting, cleaning and
straightening of bars.
Dismantling tramway track
Scraping
Removing sal ballies from structures including stacking.
Dismantling sleepers from centring including stacking outside.
Page 53 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(a)
(b)
Plains Sub-
mountain
ous
Regions
Plains Sub-
mountain
ous
Regions
1 3 4 5 6 7
9.1
Sqm. 16.20 17.80 37.00 39.00
9.2
Sqm. 21.00 23.00 42.50 45.00
9.3
Sqm. 23.50 25.50 47.00 49.50
9.4
Sqm. 19.50 23.00 50.00 52.00
9.5
Sqm. 20.50 22.50 41.00 43.00
9.6
Sqm. 20.00 22.00 47.50 49.50
9.7
Sqm. 22.50 25.00 55.00 58.00
9.8
Sqm. 25.00 28.00 35.50 38.00
Centring and shuttering for corbels parapets, facias
and other similar items including edges.
2
Centring and shuttering for flat surface such as
Suspended floors, Roofs, Landing, Chhajjas,
Shelves etc.
Centring and shuttering for faces of walls,
partitions, retaining walls and the like (vertical or
battering) including attached pilasters, buttrresses,
etc.
Centring and shuttering for faces of walls,
partitions, retaining walls and the like (vertical or
battering) including attached pilasters, buttrresses
etc. when curved.
Centring and shuttering for sides and soffits of
beams haunching, girders, bressumers, lintels.
Centring and shuttering for stair cases with sloping
soffits including risers and stringers.
Description
Where-ever smooth exposed concrete finish is desired 33-1/3 percent extra on the labour rates
except for item No. 9.17 shall be payable. The through rates shall be increased correspondingly.
Deleted
Throgh Rate
Centring and shuttering for columns (square or
rectangular or polygonal in plan)
Centring and shuttering for columns (circular or
curved in plan)
Labour Rate
Item No.9.17 is payable subject to the following conditions :-
Pattern should be specially indicated by Architect.
Prior approval of the Chief Engineer should be obtained for getting this work as executed.
CHAPTER NO. 9
CENTRING AND SHUTTERING
Notes :-
Unless otherwise stated, the labour rates include handling of all materials within 100 metres.
Sr.
No.
Unit
Page 54 CSR-1987 [Re-print]
Plains Sub-
mountain
ous
Regions
Plains Sub-
mountain
ous
Regions
1 3 4 5 6 72
Description Throgh RateLabour RateSr.
No.
Unit
9.9Sqm.
53.00 58.00 605.00 611.00
9.10
Sqm. 7.50 8.20 25.00 26.00
9.11Sqm.
4.80 5.30 12.00 12.50
9.12
Sqm. 3.90 4.25 9.00 9.35
9.13 Per
Mtr. of
clear
span.
7.40 8.60 13.50 14.50
9.14 Per
Mtr. of
clear
span.
3.90 4.30 7.20 7.60
9.15
(a) Upto 3 Metres span Sqm. 16.20 17.80 37.00 39.00
(b) Above 3Metres Span but upto 6 Metres
Span.Sqm. 21.50 24.00 47.00 49.00
9.16
Sqm. 7.90 8.80 20.50 21.00
9.17 Sqm.of
surface
area
- - 17.00 20.00
9.18
(a) For square, rectangular, polygonal wells. Sqm. 7.50 8.20 25.00 26.00
(b) For circular/elliptical wells. Sqm. 14.50 16.00 35.50 37.00
9.19
Sqm 0.25 0.25 0.30 0.30
9.20
Sqm 1.00 1.00 1.00 1.00
Extra for shuttering in each subsequent storey
above the first. Storey (except for item No.9.17)
Extra for shuttering where any single storey height
exceeds 4 metres in height for every additional
height of 2 metres or part thereof (except for item
No.9.17).
Form work for cement concrete blocks, in-situ such
as staggered R.C blocks arrows and plain cement
concrete blocks.
Extra for steel shuttering pattern as specified by the
Engineer-in-charge.
Centring and shuttering for well curbs complete in
all respects.
Centring and shuttering for arches of verandah
openings
Centring and shuttering for arches of doors and
windows.
Centring and shuttering for slab culverts :-
Centring and Shuttering for R.C.C. domes.
Shuttering for faces of concrete foundations and
foundation beams. (Vertical and battering)
Shuttering for precast plain or Reinforced Concrete
of soil blocks, wall plates, bed plates, shelves,
etc. (small units up to 0.07 cu.m each)
Shuttering for precast R.C.C. battens.
Page 55 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(v)
(vi) (a)
(vi)
(vii)
(viii)
(ix)
(x)
(xi)
(xii)
(xiii)
(xiv)
(xv)
The labour rates given in this chapter include the cost of water, Tools and Plant, Scaffolding
(Labour and material) and cost of good earth for mud mortar, wherever required.
Deleted
CHAPTER NO. 10
CONCRETE
Notes :-
Unless otherwise stated, the labour rates include the rehandling charges of material within 100
metres.
The labour and through rates include the cost of water. Where water is supplied by the department,
the rate shall be decreased accordingly.
The laboure rates as well as through rates of concrete include the cost of curing. Wherever curing is
got done departmentally and not through the contractor, the rates shall be reduced by Rs. 2.00 per
cu.m
The rates given below are for hand-mixed concrete. In case mechanical mixer is employed
departmental at Government expense, the labour as well as through rates shall be decreased by
Rs. 4.00 per cum.
The rates given below are for non-vibrated concrete.
To the extent the plinth area of an inter floor remains within and upto 40 percent of the plinth area of
the main storey of the building immediately below the said inter-floor such an inter floor should be
regarded as mezzanine and if plinth area of the said inter-floor exceeds this limitting figure of 40 per
cent then the said inter-floor should be regarded for purposes of note (vi) above as a regular storey.
A mezzanine floor is not to be regarded as a separate additional storey in the structure for purposes
of allowing extra rate for concrete work under item no. 10.15. In the case of building storey having
such a mezzanine, therefore, the storey shall be considered for the full height ignoring the existence
of the mezzanine inter-floor.
The rates given below are for both cast-in-situ and precast work. The precast work includes the cost
of hoisting and fixing in position.
(b), (c) & (d) Deleted
The rates given in item no. 10.15 is for work done up to a height of 4 metres above plinth level
or upto the first storey roof top level which ever may be lower.
Deleted
Deleted
The rates for all items exclude the cost of steel reinforcement and form work/centring and shuttering
except for item No. 10.38, rate of which includes the labour and material for centring and shuttering
complete.
Deleted
Coarse sand for item No. 10.10 to 10.15, 10.25, 10.26, 10.27 & 10.38 shall be as per Punjab PWD
Specifications No.3.30.
Page 56 CSR-1987 [Re-print]
(xvi)
(xvii)
(xviii)
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(xix)
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
(xx)
(a)
(b)
(c)
(d)
(e)
Deleted
For foundation work and plinth beams @ 1.50sqm/cum
10 percent extra is payable on labour only for work in RCC slabs having inclination more than 25
degrees with the horizontal. Nothing extra shall be paid for lesser inclinations.
For estimate purposes cement contents may be taken as under (but payment will be made after
adjusting cement content as per mix design approved by the Engineer-in-charge) :-
For estimate purposes shuttering may be taken as under:-
For facia or any thin section @ 50kg/cum
For piles @ 30kg./cum.
For walls @ 90kg/cum
For M-35 grade concrete @ 475 kg. of cement per cum of concrete.
For M-40 grade concrete @ 500 kg. of cement per cum of concrete.
For M-20 grade concrete @ 375 kg. of cement per cum of concrete.
For M-25 grade concrete @ 425 kg. of cement per cum of concrete
For M-30 grade concrete @ 450 kg. of cement per cum of concrete.
For R.C.C. domes @ 10.00sqm/cum
For shelves @ 60kg/cum
For facia or any thin section @ 20.00sqm/cum
For R.C.C. domes @ 60kg/cum
For walls @ 13.00sqm/cum
For shelves @ 18.50sqm/cum
For estimate purposes steel reinforcement may be taken as under:-
For foundation @ 60kg/cum
For roof slab and door lintels @ 80kg./cum
For columns, beams @ 100kg/cum
For columns, beams, door lintels @ 8.00sqm/cum
For slabs @ 8.25sqm/cum
Page 57 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
10.1
Cum. 31.00 115.00 38.00 121.00
10.2
Cum. 40.50 261.00 44.50 265.00
10.3
Cum. 40.50 285.00 44.50 290.00
10.4
Cum. 40.50 296.50 44.50 300.50
10.5 (a) Cement Concrete 1:8:16 with brick ballast
40mm gauge. Cum. 40.50 229.00 44.50 233.00
(b) Cement Concrete 1:8:16 with 40mm gauge
stone aggregate. Cum. 42.50 218.00 47.00 222.00
(c) Cement Fly Ash Concrete 1:3:5:16 (1
Ordinary Portland Cement : 3 Fly Ash : 5
Sand : 16 Brick Ballast 40mm gauge) Cum 40.50 227.00 44.50 231.00
(d) Cement-Fly Ash Concrete 1:3:5:16 (1
Ordinary Portland Cement : 3 Fly Ash : 5
Sand : 16 stone Ballast 40 mm gauge) Cum 42.50 216.00 47.00 220.50
10.6 (a) Cement concrete 1:6:12 with brick ballast
40mm gauge. Cum. 40.50 255.00 44.50 259.00
(b) Cement Concrete 1:6:12 with 40mm gauge
stone aggregate. Cum. 42.50 244.00 47.00 248.00
(c) Cement-Fly Ash Concrete 1:2.5:3.5:12 (1
Ordinary Portland Cement : 2.5 Fly Ash : 3.5
Sand : 12 Brick Ballast 40mm gauge) Cum 40.50 252.50 44.50 256.50
(d) Cement-Fly Ash Concrete 1:2.5:3.5:12 (1
Ordinary Portland Cement : 2.5 Fly Ash : 3.5
Sand : 12 Stone Ballast 40mm gauge) Cum 42.50 241.50 47.00 246.00
10.7 (a) Cement concrete 1:5:10 with brick ballast
40mm gauge. Cum. 40.50 276.00 44.50 280.00
(b) Cement concrete 1:5:10 with 40 mm gauge
stone ballast. Cum. 42.50 265.00 47.00 269.00
(c) Cement-Fly Ash Concrete 1:2:3:10 (1
Ordinary Portland Cement : 2 Fly Ash : 3
Sand : 10 Brick Ballast 40mm gauge) Cum 40.50 273.50 44.50 277.50
Lime concrete 16:24:100 (0.16 Cum. Lime, 0.24
cum Surkhi, one cum brick ballast 30mm gauge)
Lime concrete 16:24:100 (0.16 Cum. Lime, 0.24
cum Surkhi, one cum brick aggregate 20mm
gauge)
Lime concrete 1:2:8 (0.13 Cum. Lime, 0.26 Cum.
Surkhi, one cum brick ballast 40mm gauge)
Description
Mud concrete with brick ballast 40mm gauge (in
hilly areas stone ballast 40mm gauge to be used
instead of brick ballast.
Sr. No. Unit Plains Sub-MOUNTAINOUS
2
Page 58 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
DescriptionSr. No. Unit Plains Sub-MOUNTAINOUS
2
(d) Cement-Fly Ash Concrete 1:2:3:10 (1
Ordinary Portland Cement : 2 Fly Ash : 3
Sand : 10 Stone Ballast 40mm guage) Cum 42.50 263.00 47.00 267.00
10.8 (a) Cement Concrete 1:4:8 with brick ballast
40mm gauge. Cum. 40.50 307.00 44.50 311.00
(b) Cement-Fly Ash Concrete 1:1.5:2.5:8 (1
Ordinary Portland Cement : 1.5 Fly Ash : 2.5
Sand : 8 Brick Ballast 40mm gauge) Cum 40.50 305.50 44.50 309.50
10.9
(a) 20mm gauge Cum. 42.50 307.00 47.00 312.00
(b) 40 mm gauge. Cum. 42.50 297.00 47.00 301.00
(c) Cement-Fly Ash Concrete 1:1.5:2.5:8 (1
Ordinary Portland Cement : 1.5 Fly Ash : 2.5
Sand : 8 Stone Ballast 20mm gauge) Cum 42.50 305.50 47.00 310.00
(d) Cement-Fly Ash Concrete 1:1.5:2.5:8 (1
Ordinary Portland Cement : 1.5 Fly Ash : 2.5
Sand : 8 stone Ballast 40mm gauge) Cum 42.50 295.00 47.00 299.00
10.10
Cum. 42.50 354.00 47.00 358.00
10.11
Cum. 42.50 447.00 47.00 451.00
10.12
10.13
Cum. 6.00 6.00 6.60 6.60
10.14
Cum. 52.00 456.00 57.00 462.00
10.15
Cum. 57.00 461.00 62.00 467.00
10.16
10.17
Extra over item 10.1 to 10.11 for plains and 10.1
to 10.8 for hills above when work is done in situ in
small quantities not exceeding 0.30 Cum. Per
block in situ such as staggered block arrows,
concrete block over inverted filters, bed plates
arches etc.
Cement Concrete 1:3:6 with stone ballast or
shingle.
Cement Concrete 1:4:8 with stone ballast of size.
Cement Concrete 1:2:4 with stone ballast or
shingle.
Deleted
Reinforced cement cocrete 1:2:4 hand mixed but
excluding steel reinforcement, centering and
shuttering in super structure.
Deleted
Deleted
Reinforced cement concrete 1:2:4 hand mixed but
excluding steel reinforcement, centering and
shuttering in foundation and plinth.
Page 59 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
DescriptionSr. No. Unit Plains Sub-MOUNTAINOUS
2
10.18
10.19
10.20
10.21
10.22
10.23
Per
Bag - 48.46 - 48.46
10.24
10.25
Sqm. 7.60 44.00 8.40 44.50
10.26
Sqm. 5.85 28.00 6.40 28.50
10.26
(ii)
Sqm. 5.10 23.30 5.65 23.80
10.27
Sqm. 5.85 22.00 6.40 22.50
10.28 Cum. 5.85 77.00 6.40 78.00
10.29 Cum. 5.85 89.00 6.40 90.00
10.30
Sqm. 1.05 1.05 1.15 1.15
10.31
Sqm. 0.65 --- 0.70 ---
10.32 Sqm. 0.65 0.65 0.70 0.70
Supplying & Laying dry brick ballast.
Nicking cement concrete surface (Over 28 days
old including preparation and laying slurry).
Damp proof course 7.5 cm thick of cement
concrete 1: 2: 4 with two coats of bitumen 20/30
penetration at 1.65 kg per Sq.m. laid hot and
sanded.
Washing concrete surface, scrubbing with brushes
including preparing and laying slurry.
Nicking lime concrete surface .
Damp proof course 4 cm thick of cement concrete
1: 2: 4 with two coats of bitumen 20/30 penetration
@ 1.65 kg per Sq.m. laid hot and sanded.
Damp proof course 2.5 cm thick of cement
concrete 1 : 2 : 4 with two coats of bitumen 20/30
penetration @1.65 kg per Sqm. laid hot and
sanded.
Supplying & Laying dry brick bats.
Deleted
Deleted
Deleted
Deleted
Deleted
Add/subtract for using excess/less cement content
in designed concrete mix for variation of cement
content from that required for nominal cement
concrete 1:2:4.
Deleted
Damp proof course 4 cm thick of cement concrete
1:2:4 with water proofing compound as per
manufacturer guide lines.
Page 60 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
DescriptionSr. No. Unit Plains Sub-MOUNTAINOUS
2
10.33
Sqm. 17.50 17.50 19.00 19.00
10.34
(i) Horizontal Sqm. 1.10 1.10 1.20 1.20
(ii) Glacis and crest Sqm. 2.20 2.20 2.40 2.40
(i) Horizontal Sqm. 0.90 0.90 1.00 1.00
(ii) Glacis and crest Sqm. 1.30 1.30 1.45 1.45
10.35 Sqm. 0.49 0.49 0.55 0.55
10.36 Cum. 54.00 54.00 59.00 59.00
10.37
10.38
(a) For wells plugged up to top. Cum. 87.00 491.00 93.50 497.50
(b) For well not plugged up to top. Cum. 192.00 596.00 198.50 602.50
10.39
10.40
Cum. 40.50 192.00 44.50 196.00
10.41
Cum. 40.50 211.00 44.50 215.00
10.42
Cum. 40.50 229.00 44.50 233.00
10.43
10.44 (a) Cement concrete 1:8:16 with brick ballast 20
mm gauge in foundation and plinth. Cum. 40.50 243.00 44.50 247.00
(a) Head works
Extra for grouting concrete between the grooves of
gates including labour for shuttering.
Plum cement concrete 1:8:16 with stone ballast
40mm gauge using 20% plum.
Deleted
Plum cement concrete 1:6:12 with stone ballast
40mm gauge using 20% plum.
Plum cement concrete 1:5:10 with stone ballast
40mm gauge using 20% plum.
Reinforced cement concrete work hand mixed
1:2:4 for well caps excluding steel reinforcement,
but including the cost of centring and shuttering
laid in position complete in all respects in
rectangular, square, polygonal, circular and all
elliptical wells.
Skipping concrete in wells.
Deleted
Preparing, watering and ramming surface for
laying concrete.
(b) Channels (Irrigation)
Preparing surface for inverted filters.
Deleted
Page 61 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
DescriptionSr. No. Unit Plains Sub-MOUNTAINOUS
2
(b) Cement concrete 1:8:16 with stone ballast 20
mm gauge in foundation and plinth. Cum. 42.50 229.00 47.00 233.00
(c) Cement-Fly Ash Concrete 1:3:5:16 (1
Ordinary Portland Cement : 3 Fly Ash : 5
Sand : 16 Brick Ballast 20mm gauge) in
foundation and plinth. Cum 40.50 241.50 44.50 245.00
(d) Cement-Fly Ash Concrete 1:3:5:16 (1
Ordinary Portland Cement : 3 Fly Ash : 5
Sand : 16 Stone Ballast 20 mm gauge) in
foundation and plinth. Cum 42.50 227.00 47.00 231.50
10.45 (a) Cement concrete 1:8:16 with brick ballast 32
mm gauge in foundation and plinth. Cum. 40.50 232.00 44.50 236.00
(b) Cement Concrete 1:8:16 with stone balast 32
mm guage in foundation and plinth. Cum. 42.50 221.00 47.00 225.00
(c) Cement-Fly Ash Concrete 1:3:5:16 (1
Ordinary Portland Cement : 3 Fly Ash : 5
Sand : 16 Brick Ballast 32mm gauge) in
foundation and plinth. Cum 40.50 230.00 44.50 234.00
(d) Cement-Fly Ash Concrete 1:3:5:16 (1
Ordinary Portland Cement : 3 Fly Ash : 5
Sand : 16 Stone Ballast 32mm gauge) in
foundation and plinth. 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
10.49
Cum 2.00 2.00 2.20 2.20
10.50
Cum 3.00 3.00 3.30 3.30
Extra for mechanical mixer used by the contractor
at his own cost.
Extra for vibrator used by the contractor at his
own cost.
Extra for P.C.C. work done in subsequent storey
above the first storey upto height of 4 metres or
part thereof upto the roof top level of that storey.
Extra for R.C.C. work done above 4 metres height
(where any single storey exceeds 4 metres in
height) for every additional height of 2 metres or
part thereof.
Extra for R.C.C. work done in subsequent storey
above the first storey upto height of 4 metres or
part thereof upto the roof top level of that storey.
Page 62 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
DescriptionSr. No. Unit Plains Sub-MOUNTAINOUS
2
10.51
Cum 2.00 2.00 2.20 2.20
10.52
Kg. --- 45.00 --- 45.00
10.53
(a) 200 mm dia piles. Metre --- 151.00 --- ---
(b) 250 mm dia piles Metre --- 169.00 --- ---
(c) 300 mm dia piles Metre --- 196.00 --- ---
(d) 400 mm dia piles Metre --- 232.00 --- ---
(e) 450 mm dia piles Metre --- 278.00 --- ---
(f) 500 mm dia piles Metre --- 330.00 --- ---
10.54
(a) 200 mm dia piles. Each --- 136.00 --- ---
(b) 250 mm dia piles Each --- 149.00 --- ---
(c) 300 mm dia piles Each --- 167.00 --- ---
(d) 400 mm dia piles Each --- 185.00 --- ---
(e) 450 mm dia piles Each --- 203.00 --- ---
(f) 500 mm dia piles Each --- 239.00 --- ---
Extra for providing under reamed bulb as per BIS
Specifications/Codes.
Extra for P.C.C. work done above 4 metres height
(where any single storey exceeds 4 metres in
height ) for every additional height of 2 metres or
part thereof.
Boring, providing and installing bored cast-in-situ
reinforced cement concrete pile of specified
diameter and length below the pile cap to carry a
safe working load not less than specified,
excluding the cost of concrete and steel
reinforcement (The rates of concrete and steel
reinforcement are to be taken for respective item
of chapter 10 & 18 respectively) but including the
cost of boring with manual auger (without
bentonite solution) and temporary casing of
appropriate length for setting out and removal of
same and the length of the pile to be embedded in
the pile cap etc. all complete as per BIS
Specifications/ Codes, including removal of
excavated earth with all lifts and leads. (Length of
pile for payment shall be measured upto bottom of
pile cap).
Extra for using admixure in designed mix concrete.
Page 63 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
DescriptionSr. No. Unit Plains Sub-MOUNTAINOUS
2
10.55
(a) 200 mm dia piles. Metre --- 51.00 --- ---
(b) 250 mm dia piles Metre --- 51.00 --- ---
(c) 300 mm dia piles Metre --- 82.00 --- ---
(d) 400 mm dia piles Metre --- 114.00 --- ---
(e) 450 mm dia piles Metre --- 137.00 --- ---
(f) 500 mm dia piles Metre --- 156.00 --- ---
Note:- Rates of item No. 10.52 to 10.55 are based on September 2008.
Extra for using Bentonite slury with Bentonite
pump in case of unstable bore.
Page 64 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(v)
(vi)
(vii)
(viii)
(ix)
(x)
(xi) (a) In case of basement, the masonry for basement floor, above the floor of basement, shall be
payable at the rates of the items of super-structure. For its foundation portion, allow Rs. 8.00
and Rs. 8.80 per cum. for plains and sub-mountainous area, respectively extra in the
foundation rates, for every additional depth of 4 metres or part there of.
Unless otherwise stated, the labour rates include the cost of rehandling of materials within 100
metres.
The rates for brick work done upto 1.5 metres height above the top of foundation concrete in case
of compound walls and in other Engineering works, is the same as for brick work in foundation and
plinth. In case of foundations of bridges, for those with ordinary open foundations, masonry above
top of foundation concrete and in case of well foundations, above top of well cap, for a height of 1.5
metres shall be paid for at the rate, appearing in schedule for masonry, in foundation and plinth.
Deleted
The Labour rate given in this chapter include the cost of water, tools and plants, scaffolding
(Labour & Materials) and cost of good earth for mud mortar and mud plaster, where ever required.
CHAPTER NO. 11
BRICK WORK
Notes :-
These rates are meant for small engineering works where the total quantity of Brick work does not
exceed 15 cu.m. and for all building works and boundry walls. The labour rates for large
engineering works except building works and boundry walls involving more than 15 cu.m. of brick
work shall be reduced by ten per cent and the through rates shall be reduced correspondingly.
Through rate for brick work with 2nd class Bricks will be reduced by Rs. 30/- per cu.m, than the
rates with first class Bricks for that item of work.
The labour rates as well as through rates include the cost of water. In case water is supplied free by
the department, rates will be reduced accordingly.
To the extent the plinth area of an inter floor called mezzanine remains within and upto 40 per cent
of the plinth area for the main storey of the building immediately below the said inter floor such an
inter floor should be regarded as mezzanine and if plinth area of the inter floor exceeds this limiting
figure of 40 per cent than the inter floor should be regarded for purpose of item No. 11.29 of this
chapter, as a regular storey. A mezzanine floor is not to be regarded as a separate additional storey
in the structure for purpose of allowing extra rate for brick work under item No. 11.29. In the case of
a building storey having such a mezzanine, therefore the storey shall be considered for the full
height as if ignoring the existence of the mezzanine inter floor.
The through rates, for the requisite mix of the mortar for item No. 11.73 and 11.74 can be arrived at
by adding Rs. 10.50 and Rs. 12.50 respectively for plains zone and Rs. 12.00 and Rs. 14.00
respectively for sub-montainous Zone to be the through rates of brick work in foundation and plinth,
of that mix.
Deleted
Page 65 CSR-1987 [Re-print]
(b)
(xii)
(xiii)
(xiv)
(xv)
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
11.1
Cum. 49.50 352.00 54.00 357.00
11.2
Cum. 70.00 372.00 77.00 379.00
11.3
Cum. 49.50 362.00 54.00 367.00
11.4
Cum. 70.00 382.00 77.00 389.00
11.5
Cum. 49.50 374.00 54.00 379.00
11.6
Cum. 70.00 394.00 77.00 401.00
11.7
Cum. 49.50 388.00 54.00 393.00
11.8
Cum. 70.00 409.00 77.00 416.00
11.9
Cum. 49.50 420.00 54.00 425.00
11.10
Cum. 70.00 440.00 77.00 447.00
The depth of foundation shall be deemed upto 1.5 metres below ground level. If the depth of
foundation where no basement is to be provided is more than 1.5 metres add Rs. 8/- and
Rs. 8.80/- per cu.m. for plains and submountainous area, respectively, in the rates of items
of foundation, for every additional depth of 4 metres or part there of.
2
First class burnt brick work laid in cement sand
mortar 1:5 in first storey upto 4 metres above
plinth level.
First class burnt brick work laid in cement sand
mortar 1:4 in foundation and plinth.
First class burnt brick work laid in cement sand
mortar 1:3 in foundation and plinth.
First class burnt brick work laid in cement sand
mortar 1:3 in first storey upto 4 metres above
plinth level.
First class burnt brick work laid in cement sand
mortor 1:4 in first storey upto 4 metres above
plinth level.
First class burnt brick work laid in cement sand
mortar 1:7 in foundation and plinth.
First class burnt brick work laid in cement sand
mortar 1:7 in first storey upto 4 metres above
plinth level.
First class burnt brick work laid in cement sand
mortar 1:6 in foundation and plinth.
First class burnt brick work laid in cement sand
mortar 1:6 in first storey upto 4 metres above
plinth level.
First class burnt brick work laid in cement sand
mortar 1:5 in foundation and plinth.
Sr. No. Sub-MountionusDescription
For brick work under water, the pumping out of water shall be carried out departmentally.
Unit Plains
Regarding the payment of extra rate, for subsequent storey above ground level, the structure above
plinth level, on natural ground level, will be considered as first storey.
The work of brick masonry, in stone-dust (from crusher) shall only be done, with prior approval of
the competent authority and the rate of brick work in cement sand mortar increased by Rs. 5/- cum
correspondingly.
Ground hydrated lime shall be used in all items of brick work in lime mortar.
Page 66 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Sub-MountionusDescription Unit Plains
11.11
Cum. 70.00 491.00 77.00 498.00
11.12
Cum. 49.50 418.00 54.00 423.00
11.13
Cum. 70.00 439.00 77.00 446.00
11.14
Cum. 49.50 401.00 54.00 406.00
11.15
Cum. 70.00 421.00 77.00 428.00
11.16
Cum. 49.50 390.00 54.00 395.00
11.17
Cum. 70.00 411.00 77.00 418.00
11.18
Cum. 49.50 381.00 54.00 386.00
11.19
Cum. 70.00 401.00 77.00 408.00
11.20
Cum. 49.50 377.00 54.00 382.00
11.21
Cum. 70.00 397.00 77.00 404.00
First class burnt brick work laid in cement lime,
sand mortar 1:2:9 (One cement, two lime and
nine sand) in foundation and plinth.
First class burnt brick work laid in cement lime,
sand, mortar 1:2:9 (One cement, two lime and
Nine sand) in first storey upto 4 metres above
plinth level.
First class burnt brick work laid in lime surkhi,
mortar 1:2 ( One lime and two surkhi) in first
storey upto 4 metres above plinth level.
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 cement,
lime, sand mortar 1:1:6 (One cement, One
lime, and six sand) in first storey upto 4
metres above plinth level.
First class burnt brick work laid in cement,
lime, sand, mortar 1:3:12 (One cement, three
lime and twelve sand) in foundation and
plinth.
First class burnt brick work laid in cement,
lime, sand mortar 1:3:12 (One cement, three
lime and twelve sand) in first storey upto 4
metres above plinth level
First class burnt brick work laid in cement,
lime, sand mortar 1:1:6 (One cement, One
lime, six sand) in foundation and plinth.
First class burnt brick work laid in cement sand
mortar 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)in
foundation and plinth.
First class burnt brick work laid in lime surkhi,
sand mortar 1:1:1 (One lime, One surkhi one
sand) in first storey upto 4 metres above plinth
level.
Page 67 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Sub-MountionusDescription Unit Plains
11.22
Sqm. 12.00 51.00 13.00 52.00
11.23
Cum. 44.00 289.00 48.50 294.00
11.24
Cum. 57.00 302.00 63.00 308.00
11.25
Cum. 64.00 327.00 71.00 333.00
11.26
Cum. 49.00 132.00 54.00 142.00
11.27
Cum. 57.00 223.00 63.00 229.00
11.28
Cum. 65.00 244.00 71.00 251.00
11.29 (a) Extra for additional storey upto 4
metres above the top of structural roof
of lower storey. Cum. 8.00 8.00 8.80 8.80
(b) Extra for brick work done above 4
meters (where any single storey
exceeds 4 metres in height) for every
additional height of 2 metres or part
thereof. Cum. 8.00 8.00 8.80 8.80
(c) Extra for 115mm thick brick walls for
additional storey upto 4 meters above
the top of structural roof of lower storey.
Sqm. 1.00 1.00 1.10 1.10
(d) Extra for 115mm thick brick work of
walls done above 4 meters (where any
single storey exceeds 4 meters in
height) for every additional height of 2
meters or parts thereof. Sqm. 1.00 1.00 1.10 1.10
11.30 (a) Extra for profile walls. Cum. 4.95 4.95 - -
Note : Deleted
First class burnt brick work laid in mud mortar
in foundation and plinth.
First class burnt brick work laid in mud mortar
in first storey upto 4 metres above plinth level.
First class burnt brick work laid in mud mortar
with Jibi face (Outer 5 cm.) laid in cement,
sand mortar 1:5 including striking of joints in
first storey upto 4 metres above plinth level.
Sundried brick work laid in mud mortar in first
storey upto 4 metres above plinth level.
Gilafi work with burnt bricks in the face and
sundried bricks in the interior, laid in mud
mortar including supply of mud mortar in first
storey upto 4 metres above plinth level.
Gilafi work as per item No. 11.27 with Jibi face
(outer 5cm laid in cement, sand mortar 1:5)
including striking joints.
115mm thick brick wall laid in cement, lime,
sand mortar 1:1:6 ( One Cement, one lime, six
sand) in superstructure upto 4 metres above
plinth level.
Page 68 CSR-1987 [Re-print]
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Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Sub-MountionusDescription Unit Plains
(b) Extra for flared out walls of syphons,
super-passages, falls etc. Cum. 8.00 8.00 - -
11.31
Cum. 13.00 13.00 14.50 14.50
11.32
Cum. 65.00 137.00 72.00 144.00
11.33
(a) Upto 1.5 metres span Cum. 29.50 48.00 32.50 51.00
(b) more than 1.5 metres but upto 3 metres
span. Cum. 59.00 87.00 65.00 93.00
(c) more than 3 metres but upto 6 metres
span. Cum. 69.00 105.00 76.00 112.00
11.34
Sqm. 13.00 57.00 14.50 58.00
11.35
Sqm. 9.30 48.50 10.00 49.00
11.36
Sqm. 12.00 51.00 13.00 52.00
11.37
Sqm. 13.00 45.00 14.00 46.50
11.38
Sqm. 12.00 39.00 14.00 41.00
11.39
Sqm. 20.50 77.00 24.00 80.00
11.40
Metre 5.20 11.00 5.70 11.50
11.41
Metre 7.80 17.00 8.60 17.50
Providing first class burnt brick on edge drip
course at the junction of roof and walls in
cement sand mortar 1:4 including dressing of
bricks.
First class 115mm thick honey-comb burnt
brick work laid in cement sand mortar 1:4
First class 225mm thick honey-comb burnt
brick work laid in cement sand mortar 1:4
75 mm thick brick wall laid in cement sand
mortar 1:4 with every alternate course
reinforced with hoop iron in superstructure.
Extra for burnt brick work in square or
rectangular pillars in building.
Extra for burnt brick work in circular pillars
constructed with dressed bricks including cost
of dressing bricks
Providing 75mm first class burnt brick drip
course at junction of roof and walls laid in
cement sand mortar 1:4 including dressing of
bricks.
Extra for burnt brick work in arches including
cost of shuttering :-
115 mm thick brick wall with every fourth
course reinforced with hoop iron laid in 1 :4
cement sand mortar in super structure.
115 mm thick brick wall laid in cement mortar
1:4 without reinforcement in foundation and
plinth.
115 mm thick brick wall laid in cement sand
mortar 1:4 without reinforcement in super
structure.
Page 69 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Sub-MountionusDescription Unit Plains
11.42
Cum. 138.00 856.00 152.00 869.00
11.43
Cum. 102.00 522.00 112.00 532.00
11.44
Cum. 112.00 788.00 123.00 800.00
11.45
Cum. 102.00 495.00 112.00 506.00
11.46
Cum. 112.00 742.00 123.00 754.00
11.47
Cum. 10.50 10.50 11.50 11.50
11.48
Cum. 18.50 18.50 20.00 20.00
11.49
Sqm. 19.00 51.00 20.50 53.00
11.50
Sqm. 19.00 53.00 20.50 55.00
11.51
Sqm. 17.00 49.50 19.00 51.00
Reinforced brick work in lintels 1:3 (50 kg.
cement 0.1 cum Course sand) including
shuttering and reinforcement upto 64kg per
cum.
First class brick tile masonary with 30.48
cm.x15.24cmx5.08cm tiles in cement sand
mortar 1:4 in first storey upto 4 metres above
plinth level.
Note :- Deleted
Extra for brick tile masonry in square or
rectangular pillars.
Tile facing with 22.86 cmx11.43cmx3.81cm tile
laid in cement sand mortar 1:4 in first story
upto 4 metres above plinth level without steel
reinforcement.
Tile facing with 22.86 cmx11.43cmx3.81cm
tiles laid in cement sand mortar 1:4 in first
story upto 4 metres above plinth level with
steel reinforcement.
Brick and tile jali 11.43 cm x 15.24 cm thick
alternate layers laid in cement sand mortar 1:4
using 22 numbers bricks and 18 Nos. tile
30.48 cm x 15.24 cm x 5.08 cm.
Extra for brick tile masonry in additional storey
upto 4 metres above the top of structural roof
of lower storey.
First class brick tile masonry with 22.86cm. x
11.43cm x 3.81cm tiles in cement sand mortar
1:4 in first storey upto 4 metres above plinth
level.
First class brick tile masonary with
30.48cmx15.24cmx5.08cm tiles in cement
sand mortar 1:6 in first storey upto 4 metres
above plinth level.
First class brick tile masonry with 22.86cm. x
11.43cmx 3.81cm tiles in cement sand mortar
1:6 in first storey upto 4 metres above plinth
level.
Page 70 CSR-1987 [Re-print]
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Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Sub-MountionusDescription Unit Plains
11.52
Sqm. 20.50 59.00 22.50 61.00
11.53
Sqm. 19.50 62.00 21.50 64.00
11.54
Sqm. 1.55 1.55 1.70 1.70
11.55
Sqm. 23.00 61.00 25.00 64.00
11.56
Sqm. 41.50 101.00 45.50 105.00
11.57
Sqm. 30.00 108.00 33.50 111.00
11.58
Sqm. 30.00 128.00 33.00 131.00
11.59
Sqm. 31.00 57.00 34.00 61.00
11.60
Metre 17.00 29.50 19.00 31.50
11.61
Metre 8.50 15.50 9.30 16.00
Tile on edge jali 5 cm thick laid in cement sand
mortar 1:4 reinforced with hoop iron 18 gauge
(1.25 mm) 25mm wide at every course using
19 numbers tiles 30.48cm x 15.24cm x
5.08cm.
Dressed or moulded three brick cornice laid in
cement sand mortar 1:4 including 12mm thick
cement plaster 1:4 or pointing as required.
Extra for tile facing in additional storey upto 4
metres above the top of structural roof of the
lower storey.
Brick jali with 22.86cm x 11.43cm thick
alternate layers laid in cement sand mortar 1:4
using 58 number bricks.
Brick and brick tile jali with 22.86cm x 11.43cm
thick alternate layers laid in cement sand
mortar 1:4 using 30 numbers bricks and 30
numbers brick tiles 22.86cm x 11.43cm x
3.81cm.
Tile jali 15.24cm thick laid in cement sand
mortar 1:4 using 46 numbers tiles 30.48cm x
15.24cm x 5.08cm.
V-shaped brick jali in 22.86 cm thick walls laid
in cement sand mortar 1:6 finished with 12mm
thick cement sand plaster 1:6 including making
straight edges with plaster.
Brick and tile jali with 22.86cm x 30.48cm thick
alternate layers laid in cement sand mortar 1:4
using 31 numbers bricks and 48 number tiles
30.48cm x 15.24cm x 5.08cm.
Tile jali with 22.86cm x 30.48cm thick
alternate layers laid in cement sand mortar 1:4
using 90 number tiles 22.86cm x 11.43cm x
3.81cm and 37 numbers tiles 30.48cm x
15.24cm x 5.08cm.
Dressed or moulded two brick cornice laid in
cement sand mortar 1:4 including 12mm thick
cement plaster 1:4 or pointing as required.
Page 71 CSR-1987 [Re-print]
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Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Sub-MountionusDescription Unit Plains
11.62
Metre 4.15 6.80 4.55 7.20
11.63
Metre 3.90 9.40 4.30 9.80
11.64
Each 9.30 14.50 10.50 15.50
11.65 100
Nos
36.50 36.50 40.00 40.00
11.66 Each 0.90 1.60 0.95 1.70
11.67 Cum. 21.00 21.00 23.00 23.00
11.68
Cum. 27.00 27.00 29.50 29.50
11.69
Cum. 20.50 20.50 22.50 22.50
11.70
Sqm. 19.50 19.50 21.50 21.50
11.71
Cum. 123.00 5,509.00 135.00 5,522.00
11.72
Cum. 23.50 23.50 25.50 25.50
11.73
Cum. 60.00 --- 66.00 ---
11.74
Cum. 62.00 --- 68.00 ---
Dressing, chamfering of bricks to required
shape in masonry work.
Replacing kallar eaten bricks.
Labour for brick work laid dry in walls
Dressed or moulded one brick cornice laid in
cement sand mortar 1:4 including 12mm thick
cement plaster 1:4 or pointing as required.
Corbelling around almirah including 12mm
thick cement plaster 1:6
Maroo-corners making from first class burnt
bricks and fixing in position with cement sand
mortar 1:4
Extra for specially moulded radiated work in
arches of egg-shaped sewers circular barrels
and similar drainage works excluding cost of
centring and moulds.
Extra for specially moulded brick work in
circular work such as well shafts circular
sumps, pump chambers etc. in which specially
moulded or cut bricks have to be used but for
which no centring or supports are required
upto 4.5 metre internal diametre.
First class burnt brick masonry in well steining
of circular wells.
Chiselling sides of head regulator and others
brick works to increase gullet width.
Fire brick work in lining of fire-places, flues etc.
(excepting chimney -shafts)
Pise work (Mud walling) including the cost of
earth, water and laying the earth into shape,
pruning and scraping, complete in all respects.
First class burnt brick masonry in well steining
of square, rectangular or ploygonal wells.
Page 72 CSR-1987 [Re-print]
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Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Sub-MountionusDescription Unit Plains
11.75
Metre 2.85 7.70 3.10 8.00
11.76
Sqm 12.10 41.50 13.30 42.70
11.77
(i) Cement Sand Mortar 1:7 Cum 49.50 352.00 54.00 357.00
(ii) Cement Sand Mortar 1:6 Cum 49.50 362.00 54.00 367.00
(iii) Cement Sand Mortar 1:5 Cum 49.50 374.00 54.00 379.00
(iv) Cement Sand Mortar 1:4 Cum 49.50 388.00 54.00 393.00
(v) Cement Sand Mortar 1:3 Cum 49.50 420.00 54.00 425.00
11.78
(i) Cement Sand Mortar 1:7 Cum 70.00 372.00 77.00 379.00
(ii) Cement Sand Mortar 1:6 Cum 70.00 382.00 77.00 389.00
(iii) Cement Sand Mortar 1:5 Cum 70.00 394.00 77.00 401.00
(iv) Cement Sand Mortar 1:4 Cum 70.00 409.00 77.00 416.00
(v) Cement Sand Mortar 1:3 Cum 70.00 440.00 77.00 447.00
(vi) Cement Sand Mortar 1:2 Cum 70.00 491.00 77.00 498.00
11.79
Sqm 13.00 57.00 14.50 58.00
11.80
Sqm 9.30 48.50 10.00 49.00
First Class burnt clay Fly Ash Brick work laid in
cement sand mortar in foundations and plinth
First Class brunt clay Fly Ash brick work laid in
cement sand mortar in first storey upto 4
metres) above plinth level.
115mm thick clay fly ash brick wall with every
fourth course reinforced with hoop iron laid in
cement sand mortar 1:4 in super structure.
115mm thick clay fly ash brick wall laid in
cement sand mortar 1:4 without reinforcement
in foundation and plinth.
Providing 5.55cm brick daily facing with brick
size 22.86cm x 5.55cm x 6.83cm to be
obtained after cutting from full brick size of
22.86cm x 11.11cm x 6.83cm laid in cement
sand mortar 1:3 on RCC lintels, beams, facia
etc.
76mm thick brick architrave to windows and
ventilators 115mm projected laid in cement
sand mortar 1:4 including 12mm thick cement
plaster 1:4
Page 73 CSR-1987 [Re-print]
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Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Sub-MountionusDescription Unit Plains
11.81
Sqm 12.00 51.00 13.00 52.00
11.82
Sqm 12.00 39.00 14.00 41.00
11.83
Sqm 20.50 77.00 24.00 80.00
115mm thick clay fly ash brick wall laid in
cement sand mortar 1:4 without rainforcement
in super structure.
First Class 115mm thick honey-comb burnt
clay fly ash brick work laid in cement sand
mortar 1:4.
First Class 225mm thick honey-comb burnt
clay fly ash brick work laid in cement sand
mortar 1:4.
Page 74 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(v)
(vi)
(vii)
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
12.1
Cum. 1082.00 1227.00 1190.00 1325.00
12.2
Cum. 1082.00 1204.00 1190.00 1302.00
12.3
Cum. 744.00 923.00 818.00 988.00
12.4
Cum. 744.00 881.00 818.00 946.00
12.5
Cum. 714.00 893.00 786.00 956.00
12.6
Cum. 714.00 852.00 786.00 914.00
CHAPTER NO. 12
STONE MASONRY
Notes :-
Sr. No. Unit Plains
The labour as well as through rates for item nos. 12.11, 12.12, 12.13, 12.16 to 12.24, 12.28 to 12.33
are applicable when quarried stone is used. When work is built with small boulders or with stone
obtained by breaking large boulders, the above rates will be increased by Rs. 30.00 per cum on
account of extra labour involved in dressing.
The through rate of the stone masonry, include the cost of stone at the site of work irrespective of
the distance from the source, but stone masonry will normally be constructed in such area, where
stone is available locally, or in the vicinity of the site of the work. Variations in actual lead in such
cases will be taken care of, by premium/abatement over the schedule rates. Where, however stone
is not available near at hand but has to be brought from long distances, item of stone masonry
should not be specified, and if, some work has to be constructed in stone due to very special
reasons, extra provision for carriage of stone should be made in the estimates.
If pumping is required in wet stone masonry work, it will be done departmentally.
Description Sub-Mountionus
The labour rates include the cost of water, tools and plant, labour and materials for scaffolding and
centring and shuttering wherever required and cost of good earth for mud mortar where required.
Unless otherwise stated, the labour rates include the rehandling of materials within 100 metres.
The rates include the cost of water. Where the water is supplied free by the Department, rates shall
be decreased accordingly.
The labour rates including the cost of dressing stones according to the relevent PWD Specifications.
Rustic ashlar in cement mortar (1:6) upto 6
metres above plinth level.
2
ASHLAR MASONRY
Fine ashlar in cement mortar (1:3) up to 6 metres
above plinth level.
Fine ashlar in cement mortar (1:6) up to 6 metres
above plinth level.
Rough tooled bastard ashlar in cement mortar
(1:3) up to 6 metres above plinth level.
Rough tooled or bastard ashlar in cement mortar
(1:6) up to 6 metres above plinth level.
Rustic ashlar in cement mortar (1:3) upto 6
metres above plinth level.
Page 74 CSR-1987 [Re-print]
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Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Sr. No. Unit Plains Description Sub-Mountionus
2
12.7
Cum. 18.00 18.00 19.00 19.00
12.8
Cum. 62.00 68.00 68.00 75.00
12.9
Cum. 1597.00 1742.00 1757.00 1892.00
12.10
Cum. 1597.00 1729.00 1757.00 1879.00
12.11Cum. 551.00 719.00 606.00 764.00
12.12
Cum. 551.00 702.00 606.00 748.00
12.13
Cum. 551.00 691.00 606.00 736.00
12.14
Cum. 13.00 13.00 14.50 14.50
12.15
Cum. 57.00 61.00 63.00 67.00
12.16
Cum. 157.00 342.00 172.00 349.00
12.17
Cum. 157.00 321.00 172.00 328.00
12.18
Cum. 157.00 308.00 172.00 314.00
12.19
Cum. 133.00 203.00 146.00 208.00
12.20
Cut stone work in cornices, string courses, etc. in
cement mortar 1:4.
Extra for above items for every additional storey of
height upto 4 metres above the top of structural
roof of lower storey.
Block in course upto 4 metres above plinth level in
cement mortar 1:4
Squared rubble masonry coursed (coursed rubble)
in foundations, plinth and superstructure laid dry.
Extra for above items for every additional storey of
height upto 4 metres above the top of structural
roof of lower storey.
Add extra for arch work including centring and
shuttering.
Squared or Rectangular Pillars of Rubble
Masonry
Squared rubble masonry coursed (coursed rubble)
in foundations and plinth in cement mortar 1:4
Squared rubble masonry coursed (coursed rubble)
in foundations and plinth in cement mortar 1:5
Squared rubble masonry coursed (coursed rubble)
in foundations and plinth in cement mortar 1:6
Squared rubble masonry coursed (coursed rubble)
in foundations and plinth in mud mortar
Extra for arch work including centring and
shuttering.
Cut stone work in cornices, string courses, etc. in
cement mortar 1:3.
Block in course upto 4 metres above plinth level in
cement mortar 1:5
Block in course upto 4 metres above plinth level in
cement mortar 1:6
Block in Course Rubble Masonry
Page 75 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Sr. No. Unit Plains Description Sub-Mountionus
2
(a) Where building stone is specially arranged
by the contractor. Cum. 96.00 167.00 106.00 152.00
(b) Where stone is available within 100 metres
from rock cutting already done. Cum. 97.00 - 106.00 -
(c) Where stone is available within 100 metres
from dismantled or failed structure.
Cum. 71.00 - 78.00 -
12.21
Cum. 174.00 359.00 191.00 367.00
12.22
Cum. 174.00 338.00 191.00 347.00
12.23
Cum. 174.00 324.00 191.00 333.00
12.24
Cum. 141.00 211.00 155.00 216.00
12.25
Cum. 27.00 27.00 29.50 29.50
12.26
Cum. 14.00 14.00 15.00 15.00
12.27
Cum. 62.00 66.00 68.00 73.00
12.28
Cum. 133.00 276.00 146.00 280.00
12.29
Cum. 133.00 285.00 146.00 290.00
12.30
Cum. 133.00 297.00 146.00 301.00
Squared rubble masonry uncoursed or built to
courses in foundations and plinth in cement
mortar 1:4 to a pattern if specified.
Squared rubble masonry uncoursed or built to
courses in foundations and plinth in cement
mortar 1:5 to a pattern if specified.
Random Rubble Masonry
Extra for above items for every additional storey of
height upto 4 metres above the top of structural
roof of lower storey.
Extra for arch work including centring and
shuttering.
Random rubble masonry or polygonal rubble
masonry (Kentish Rag) or random or polygonal
rubble built to courses in foundations and plinth in
cement mortar 1:8
Random rubble masonry or polygonal rubble
masonry (Kentish Rag) or random or a polygonal
rubble built to courses in foundations and plinth in
cement mortar 1:7
Add for work in super structure up to 4 metres
above plinth level.
Squared rubble masonry uncoursed or built to
courses in foundations and plinth in cement
mortar 1:6 to a pattern if specified.
Squared rubble masonry uncoursed or built to
courses in foundations and plinth in mud mortar
to a pattern if specified.
Random rubble masonry or polygonal rubble
masonry (Kentish Rag) or random or polygonal
rubble built to courses in foundations and plinth in
cement mortar 1:6.
Page 76 CSR-1987 [Re-print]
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Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Sr. No. Unit Plains Description Sub-Mountionus
2
12.31
Cum. 86.00 157.00 95.00 156.00
12.32
(a) Where building stone is specially arranged
by the contractor. Cum. 89.00 159.00 97.00 159.00
(b) Where stone is available within 100 metres
from rock cutting already done. Cum. 54.00 59.00
(c) Where stone is available within100 metres
from dismantled or failed structure. Cum. 80.00 - 88.00 -
12.33
Cum. 133.00 320.00 146.00 314.00
12.34
Cum. 86.00 153.00 95.00 153.00
12.35
Cum. 27.00 27.00 30.00 30.00
12.36
Cum. 11.00 11.00 12.00 12.00
12.37
(a) Quartezite stone 2-3 faces cum. of
masonry
45.00 - 49.50 -
(b) Quartezite stone 4-5 faces cum. of
masonry73.00 - 81.00 -
(c) Sand stone 2-3 faces cum. of
masonry37.00 - 41.00 -
(d) Sand stone 4-5 faces cum. of
masonry59.00 - 65.00 -
12.38 sqm. of
face
area
14.00 - 15.50 -
12.39 sqm. of
dressed
area
61.00 - 67.00 -
Extra for above items for every additional storey of
height upto 4 metres above the top of structural
roof of lower storey.
Rough hammer dressing of boulders :-
Hammer dressing of stone for face work
Fine chisel dressing (three-line dressing) of
stones.
Random rubble masonry or polygonal rubble
masonry (Kentish Rag) or random or polygonal
rubble built to courses in foundations and plinth in
mud mortar
Random rubble masonry or polygonal rubble
masonry (Kentish Rag) or random or polygonal
rubble built to courses in foundations and plinth
and superstructure laid dry.
Boulder masonry in cement mortar (1:6) in
foundations and plinth.
Boulder masonry in mud mortar in foundations
and plinth.
Add for work in super structure 4 metres above
plinth level.
Page 77 CSR-1987 [Re-print]
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Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Sr. No. Unit Plains Description Sub-Mountionus
2
12.40 sqm. of
dressed
area
32.50 - 36.00 -
12.41 sqm. of
dressed
area
23.00 - 25.50 -
12.42
Cum. 33.50 - 37.00 -
12.43 Cum. 14.00 46.00 15.50 47.00
12.44
Sqm. - - 50.50 307.00
12.45
Sqm. - - 49.00 293.00
12.46
Sqm. - - - 31.40
12.47
Sqm. - - - 64.00
Deduct from rate of item no. 12.44 and 12.45 if
chil wood is used instead of deodar.
Walling 12.5cm thick deodar framing unwrought
with stone in cement mortar 1:6 with plaster and
white washing but including treatment of frame
work for plastering.
Walling 12.5cm thick deodar framing unwrought
with stone in mud mortar without plaster and
without white washing but including treatment of
frame work for plastering.
Deduct from rate of item no. 12.44 and 12.45 if
kail wood is used instead of deodar.
Stone filling behind retaining walls.
Ordinary chisel dressing (two-line dressing) of
stones.
Rough tooled dressing (one-line dressing) of
stones.
Dry stone masonry for work of purely temporary
nature (excluding dressing)
DHAJJI WALLING
Page 78 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(v)
(vi)
(vii)
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
13.1 Cum. 70.00 70.00 77.00 77.00
13.2 Cum. 95.00 95.00 104.00 104.00
13.3 Cum. 56.00 56.00 62.00 62.00
13.4
Cum. 85.00 85.00 93.00 93.00
13.5Cum. 66.00 66.00 72.00 72.00
13.6
Cum. 42.00 42.00 46.50 46.50
13.7
Cum. 193.00 193.00 212.00 212.00
13.8 Qtl. 16.00 16.00 17.00 17.00
13.9
Qtl. 31.50 31.50 35.00 35.00
CHAPTER NO. 13
HOISTING AND ROOFING
Notes :-
Sr.
No.
Unit Plains Sub-Mountainous
Region
Description
Unless otherwise stated, the labour rates include handling of material within 100 metres.
The rates for hoisting are for heights upto 4 metres above plinth. For every additional 4 metres
height or part thereof, add 10 per cent on item Nos. 13.1 to 13.5 and add 20 per cent on item Nos.
13.6 to 13.9.
For item No. 13.9 for bridge girders having spans more than 15 metres, special rates will be
worked out and paid for on the merits of each case.
The rates for item Nos. 13.62 to 13.69 exclude the cost of beading and frame work for base which
is to be paid for separately.
The rates given are for single storey. For every additional storey of 4 mtr. or part add Rs. 0.30 per
sqm. for item No. 13.11, 13.13, 13.14 and 13.17.
Hoisting R.C.C battens and placing in position.
Hoisting R.C.C lintel and placing in position.
2
Hoisting wooden trusses and placing in
position.
Hoisting R.S joists and placing in position.
Hoisting steel roof trusses, plate girders of any
span for buildings and plate and trussed girders
for bridges up to 15 metres span.
The rates for hoisting are not to be paid over and above the rates for manufacture of beams
battens, etc., as given in other chapters as these rates already include hoisting charges.
The labour rates given in this chapter include the cost of water, tools and plant, scaffolding (Labour
and meterial) and cost of good earth for mud mortar and mud plaster wherever required.
Hoisting R.C.C shelves and placing in position.
Hoisting R.C.C bed plates and placing in
position.
Hoisting wooden battens and placing in
position.
Hoisting wooden beams and placing in position.
Page 79 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Sr.
No.
Unit Plains Sub-Mountainous
Region
Description
2
13.10
Qtl. 60.00 60.00 66.00 66.00
13.11
Sqm. 25.50 65.00 28.00 68.00
13.12
Sqm. 9.90 21.00 11.00 22.00
13.13
Sqm. 18.00 51.00 19.50 53.00
13.14
Sqm. 23.00 63.00 25.50 65.00
13.15
Sqm. 5.30 38.00 5.90 38.50
13.16Sqm. 6.50 40.50 7.00 41.00
13.17
Sqm. 5.10 34.00 5.60 34.50
Terracing consisting of tiles 22.86 cm x 11.43
cm x 3.81 cm laid over 25mm mud plaster, 75
mm mud filling on another layer of 25 mm mud
plaster including two coats of bitumen laid hot
@ 1.65 Kg. per Sqm. on top of R.C.C slab
including grouting with cement sand mortar 1:4
and top surface to be left clean after wire
brushing etc.
Tile terracing laid dry over roof consisting of one
layer of tiles 22.86 cm x 11.43 cm x 3.81 cm
including grouting with cement sand mortar 1:4
top surface to be left clear after wire brushing.
Roofing consisting of 5cm thick precast cement
concrete 1:2:4 tiles laid in position with cement
sand mortar 1:3 over R.CC battens 0.6 metre
apart excluding cost of R.C.C battens but
including 4 cm thick screed of cement concrete
1:4:8 over tiles 2 coats of bitumen @ 2.34 kg.
per sqm., 25 mm mud plaster. 7.5cm mud,
another layer of 25mm mud plaster filling space
between battens over beams with cement
concrete (1:3:6) blocks in cement mortar 1:3 and
cement pointing 1:2 on the underside of tiles.
Thatching 15cm thick including bamboo frame
and matting excluding the cost of purlins.
Second class mud roofing consisiting of one layer of
tiles 30.48 cm x 15.24 cm x 5.08 cm laid in cement
mortar 1:3 including 6 mm thick cement plaster 1:4 on
top with two coats of bitumen painting @2.63kg. per
Sqm. covered with 10cm of mud and two layers of 25
mm mud plaster with Gobri leeping on top and cement
plaster 1:4 on parapet between tiles and drip course,
1:2 cement pointing under side of tiles and filling of
spaces between the battens.
Third class mud roofing consisting of two layers of
sirki and sarkanda covered with 12.5 cm mud and
mud plaster with gobri leeping on top.
Assembling at site and hoisting and placing in
position tubular trusses, complete with
accessories such as purlins, bracings,
longitudinal ties, truss shoes, purlin clips and
other truss components complete in all respects.
Roofing
Thatching 23cm thick including bamboo frame
and matting excluding the cost of purlins.
Page 80 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Sr.
No.
Unit Plains Sub-Mountainous
Region
Description
2
13.18
Sqm. 4.80 127.00 5.30 128.00
13.19
Sqm. 6.60 80.00 7.30 80.00
13.20
Sqm. 6.60 85.00 7.30 86.00
13.21
Metre 10.50 56.00 11.50 57.00
13.22
Metre 10.50 60.00 11.50 61.00
13.23
Metre 2.85 69.50 3.15 70.00
13.24
Metre 3.65 76.00 4.00 76.50
13.25
Metre 3.45 48.50 3.80 49.00
13.26
Each 4.15 37.50 4.55 38.00
13.27
Each 4.15 37.50 4.55 38.00
Ridges and valleys 45 cm over all, in plain
G.I sheet, 22 S.W.G (0.80 mm) fixed with
galvanised iron J and L hooks 10 mm dia G.I
limpet and bitumen washer complete.
Providing and fixing asbestos cement semi -
corrugated sheet ridge, final in the ridge.
Corrugated asbestos sheet roofing 7mm
thick sheets fixed with G.I. hooks and bolts,
limpet and bitumen washers complete, fixed in
position, excluding the cost of purlins, rafters
and trusses.
Corrugated G.I. sheet roofing 22 SWG (0.80
mm) fixed with galvanised iron J or L hooks 10
mm dia G.I., limpet and bitumen washers
complete, excluding the cost of purlins, rafters
and trusses.
Semi-corrugated asbestos sheet roofing
7mm thick sheet fixed with G.I hooks and bolts
limpet and bitumen washers complete, fixed in
position excluding the cost of purlins, rafters and
trusses.
G.I sheet Gutters, 22 S.W.G (0.80 mm) semi-
circular 15cm diameter including fixing with
clamps and making connection with rain water
pipes.
Asbestos cement ridges fixed with galvanised
iron J and L hooks 100mm dia, G.I. plain and
bitumen washers complete.
Asbestos cement valley gutters 45cm x
12.5cm x 15cm size fixed with galvanised iron
J and L hooks 10mm dia, and flat iron clamps
25mm x 3mm size, G.I plain and bitumen
washers including asbestos rope and plastic
compound in joints complete.
Providing and fixing asbestos cement corrugated
ridge final in the ridge.
Providing and fixing asbestos cement corrugated
and semi corrugated apron-piece with crank
bolts in position etc. complete.
Page 81 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Sr.
No.
Unit Plains Sub-Mountainous
Region
Description
2
13.28
Metre 2.60 32.50 2.85 33.00
13.29
Metre 2.60 32.50 2.85 33.00
13.30
Metre 2.10 7.00 2.30 7.30
13.31
Metre 2.60 99.50 2.85 100.00
13.32
Each 3.10 13.50 3.40 14.00
13.33
Pair 6.20 37.00 6.80 37.50
13.34
Metre 7.80 40.00 8.50 40.50
13.35
Metre 3.00 35.50 3.20 36.00
13.36
Each 3.65 27.00 4.00 27.50
13.37
Each 4.60 27.50 5.00 28.00
13.38
Each 6.50 39.50 7.20 40.50
13.39
Each 4.60 27.00 5.00 27.00
13.40
Each 6.70 25.50 7.30 26.00
Providing and fixing asbestos cement rain-
water pipes 100mm dia, with M.S holder
clamps fixed on wall face with cement mortar
1:4 complete.
Embedding asbestos cement 100mm dia, rain-
water pipes in cement mortar during masonry
work.
Providing and fixing asbestos cement plain bend
100mm dia in position with gutter etc.
Providing and fixing asbestos cement
expansion joints for semi-corrugated sheets
fixed with 16mm dia G.I bolts with bitumen and
G.I. washers etc., complete.
Providing and fixing asbestos cement semi-
corrugated and corrugated sheet North light
curves with asbestos sheet roofing and purlins
etc.
Providing and fixing asbestos cement corrugated
sheet eaves filler piece in position etc. complete.
Providing and fixing asbestos cement semi-
corrugated sheet eaves filler piece in position
etc. complete.
Providing and fixing asbestos cement expansion
joints for North light curves etc.,
Providing and fixing union clips in gutters of
asbestos cement sheet roofing etc. complete
Providing and fixing asbestos cement swan
neck 100mm dia in position with asbestos
cement pipe.
Providing and fixing asbestos cement expansion
joints for ridge, etc., complete.
Providing and fixing asbestos cement
hexagonal rain-water head 33cm x 24 cm for
asbestos cement pipe in position.
Providing and fixing asbestos cement shoe for
asbestos cement rain-water pipe in position.
Page 82 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Sr.
No.
Unit Plains Sub-Mountainous
Region
Description
2
13.41
Metre 7.80 75.50 8.50 76.00
13.42
Each 3.50 37.00 3.85 37.00
13.43
Each 3.50 39.00 3.85 39.50
13.44
Metre 2.45 69.50 2.65 70.00
13.45
Each 2.90 10.00 3.20 10.50
13.46
Each 4.40 32.00 4.85 32.50
13.47
Each 4.40 26.00 4.85 26.50
13.48
Each 4.40 23.00 4.85 23.50
13.49
Each 19.00 30.50 21.00 32.50
13.50
Metre 5.25 10.50 5.80 10.50
Khurra on roof as per item 13.43 with G.I spouts
and fixing in position.
Providing and fixing cast iron 100mm dia,
rain water pipe with screw and wooden plugs
fixed on wall-face, including filling joints with
spun yarn and cement mortar 1:2 excluding
head and shoe etc.
Providing and fixing cast iron head for rain
water pipe on wooden plugs fixed on wall-face
including filling the joints with spun yarn and
cement mortar 1:2.
Providing and fixing cast iron shoe for rain
water pipe on wooden plugs fixed on wall face
including filling the joints with spun yarn and
cement mortar 1:2.
Khurra on roof as per item 13.43 with A.C
spouts and fixing in position.
Khurra on roof as per item 13.43 with C.I spouts
and fixing in position.
Khurra on roof as per item 13.43 with RCC 1:2:4
precast rain water spouts.
Embedding 100mm dia C.I. rain water non
pressure I.S.I. mark pipe in cement mortar
during masonry work.
Top khurra 0.6m x 0.6m for rain water pipe in
25mm thick cement concrete 1:2:4 over 50mm
thick cement concrete 1:8:16.
Reason : The cost of pipe has been taken as Rs.
267.93 including all material of fitting etc. and
total rate works out to Rs. 270.00 & Rs. 271.00
per Metre for plains and sub-mountinous Region
respectively but the rate of pipe including fitting
material is for 4 Metre length when it is divided
by 4 than rate works out to Rs. 66.98 per Metre
and by adding labour over all works out to be
Rs. 69.50 and Rs. 70.00 per Metre for both the
region respectively.
Khassi parnala 12.5 m.m. thick in cement
mortar 1:2 (35cm) out side width and up to 4.25
m.m. height.
Page 83 CSR-1987 [Re-print]
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Sr.
No.
Unit Plains Sub-Mountainous
Region
Description
2
13.51
Each 12.00 61.00 13.00 62.00
13.52
Sqm. 12.00 12.50 13.00 13.50
13.53
Qtl. 59.00 381.00 65.00 387.00
13.54 Sqm. 0.38 2.70 0.42 2.70
13.55
Metre 2.60 5.60 2.80 5.80
13.56
Sqm. 2.80 38.50 3.10 39.00
13.57
Cum. 19.50 69.00 21.50 71.00
13.58
Metre 1.90 6.20 2.00 6.50
13.59
Metre 1.90 7.30 2.10 7.50
13.60
Metre 1.90 8.30 2.10 8.50
13.61
Sqm. 18.50 102.00 20.50 104.00
13.62
Sqm. 18.50 150.00 20.50 152.00
Cement concrete 1:2:4 gola 10 cm. x 10 cm.
quardrant along junction of roof with parapet
wall finished smooth, where specially specified.
Providing and laying four courses of water
proofing treatment with bitumen felt over roofs
consisting of first and third courses of blown
type bitumen grade 85/25 applied hot @1.20kg
per sqm. of area for each course, second course
on roofing felt type 3 grade-I (Hessian base self
finished bitumen felt) and fourth and final course
of stone grit 6m.m. and down size or pea-sized
grit spread at 0.006 cu.m. per sq.m. including
preparation of surface complete.
Supplying and filling cinder on roof (1st Storey)
including light ramming.
Deodar wood beading 50 m.m. x 12.5m.m.
including fixing in position etc. complete
CEILINGS
Bottom Khurra on ground 1.2m. x 0.6m.
consisting of brick on-edge laid in cement
mortar 1:3 over 75mm cement concrete 1:8:16
including 12.5m.m. thick cement plaster 1:3
Deodar wood beading 63 m.m. x 12.5m.m.
including fixing in position etc. complete.
Deodar wood beading 75 m.m. x 12.5m.m.
including fixing in position etc. complete.
Deodar wood plank ceiling 12.5m.m. thick
tongued and grooved planking.
Extra for bitumen painting @0.69 Kg. per Sqm.
Laying 10 cm. earth and two coats of 25m.m.
mud plaster with gobri leeping on top including
two coats of bitumen painting @1.65kg. Per
Sqm.
Applying bitumen on roofs including heating and
carriage to roof.
Deodar wood plank ceiling 20m.m. thick
tongued and grooved planking.
Page 84 CSR-1987 [Re-print]
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Rate
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Sr.
No.
Unit Plains Sub-Mountainous
Region
Description
2
13.63
Sqm. 18.50 132.00 20.50 134.00
13.64 Sqm. 4.00 22.50 4.40 23.00
13.65 Sqm. 4.00 12.80 4.40 13.20
13.66 Sqm. 3.15 57.00 3.50 58.00
13.67
Sqm. 4.70 58.50 5.10 59.00
13.68
Sqm. 3.40 102.00 3.80 103.00
13.69
Sqm. 84.00 235.00 92.00 244.00
Providing and fixing 5 m.m. thick asbestos sheet
ceiling.
Providing and fixing 12.5 m.m. thick insulation
perforated board (such as celetex, Treetex etc.)
ceiling.
Plaster of pairs ceiling 12.5m.m. thick
consisting of 12.5m.m. thick panels of plaster of
paris reinforced with hessian cloth fixed to under
side of deodar wood cradling of specified design,
solignum painted (two coats) including cost of
fixing in position all materials, etc.
Kail wood plank ceiling 20m.m. thick tongued
and grooved planking.
Providing and fixing Dasuty cloth ceiling.
Providing and fixing hessian cloth ceiling.
Providing and fixing plywood ceiling.
Page 85 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(v)
(vi)
(vii)
(viii)
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
14.1
Sqm. 4.30 27.00 4.75 27.00
14.2
Sqm. 1.65 3.80 1.80 4.00
14.3
Sqm. 7.90 18.00 8.70 19.00
14.4
Sqm. 7.90 24.00 8.70 25.00
14.5
Sqm. 7.90 28.00 8.70 29.00
14.6
Sqm. 12.00 45.00 13.50 46.00
Conglomerate floor 50mm thick cement concrete
topping 1:2:4.
Conglomerate floor 25mm thick cement concrete
1:2:4 on 100mm thick cement concrete 1:8:16
and 100mm sand or stone filling.
2
CHAPTER NO. 14
FLOORING AND DADOS
Notes :-
Coarse sand (fine aggregate) for 1:2:4 concrete in item of conglomerate, polished and terrazo
flooring shall be as per Punjab PWD Specifications No.3.30.
Unless otherwise stated, the labour rates include the handling charges of materials within 100
metres.
The rates include the cost of water. Where the water is supplied free by department, the rates shall
be decreased accordingly.
The rates given are for ground floor, for every additional storey add Rs. 0.30 per sqm.
The labour rates given in this chapter include the cost of water, tools and plants and cost of good
earth for mud mortar and mud plaster wherever required.
Sr. No. Unit Plains
For square and rectangular columns, enhance the labour rate for item No. 14.28 to 14.32 by 33.3 per
cent. For round and eliptical columns, enhance the labour rates for the item No. 14.28 to 14.32 by
100 per cent. The through rates are to be increased accordingly.
Risers of stair-case are to be paid as per skirting or dado rates while treads and landings are to be
paid as per flooring rates of similar specifications.
The rates for rubbing and polishing to granolithic finish are for rubbing & polishing to granolithic
grenite finish.
Sub-mountainous
Region
Description
Base course of floor consisting of 100mm thick
cement cocrete 1:8:16 and 100mm sand filling.
Floating coat of 1.5 mm thick neat cement laid in
one operation to the topping.
Conglomerate floor 25mm thick cement concrete
topping 1:2:4.
Conglomerate floor 40mm thick cement concrete
topping 1:2:4.
Page 86 CSR-1987 [Re-print]
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.7
Sqm. 12.00 51.00 13.50 52.00
14.8
Sqm. 12.00 55.00 13.50 56.00
14.9
Sqm. 2.55 12.00 2.80 12.50
14.10
Sqm. 2.55 10.00 2.80 10.50
14.11
14.12
Sqm. 13.00 49.00 14.00 50.00
14.13
Sqm. 21.00 36.00 23.00 38.00
14.14
Sqm. 21.00 41.50 23.50 44.00
14.15
Sqm. 19.00 34.00 21.00 36.00
14.16
Sqm. 2.60 21.50 2.85 22.00
14.17
Sqm. 4.60 35.00 5.05 35.50
14.18
Sqm. 4.05 38.50 4.45 38.50
14.19
Sqm. 12.00 61.00 13.00 62.00
Flat brick on tile flooring laid in cement sand
mortar 1:4 on 100mm thick cement concrete
1:8:16 and 100mm sand filling and cement
pointed 1:2 on top.
25mm thick conglomerate floor of cement
concrete 1:2:4 over flat brick laid dry with 25mm
open joints alround filled with cement concrete
1:2:4 simultaneously with topping over 100mm
sand filling.
25mm thick grey polished flooring cement
concrete 1:2:4 topping finished with 3mm thick
neat coat of cement rubbed and polished.
40mm thick grey polished flooring cement
concrete 1:2:4 topping finished with 3mm thick
neat coat of cement rubbed and polished.
Conglomerate floor 40mm thick cement concrete
1:2:4 on 100mm cement concrete 1:8:16 and
100mm sand or stone filling.
Conglomerate floor 50mm thick cement
concrete 1:2:4 on 100mm cement concrete
1:8:16 and 100mm sand or stone filling.
Screed of 50mm thick cement concrete 1:8:16 to
be laid below the topping.
Screed of 40mm thick cement concrete 1:8:16 to
be laid below the topping.
Deleted
20mm thick grey polished skirting or dado
consisting of bottom layer of 16mm thick cement
sand plaster 1:3 and finished 3mm thick topping
of neat cement, rubbed and polished including
rounding of junction with floors.
Flat brick paving dry over 25 mm thick mud
mortar grouted with sand.
Dry brick on edge paving sand grouted over
50mm thick earth and mud plaster.
Dry brick on edge paving sand grouted over
50mm thick rammed brick aggregate 40mm
gauge.
Page 87 CSR-1987 [Re-print]
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.20
Sqm. 15.00 72.00 16.50 73.00
14.21
Sqm. 5.00 27.00 5.50 27.50
14.22
Sqm. 31.00 59.00 34.00 62.00
14.22
(ii)
Sqm. 38.00 70.00 42.00 74.00
14.22
(iii)
Sqm 40.00 76.50 44.00 80.50
14.23
Sqm 31.00 76.00 34.00 79.00
14.23
(ii)
Sqm 38.00 87.00 42.00 91.00
Brick on edge flooring laid in cement sand
mortar 1:4 on 75mm thick cement concrete
1:8:16 and 100mm sand filling cement pointed
1:2 on top.
Flat brick or tile flooring laid dry over a bed
of 6mm thick cement sand mortar 1:6
grouted with cement sand mortar 1:4 and top
surface to be left clean after wire brushing
40mm thick grey terrazo topping rubbed and
polished to a granolithic finish under layer
34mm thick cement concrete 1:2:4 and top
layer 6 mm thick with 1mm to 4mm gauge
white marble makrana chipping from
indigenous marble laid in 1:11/2 (50 Kg. of
ordinary grey cement and 0.05 cum. of white
Makrana chippings).
40mm thick grey terrazzo topping rubbed and
polished to a granolithic finish under layers
31mm thick cement concrete 1:2:4 and top
layers 9mm thick with 4mm to 7mm gauge
white marble Makrana chippings from
indigenous marble laid in 1 : 1½ (50kg. of
ordinary grey cement and 0.05 Cum. of white
marble chippings)
40mm thick grey terrazzo topping rubbed and
polished to a granolithic finish under layer
28mm thick cement concrete 1:2:4 and top
layers12mm thick with 7mm to 10mm gauge
white marble Makrana chippings from
indigeneous marble laid in 1:1½ (50kg. of
ordinary grey cement and 0.05 Cum. of white
marble chippings).
40mm thick white terrazzo topping rubbed
and polished to a granolithic finish under layer
34mm thick cement concrete 1:2:4 and top
layer 6mm thick with 1mm to 4 mm gauge
white marble makrana chippings from
indigenous marble laid 3:1:6 (37.5 kg. of white
cement, 12.5 kg. marble powder and 0.05 Cum.
of white marble chippings)
40mm thick white terrazzo topping rubbed
and polished to a granolithic finish under layer
31mm thick cement concrete 1:2:4 and top
layer 9mm thick with 4mm to 7mm gauge
white marble Makrana chippings from
indigenous marble laid in 3:1:6 (37.5 kg. of
white cement 12.5 kg. marble powder and 0.05
Cum. of white marble chippings).
Page 88 CSR-1987 [Re-print]
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Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.23
(iii)
Sqm 40.00 99.00 44.00 103.00
14.24
Sqm. 32.00 73.00 35.00 76.00
14.24
(ii)
Sqm 39.00 91.00 43.00 95.00
14.24
(iii)
Sqm 41.00 105.00 45.00 109.00
40mm thick white terrazzo topping rubbed
and polished to a granolithic finish under layer
28mm thick cement concrete 1:2:4 and top
layer 12mm thick with 7mm to 10mm gauge
white marble Makrana chippings from
indigenous marble laid in 3:1:6 (37.5 kg. of
white cement 12.5 kg. marble powder and 0.05
Cum. of white marble chippings).
40mm thick Black red or chocolate terrazo
topping rubbed and polished to a granolithic
finish under layer 34mm thick cement
concrete 1:2:4 and top layer 6mm thick with
1mm to 4mm gauge white marble Makrana
chipping from indigenous marble laid in 3:1:6
(37.50 kgs of ordinary grey cement 12.50kg
marble powder with admixture of black, red,
chocolate pigment to give to required back
ground and 0.05 cum of marble chippings)
40mm thick black, red or chocolate terrazzo
topping rubbed and polished to a granolithic
finish under layer 31mm thick cement
concrete 1:2:4 and top layer 9mm thick with
4mm to 7mm gauge white marble makrana
chippings from indigenous marble laid in 3:1:6
(37.5 kg. of ordinary cement 12.5 kg. of marble
powder with admixture of black, red or chocolate
pigment to give to required back ground and
0.05 Cum. of marble chippings)
40mm thick black, red or chocolate terrazo
topping rubbed and polished to a granolithic
finish under layer 28mm thick cement
concrete 1:2:4 and top layer 12mm thick with
7mm to 10mm gauge white marble makrana
chippings from indigenous marble laid in 3:1:6
(37.5 kg. of ordinary grey cement 12.5 kg.
marble powder with admixture of black, red or
chocolate pigment to give to required back
ground and 0.05 Cum. of marble chippings)
Page 89 CSR-1987 [Re-print]
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Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.25
Sqm. 32.00 88.00 35.00 91.00
14.25
(ii)
Sqm 39.00 105.00 43.00 109.00
14.25
(iii)
Sqm 41.00 123.00 45.00 127.00
14.26
Sqm. 32.00 88.00 35.00 91.00
40mm thick orange, buff yellow or pink
terrazo topping rubbed and polished to
granolithic finish under layer of 34mm thick
cement concrete 1:2:4 and top layer 6mm
thick with 4mm to 7mm gauge white marble
Makrana chipping from indigenous marble laid
in 3:1:6 (37.50 kg. of white cement 12.50 kg of
marble powder with admixture of orange, buff,
yellow, or pink pigment to give the required back
ground and 0.05 cum white marble chippings.)
40mm thick orange, buff yellow, or pink
terrazo topping rubbed and polished to a
granolithic finish under layer of 31mm thick
cement concrete 1:2:4 and top layer 9mm
thick with 4mm to 7mm gauge white marble
makrana chippings from indigenous marble
laid in 3:1:6 (37.5 kg. of white cement 12.5 kg.
marble powder with admixture of orange buff,
yellow or pink pigment to give the required back
ground and 0.05 Cum. of marble chippings).
40mm thick orange, buff yellow, or pink
terrazo topping rubbed and polished to a
granolithic finish under layer 28mm thick
cement concrete 1:2:4 and top layer 12mm
thick with 7mm to 10mm gauge white marble
makrana chippings from indigenous marble
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 1:2:4
and top layer 6mm thick with 1mm to 4mm
gauge white marble makrana chipping from
indigenous marble laid in 3:1:6 (37.50 kg. of
white cement, 12.50 kg marble powder with
admixture of blue or green colour to give the
required back ground and 0.05 cum of white
marble chippings.)
Page 90 CSR-1987 [Re-print]
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.26
(ii)
Sqm 39.00 105.00 43.00 109.00
14.26
(iii)
Sqm 40.00 122.00 44.00 126.00
14.27
Sqm. 19.00 52.00 21.00 54.00
14.28
Sqm. 37.00 58.50 40.50 62.00
14.28
(ii)
Sqm. 45.50 71.00 50.00 75.50
40mm thick blue or green terrazo topping
rubbed and polished to a granolithic finish under
layer 31mm thick cement concrete 1:2:4 and
top layer 9mm thick with 4mm to 7mm gauge
white marble makrana chippings from
indigenous marble makrana laid in 3:1:6 (37.5
kg. of white cement 12.5 kg.of marble powder
with admixture of blue or green colour to give the
required back ground and 0.05 Cum. of white
marble chippings).
40mm thick blue or green terrazo topping
rubbed and polished to a granolithic finish under
layer of 28mm thick cement concrete 1:2:4
and top layer 12mm thick with 7mm to 10mm
gauge white marble makrana chippings from
indigenous marble laid in 3:1:6 (37.5 kg. of
white cement, 12.5 kg. marble powder with
admixture of blue or green colour to give the
required back ground and 0.05 Cum. of white
marble chippings).
50mm thick ironite floor consisting of 40mm
thick cement concrete 1:2:4 base and top layer
10mm thick laid with one part of ironite and grey
cement mixed together in the ratio of 1:4 by
weight to two parts of granite chippings 6mm
gauge by volume finished smooth with hard
rubbing.
20mm thick gray terrazo skirting or dado
rubbed and polished granolithic finish under
layer 14mm thick cement sand plaster 1:3
and top layer 6mm thick with 1mm to 4mm
gauge white marble Makrana chippings from
indigenous marble laid in 1:11/2 (50kg of
ordinary grey cement, 0.05 cum of white marble
chippings) including rounding of junctions.
20mm thick grey terrazo skirting or dado
rubbed and polished to a granolithic finish under
11mm thick cement sand plaster 1:3 and top
layer 9mm thick with 4mm to 7mm guage
white marble makrana chippings from
indegenous marble laid in 1:1½ (50kg of
ordinary grey cement and 0.05cum of white
marble chippings) including rounding of
junctions.
Page 91 CSR-1987 [Re-print]
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.28
(iii)
Sqm. 48.00 78.00 53.00 83.00
14.29
Sqm. 37.00 75.50 40.50 79.00
14.29
(ii)
Sqm 45.00 87.50 49.50 92.00
14.29
(iii)
Sqm 48.00 100.00 53.00 105.00
14.30
Sqm. 37.00 73.00 40.50 76.50
20mm thick grey terrazo skirting or dado
rubbed and polished to a granolithic finish,
under layer 11mm thick cement sand plaster
1:3 and top layer 9mm thick with 4mm to 7mm
gauge white marble makrana chippings , from
indigenous marble laid in 3:1:6 (37.5kg of white
cement,12.5kg. marble powder and 0.05 Cum.
of white marble chippings) including rounding of
junctions.
20mm thick white terrazo skirting or dado
rubbed and polished to a granolithic finish,
under layer 8mm thick cement sand plaster
1:3 and top layer 12mm thick with 7mm to
10mm gauge white marble makrana
chippings , from indigenous marble laid in 3:1:6
(37.5kg of white cement,12.5kg. marble powder
and 0.05 Cum. of white marble chippings)
including rounding of junctions.
20mm thick black, red or chocolate terrazo
skirting or dado rubbed and polished to a
granolithic finish under layer 14mm thick
cement sand plaster 1:3 and 6mm thick with
1mm to 4mm gauge white marble makrana
chippings from indigenous marble laid in 1:1½
(50 kg. of ordinary grey cement with admixture
or black, red or chocolate pigment to give
required back ground and 0.05 cum of marble
chippings) including rounding of junctions.
20mm thick grey terrazo skirting or dado
rubbed and polished to a granolithic finish under
layer 8mm thick cement sand plaster 1:3 and
top layer 12mm thick with 7mm to 10mm
guage white marble makrana chippings from
indegenous marble laid in 1:1½ (50kg of
ordinary grey cement and 0.05cum of white
marble chippings) including rounding of
junctions.
20mm thick white terrazo skirting or dado
rubbed and polished to a granolithic finish under
layer of 14mm thick cement sand plaster 1:3
and top layer 6mm thick with 1mm to 4mm
gauge white marble makrana chippings from
indegenous marble laid in 3:1:6 (37.50 kg. of
white cement, 12.50 kg marble powder and 0.05
Cum. Of white marble chippings) including
rounding of junctions.
Page 92 CSR-1987 [Re-print]
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.30
(ii)
Sqm 45.50 92.00 50.00 96.50
14.30
(iii)
Sqm 48.00 105.50 53.00 110.50
14.31
Sqm. 37.00 87.50 40.50 91.00
14.31
(ii)
Sqm 45.00 105.50 49.50 110.00
20mm thick black, red or chocolate terrazo
skirting or dado rubbed and polished to a
granoli thick finish under layer 8mm thick
cement sand plaster 1:3 and 12mm thick with
7mm to 10mm gauge white marble makrana
chippings , from indigenous marble laid in 1:1½
(50kg of ordinary, grey cement with admixture of
black, red or chocolate pigment to give required
back ground and 0.05 Cum. of marble chipping)
including rounding of junctions.
20mm thick black, red or chocolate terrazo
skirting or dado rubbed and polished to a
granolithic finish under layer 11mm thick
cement sand plaster 1:3 and 9mm thick with
4mm to 7mm gauge white marble makrana
chippings , from indigenous marble laid in 1:1½
(50kg of ordinary, grey cement with admixture of
black, red or chocolate pigment to give required
back ground and 0.05 Cum. of marble chipping)
including rounding of junctions.
20mm thick orange, buff, yellow or pink,
terrazo skirting or dado rubbed and polished to
a granolithic finish under layer of 14mm thick
cemet sand plaster 1:3 and top layer 6 m.m.
thick with 1mm to 4mm gauge white marble
markrana chippings from indigenous marble
laid in 3:1:6 (37.50 kg. of white cement ,12.50
kg marble powder with admixture of orange,
buff, yellow or pink pigment to give required
back ground and 0.05 Cum. of white marble
chippings) including rounding of junctions.
20mm thick orange, buff, yellow, or pink
terrazo skirting or dado rubbed and polished
to a granolithic finish under layer 11mm thick
cement sand plaster 1:3 and top layer 9mm
thick with 4mm to 7mm gauge white marble
makrana chippings from indigenous marble
laid in 3:1:6 (37.5 kg. of white cement, 12.5 kg.
marble powder with admixture of orange buff,
yellow or pink pigment to give required back
ground and 0.05 Cum. of white marble
chippings) Including rounding of junctions.
Page 93 CSR-1987 [Re-print]
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.31
(iii)
sqm 48.00 124.00 53.00 129.00
14.32
Sqm. 37.00 87.50 40.50 91.00
14.32
(ii)
Sqm 45.00 105.50 49.50 110.00
14.32
(iii)
sqm 48.00 124.00 53.00 129.00
14.33
Sqm. -- 11.80 -- 11.80
20mm thick orange, buff, yellow, or pink
terrazo skirting or dado rubbed and polished
to a granolithic finish under layer 8mm thick
cement sand plaster 1:3 and top layer 12mm
thick with 7mm to 10mm gauge white marble
makrana chippings from indigenous marble
laid in 3:1:6 (37.5 kg. of white cement 12.5 kg.
marble powder with admixture of orange buff,
yellow or pink pigment to give required back
ground and 0.05 Cum. of white marble
chippings) including rounding of junctions.
20mm thick blue or green skirting or dado
rubbed and polished to a granolethic finish
under layer 8mm thick cement sand plaster
1:3 and top layer 12mm thick with 7mm to
10mm gauge white marble makrana
chippings from indigenous marble laid in 3:1:6
(37.5 kg. of white cement, 12.5 kg. marble
powder with admixture of blue or green pigment
to give required back ground and 0.05 Cum. of
white marble chippings) including rounding of
junctions.
20mm thick blue or green skirting or dado
rubbed and polished to a granolithic finish under
layer 14mm thick cement sand plaster 1:3
and top layer 6mm thick with 1mm to 4mm
gauge white marble makrana chippings from
indigenous marble laid in 3:1:6 (37.50 kg. of
white cement, 12.50 kg marble powder with
admixture of blue or green pigment to give
required back ground and 0.05 cum of white
marble chippings) including rounding of
junctions.
20mm thick blue or green skirting or dado
rubbed and polished to a granolithic finish under
layer 11mm thick cement sand plaster 1:3
and top layer 9mm thick with 4mm to 7mm
gauge white marble makrana chippings from
indigenous marble laid in 3:1:6 (37.5 kg. of
white cement, 12.5 kg. marble powder with
admixture of blue or green pigment to give
required back ground and 0.05 cum. of white
marble chippings) including rounding of
junctions.
Extra over item No. 14.22 and 14.28 for plains if
33 percent white cement in 6mm thick top layer
is used.
Page 94 CSR-1987 [Re-print]
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Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.34
Metre 4.85 -- 5.30 --
14.34
(ii)
Metre 14.55 -- 16.00 --
14.34
(iii)
Metre 3.25 -- 3.55 --
14.34
(iv)
Metre 7.30 -- 8.00 --
14.34
(v)
Metre 4.85 -- 5.35 --
14.35
Metre 1.15 -- 1.25 --
14.36
Sqm. 25.00 75.00 27.00 78.00
14.37
Sqm. 9.90 58.00 11.00 59.00
14.37
(ii)
Sqm 10.00 61.00 11.00 62.00
Stamping or making grooves on top of steps in
stair case.
Extra labour for projected nosing in steps and
treads of red fine dressed sand stone including
rounding and giving an ornamental shape to the
nosing.
Extra labour for projected nosing in treads of
steps of kotah stone slab including rounding and
giving an ornamental shape to the required
nosing.
Precast chequered tiles of 20mm thickness
in ordinary grey cement without chips laid on
20mm thick bed of cement mortar 1:3 with
neat cement slurry between joints and over the
base in floors, treads of steps on landings.
Extra labour for projected nosing in steps and
treads of red rough dressed sand stone
including rounding and giving an ornamental
shape to the nosing.
Extra labour for projected nosing of stair case of
any shape and design.
Extra labour for projected nosing in marble stone
for treads including rounding and giving an
ornamental shape to the nosing
Precast P.C.C. tiles conforming to I.S. 1237-
1980, 20cm x 20cm x 2.5cm in ordinary grey
cement without chips laid on 20mm thick bed
of cement mortar 1:3 with neat cement slurry
between joints and over the base in floors treads
and steps on landings.
Precast terrazo tiles of 20mm minimum
thickness in ordinary cement with marble
chips of size and colour as required laid on
20mm thick bed of cement mortar 1:3 (1
cement 3 sand) with neat cement slurry between
joints and over the base for floors, treads of
steps and landing including rubbing and
polishing.
Page 95 CSR-1987 [Re-print]
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.37
(iii)
Sqm 10.00 65.50 11.00 66.50
14.37
(iv)
Sqm 10.00 69.00 11.00 70.00
14.38
Sqm. 25.00 80.00 27.00 83.00
14.39
Sqm. 25.00 86.00 27.00 89.00
14.40
Sqm. 25.00 83.00 27.00 85.00
14.41
Sqm. 25.00 90.00 27.00 92.00
Precast terrazo tiles of 20mm minimum
thickness in white cement with marble chips
of size and colour as required laid on 20mm
thick bed of cement mortar 1:3 (1 Cement and
3 Sand) with neat cement slurry made of white
cement between joints and over the base for
floors, treads of steps, and landings including
rubbing and polishing.
Precast 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.
Precast P.C.C. tiles conforming to I.S. 1237-
1980, 30cm x 30cm x 2.50cm in ordinary grey
cement without chips laid on 20mm thick bed
of cement mortar 1:3 with neat cement slurry
between joints and over the base in floors,
treads and steps on landings.
Precast terrazo tiles of 20mm minimum
thickness in white cement mixed with red,
buff, yellow or chocolate or orange pigment
to match the shade of tiles between joints and
over the base in floors, treads of steps and
landings including rubbing and polishing.
Precast terrazo tiles of 20mm minimum
thickness in cement mixed with black
pigment with marble chips of size and colour
as required, laid in 20mm thick bed of cement
mortar 1:3 with neat cement slurry mixed with
pigment to match the shade of tiles between
joints and over the base in floors, treads of steps
and landing including rubbing and polishing.
Precast terrazo tiles of 20mm minimum
thickness in white cement mixed with green
or blue pigment with marble chips of size and
colour as required, laid in 20mm thick bed of
cement mortar 1:3 with neat cement slurry
mixed with pigment to match the shade of the
tiles with joints and over the base in floors,
treads of steps and landing including rubbing
and polishing.
Page 96 CSR-1987 [Re-print]
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Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.42
Sqm. 32.00 88.00 35.00 91.00
14.43
Sqm. 32.00 86.00 35.00 89.00
14.44
Sqm. 32.00 87.00 35.00 90.00
14.45
Sqm. 32.00 86.00 35.00 89.00
14.46
Sqm. 32.00 88.00 35.00 91.00
14.47
Sqm. 30.00 203.00 33.00 206.00
14.48
White glazed tiles 10mm thick in flooring,
skirting, and dado in 12.5mm thick cement
plaster 1:3 in base and jointed with white
cement slurry in joints, including corners, angles
and beading.
Precast terrazo tiles of 12.5mm minimum
thickness in white cement with marble chips
of size and colour as required, laid on 10mm
thick cement plaster 1:3 and jointed with neat
white cement slurry in skirting and dado and
risers of steps including rubbing and polishing.
Precast terrazo tiles of 12.5mm minimum
thickness in cement with marble chips of size
and colour as required, laid on 10mm thick
cement plaster 1:3 jointed with neat cement
slurry in skirting or dado and risers of steps
including rubbing and polishing.
Deleted
Precast terrazo tiles of 12.5mm minimum
thickness in white cement mixed with red,
buff, yellow, chocolate or orange pigment
with marble chips of size and colour as
required, laid on 10mm thick cement plaster
1:3 and jointed with neat cement slurry with
pigment to match the shade of tiles in skirting,
dado and risers of steps including rubbing and
polishing.
Precast terrazo tiles of 12.5mm minimum
thickness in ordinary cement mixed with
black pigment with marble chips of size and
colour as required, laid on 10mm thick cement
plaster 1:3 and jointed with neat cement slurry
mixed with pigment to match the shade of tiles
in skirting, dado and risers of steps including
rubbing and polishing.
Precast terrazo tiles 12.5mm minimum
thickness in white cement mixed with green
or blue pigment as required, laid on 10mm
thick cement plaster 1:3 and jointed with neat
cement slurry mixed with pigment to match the
shade of tiles in skirting dado and risers of
steps including rubbing and polishing.
Page 97 CSR-1987 [Re-print]
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Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.48
(i)
(a) Tile size 15cmx15cm to 28cmx28cm. Sqm 91.10 242.30 100.20 251.40
(b) Slab size 30cmx30cm to 45cmx60cm Sqm 91.10 334.20 100.20 343.30
(c) Slab size above 45cmx60cm Sqm 91.10 468.40 100.20 477.50
14.48
(ii)
(a) Tile size 15cmx15cm to 28cmx28cm. Sqm 91.10 219.10 100.20 228.20
(b) Slab size 30cmx30cm to 45cmx60cm Sqm 91.10 303.60 100.20 312.70
(c) Slab size above 45cmx60cm Sqm 91.10 389.80 100.20 398.90
14.48
(iii)
(a) Tile size 15cmx15cm to 28cmx28cm. Sqm 91.10 274.00 100.20 283.10
(b) Slab size 30cmx30cm to 45cmx60cm Sqm 91.10 396.70 100.20 405.80
(c) Slab size above 45cmx60cm Sqm 91.10 488.70 100.20 497.80
14.48
(iv)
(a) Tile size 15cmx15cm to 28cmx28cm. Sqm 91.10 264.40 100.20 273.50
(b) Slab size 30cmx30cm to 45cmx60cm Sqm 91.10 396.70 100.20 405.80
Pink Marble tiles of Makrana and Adanga
flooring 15mm to 20mm thick of various sizes
over 12.5mm thick base of cement coarse
sand mortar 1:3 laid and jointed with white
cement slurry mixed with pigment to match the
shade of marble including rubbing and polishing.
Kumari grey without exide and cavaties tiles
flooring 15mm to 20mm thick of various sizes
over 12.5mm thick cement coarse sand,
mortar 1:3 laid & jointed with white cement
slurry mixed with pigment to match the shade of
marble including rubbing and polishing.
Black marble tiles of Kishangarh zebra,
Makrana, Dhabi or Doongri zebra flooring
15mm to 20mm thick of various sizes over
12.5mm thick base of cement, coarse sand
mortar 1:3 laid and jointed with white cement
slurry mixed with pigment to match the shade of
marble including rubbing and polishing.
White marble tiles with grey streacks
arranged from Makrana Doongri Addanga
veined and chack Doongri veined flooring
15mm to 20mm thick of various sizes over
12.5mm thick cement, coarse sand mortar
1:3 laid and jointed with white cement slurry
mixed with pigment to match the shade of
marble including rubbing and polishing :--
Page 98 CSR-1987 [Re-print]
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
(c) Slab size above 45cmx60cm Sqm 91.10 488.70 100.20 497.80
14.49
14.49
(i)
(a) Tile size 15cmx15cm to 28cmx28cm. Sqm 73.20 230.40 80.50 237.70
(b) Slab size 30cmx30cm to 45cmx60cm Sqm 73.20 322.30 80.50 329.80
(c) Slab size above 45cmx60cm Sqm 73.20 456.70 80.50 464.00
14.49
(ii)
(a) Tiles sizes 15cmx15cm to 28cmx28cm. Sqm 73.20 207.20 80.50 214.50
(b) Slabs sizes 30cmx30cm to 45cmx60cm Sqm 73.20 291.70 80.50 299.00
(c) Slabs sizes above 45cmx60cm Sqm 73.20 377.90 80.50 385.20
14.49
(iii)
Black marble tiles of Kishangarh zebra,
Makrana, Dhabi or Doongri zebra of various
sizes of 15mm to 20mm thick in risers of
steps, skirting dado, Pillars and wall lining
including matching the grains of marbles slab in
any pattern as specified of various sizes laid on
12.5mm thick cement coarse sand mortar 1:3
jointed with neat cement slurry mixed with
pigment, to match the shade of marble including
the cost of cramps pins labour for fixing cramps
pins and dowels etc. including rubbing and
polishing complete in all respect.
Deleted
Kumari grey without exide and cavaties
marble tiles of 15mm to 20mm thick in risers
of steps skirting dado pillars and wall lining
including matching the grains of marble slab in
any pattern as specified l aid on 12.5mm thick
cement coarse sand mortar 1:3 and jointed
with neat cement slurry including the cost of
cramps pins and labour for fixing cramps pins
and dowels etc. including rubbing and polishing
complete in all respect.
White marble tiles with grey streacks from
Makrana Doongri Adanga veined and chack
Doongri veined of 15mm to 20mm thick in
risers of steps, skirting, dado, pillars and wall
lining including matching the grains of marble
slabs in any pattern as specified laid in 12.5mm
thick cement, coarse sand mortar 1:3 and
jointed with neat cement slurry including the cost
of cramps, pins labour for fixing cramps, pins
and dowels etc. including rubbing and polishing
complete in all respect.
Page 99 CSR-1987 [Re-print]
Labour
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Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
(a) Tiles sizes 15cmx15cm to 28cmx28cm. Sqm 73.20 262.10 80.50 269.40
(b) Slabs sizes 30cmx30cm to 45cmx60cm Sqm 73.20 384.80 80.50 392.10
(c) Slabs sizes above 45cmx60cm Sqm 73.20 476.80 80.50 484.10
14.49
(iv)
(a) Tiles sizes 15cmx15cm to 28cmx28cm. Sqm 73.20 252.60 80.50 259.90
(b) Slabs sizes 30cmx30cm to 45cmx60cm Sqm 73.20 384.80 80.50 392.10
(c) Slabs sizes above 45cmx60cm Sqm 73.20 476.80 80.50 484.10
14.50
Sqm 46.50 245.00 51.00 250.00
14.50
(ii)
Sqm 46.70 211.80 51.40 216.50
14.50
(iii)
Sqm 46.70 225.30 51.40 230.00
14.50
(iv)
Sqm 46.70 197.70 51.40 202.40
White glazed tiles 20cm x 20cm x 5mm thick
in skirting and dado on 12mm thick cement
Plaster 1:3 in base and jointed with white
cement slurry in joints including bevelled corners.
Pink Marble tiles of Makrana and Adanga of
various size of 15mm to 20mm thick in risers
of steps, skirting, dado, Pillars and wall lining
including matching the grains of marble slab in
any pattern specified laid on 12.5mm thick
cement sand mortar 1:3 (1 cement 3 coarse
sand) and jointed with neat cement slurry mixed
with pigment to match the shade of marble
including the cost of cramps and pins and labour
for fixing cramps pins and dowels etc. including
rubbing and polishing complete in all respect.
White glazed tiles 10cm X 10cm and 6mm
thick in skirting and dado on 12mm thick
cement Plaster 1:3 in base and jointed with
white cement slurry in joints including bevelled
corners.
White glazed tiles 20cm x 10cm x 5mm thick
in skirting and dado on 12mm thick cement
Plaster 1:3 base and jointed with white cement
slurry in joints including bevelled corners.
Coloured glazed tile 15cm x 15cm x 5mm
thick in skirting & dado on 12mm thick
cement plaster 1:3 in base and jointed with
white cement slurry in joints containing pigments
to match the shade of tiles including bevelled
corners.
Page 100 CSR-1987 [Re-print]
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Rate
Labour
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Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.50
(v)
Sqm 46.70 220.80 51.40 225.50
14.50
(vi)
Sqm 46.70 225.30 51.40 230.00
14.51
14.52
14.53
Sqm. 160.00 944.00 176.00 960.00
14.54
Sqm. 21.50 60.50 23.50 62.50
14.55
Sqm. 84.00 212.00 92.00 220.00
14.56
Sqm. 38.00 175.00 42.00 179.00
14.57
Sqm. 108.00 224.00 119.00 235.00
Coloured glazed tiles 20cm x 20cm x 5mm
thick in skirting & dado on 12mm thick
cement plaster 1:3 in base and jointed with
white cement slurry in joints containing pigments
to match the shade including bevelled corners.
Kotah stone tiles 20mm thick in skirting,
riser of steps, dado walls and pillars laid in
12.5mm thick cement mortar 1:3 (1 Cement
and 3 Sand) and jointed with neat cement
slurry mixed with pigment to match the shade of
stone including rubbing and polishing.
Kotah stone tile flooring 20mm to 30mm
thick over 12.5 mm thick base of cement
mortar 1:3 (1 cement; 3 sand) laid and jointed
with neat cement slurry mixed with pigment to
match the shade of stone including rubbing and
polishing.
Kotah stone rough dressed 40mm to 50mm
thick slabs set to pattern in pavements over
20mm thick base of cement mortar 1:3 (1
cement and 3 sand) laid and jointed with neat
cement slurry mixed with pigments to match the
shade of stone.
Deleted
Deleted
Chittor black marble tiles 15mm to 20mm
thick in risers of steps skirting, dado walls
and pillars laid in 12.5mm thick cement
mortar 1:3 and jointed with neat cement slurry
mixed with pigments to match the shade of
marble including rubbing and polishing.
Rough red stone (from Agra) 40mm thick set in
cement mortar 1:5 (1 cement 5 sand)
Coloured glazed tiles 20cm x 10cm x 5mm
thick on skirting & dado on 12mm thick
cement plaster 1:3 in base and jointed with
white cement slurry in joints containing pigments
to match the shade of tiles including bevelled
corners.
Page 101 CSR-1987 [Re-print]
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Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.57
(ii)
Sqm 108.00 1103.50 118.80 1114.30
14.57
(iii)
Sqm 108.00 1377.00 118.80 1387.80
14.58
Sqm. 79.00 119.00 87.00 127.00
14.59
Sqm. 79.00 121.00 87.00 129.00
14.60
Sqm. 25.50 296.00 28.00 299.00
14.61
Sqm. 25.50 456.00 28.00 459.00
14.62
Sqm. 90.00 411.00 99.00 420.00
14.63
Sqm. 21.50 64.00 23.50 66.00
14.64
Sqm. 21.50 61.00 23.50 63.00
Rough red stone (from Agra) 40mm thick set in
cement sand mortar 1:3 including pointing with
cement mortar 1:2 with an admixture of pigment
to match the shade of stone
Rough red stone (from Agra) 40mm thick set in
cement sand mortar 1:5 including pointing with
cement mortar 1:2 with an admixture of pigment
to match the shade of stone
Fine dressed red stone (from Agra) 40mm thick
set in cement mortar 1:3 including pointing with
cement mortar 1:2 with an admixture of pigment
to match the shade of stone.
Fine dressed red stone (from Agra) 40mm thick
set in cement mortar 1:5 including pointing with
cement mortar 1:3 with an admixture of pigment
to match the shade of stone.
Teak wood 25mm planking tongued and
grooved flooring including fixing with screws
complete.
Teak wood 40mm planking tongued and
grooved flooring including fixing with screws
complete.
Parquet flooring 40mm thick consisting of Ist
class well seasoned shisham wood of
standard pattern laid in flooring consisting of
bitumen applied hot @ 4.86 kgs per sqm. over
12.5mm thick cement sand plaster 1:4 top
surface rubbed smooth and wax polished to a
fine finish.
Coloured granite stone tiles 20mm thick in
skirting, risers of steps dado, walls and
pillars laid in 12.5mm thick cement mortar 1:3
(1 cement, 3 coarse sand) and jointed with
neat cement slurry mixed with pigment to match
the shade of stone, including rubbing and
polishing including labour for fixing dowels pins
and cramps.
Black Granite stone tiles 20mm thick in
skirting, risers of steps dado, walls and
pillars laid in 12.5mm thick cement mortar 1:3
(1 cement, 3 coarse sand) and jointed with
neat cement slurry mixed with pigment to match
the shade of stone including rubbing & polishing
including labour for fixing dowels, pins and
cramps.
Page 102 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.65
Sqm. 1.20 73.00 1.35 73.00
14.66Sqm. 7.00 7.00
14.67
Sqm. 21.50 261.00 23.50 263.00
14.68
Sqm. 21.50 225.00 23.50 227.00
14.69
(a) 40 mm wide Metre 0.90 3.05 1.00 3.10
(b) 32 mm wide Metre 0.90 2.90 1.00 3.00
(c) 25 mm wide Metre 0.90 2.60 1.00 2.70
14.70
(a) 50 mm wide Metre 0.90 4.55 1.00 4.65
(b) 40 mm wide Metre 0.90 3.35 1.00 3.40
(c) 32 mm wide Metre 0.90 3.05 1.00 3.10
(d) 25 mm wide Metre 0.90 2.75 1.00 2.80
14.71
Cum. 2.60 --- 2.85 ---
14.72
Metre 0.70 5.85 0.80 5.95
14.73
Sqm 73.30 165.10 80.60 172.40
Sand filling under floors and in wells of bridge
foundation including handling within 100 metres.
Providing and fixing glass strips 4mm thick in
floors :--
Providing and laying plain coloured 3.20 mm
gauge linoleum covering to floors laid dry.
Providing and fixing flat iron strips 40mm x 5mm
thick in flooring (instepping of floors) including
cutting straightening and fixing with nails etc.
complete fixed in position.
Dholpur stone tiles 25mm thick in wall facing
(lining) laid in any pattern as specified on
12.5mm thick cement sand plaster 1:3 and
jointed with neat cement slurry mixed with
pigment to match the shade of stone including
rubbing and polishing including labour for fixing
cramps, pins and dowels etc.
Add on item 14.65 if linoleum of exact size is
used.
Deodar wood 40mm thick planking tongued and
grooved flooring including fixing with screws
complete.
Kail wood 40mm thick planking tongued and
grooved flooring including fixing with screws
complete.
Providing and fixing glass strips 3mm thick in
floors :--
Page 103 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Unit Plains Sub-mountainous
Region
Description
14.74
Sqm 82.65 182.45 90.90 190.70
14.75
Sqm 55.35 133.70 60.90 139.35
14.76
Each 35.00 734.50 38.50 738.00
14.77
Sqm 148.00 841.00 163.00 856.00
14.78
Sqm 148.00 702.00 163.00 717.00
Providing and laying vitrified floor tiles 600mm x
600mm size premium quality with water
absorption less than 0.08% and conforming to
IS: 15622 of approved make in all colours and
shades, laid on either 20mm thick cement
mortar 1:4 (1 cement: 4 coarse sand) for new
flooring or laid with cement based high polymer
modified quick set tile adhesive of approved
make( water based) conforming to IS: 15477
marked using 5 Kg. adhesive per sqm of tile
area in average 3 mm thickness over existing
floor, including grouting the joints with white
cement and matching pigments etc.,complete.
Providing and laying Rectified Glazed ceramic
floor tiles 400mm x 400mm of premium quality
conforming to IS: 15622 of approved make in all
colours, laid on either 20mm thick bed of cement
mortar 1:4 (1 cement: 4 coarse sand) for new
flooring or laid with cement based high polymer
modified quick set tile adhesive of approved
make (water based) conforming to IS: 15477
marked using 5 Kg. adhesive per sqm of tile
area in average 3 mm thickness over existing
floor, including grouting the joints with white
cement and matching pigments etc.,complete.
Fine dressed and machine rubbed red sand
stone (from Agra) 25mm to 50mm thick lining
on wall, pillars, skirting, dado and risers of
steps laid in any pattern as specified on
12.5mm thick cement coarse sand mortar 1:3
with neat cement slurry admixture of pigment to
match the shade of stone including labour for
fixing cramps, dowels pins etc.
Butch work with rough dressed Dholpur stone
40mm to 50mm thick laid on 12.5mm thick
cement coarse sand mortar 1:3 including
dressing and cutting the stone to required shape
and size.
Note:- Rates of item No.14.77 and 14.78 are based on September, 2008.
Providing and fixing door floors, floors spring
double action of I.S.I specifications for Aluminum
doors/ steel doors.
Page 104 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(v)
(vi)
(vii)
(viii)
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
15.1 Sqm. 5.50 10.50 6.00 11.00
15.2 Sqm. 5.50 9.70 6.00 10.00
15.3 Sqm. 5.50 8.70 6.00 9.30
15.4 Sqm. 5.50 13.00 6.00 13.50
15.5 Sqm. 5.50 12.00 6.00 12.50
15.6 Sqm. 5.50 10.50 6.00 11.00
15.7 Sqm. 5.80 16.00 6.40 16.50
15.8 Sqm. 5.80 14.00 6.40 14.50
15.9 Sqm. 5.80 12.00 6.40 12.50
Unit Plains Sub-Mountainous
Region
Description
Work against items of filling i.e. on 15.66 and 15.67 shall be got done only after written approval of
the Engineer-in-charge.
The labour rates given in this chapter include the cost of water, tools and plant and scaffolding all
types of sundries etc. labour and materials.
CHAPTER NO. 15
PLASTERING, POINTING, WHITE WASHING AND DISTEMPERING
2
Notes :-
Unless otherwise stated the labour rates include the rehandling of materials within 100 metres.
The rates include the cost of water, where the water is supplied free by department, the rates shall
be reduced suitably.
The rates for plastering, pointing, white washing, distempering and decorative cement based paint
given below are for superstructure upto 4 metres height whether the first storey or the subsequent
storeys. In case any single storey exceeds 4 metres height (as in case of overhead-reservoir and
outer face of walls etc.) the labour as well as through rates of plaster and pointing shall be increased
by 0.20 per Sqm. for white washing and colour washing Rs. 0.05 per sqm and for distempering,
decorative cement based paints by Rs.0.10 per sqm for every additional height of 4 metres or part
thereof.
The labour rates for item no. 15.45 to 15.49 include the cost of Earth, Bhusa and Gobri etc.
Rates for distempering with dry and oil bound distemper have been provided in this chapter. These
rates have been based on superior quality distempers, manufactured by standard firms. The use of
inferior distempers and Country frisco shall not be permitted as they never give proper quality of
lasting surface.
The rates of lime plaster and pointing in this chapter have been worked out on the basis of lime
putty.
6mm thick cement plaster 1:2.
6mm thick cement plaster 1:3.
6mm thick cement plaster 1:4.
10mm thick cement plaster 1:2.
Sr. No.
12.5mm thick cement plaster 1:3.
12.5 mm thick cement plaster 1:4.
10mm thick cement plaster 1:3.
10mm thick cement plaster 1:4.
12.5mm. thick cement plaster 1:2.
Page 105 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Unit Plains Sub-Mountainous
Region
Description
2
Sr. No.
15.10 Sqm. 5.80 11.00 6.40 11.50
15.11 Sqm. 5.80 10.00 6.40 10.50
15.12 per
metre
long &
per
cm.
wide
0.24 0.32 0.26 0.34
15.13 per
metre
long &
per
cm.
wide
0.24 0.30 0.26 0.33
15.14
Sqm. 8.40 23.50 9.20 24.50
15.15
Sqm. 8.40 21.00 9.20 21.50
15.16
Sqm. 8.40 18.00 9.20 19.00
15.17
Sqm. 8.40 16.00 9.20 17.00
15.18 per
metre
long &
per
cm.
wide
0.36 0.45 0.39 0.49
15.19 Sqm. 5.60 11.80 6.20 12.00
15.20 Sqm. 5.80 12.00 6.40 12.50
15.21 Sqm. 5.60 13.00 6.20 13.50
15.22
Sqm. 5.80 14.00 6.40 14.50
15.23
Sqm. 8.40 15.00 9.20 15.50
15.24
Sqm. 5.70 17.50 6.20 18.00
15.25 Sqm. - - 9.20 22.00
15.26
Sqm. 8.40 29.00 9.20 29.50
12.5mm thick cement plaster 1:5.
12.5mm thick cement lime plaster 1:1:6
12.5mm thick raised cement mortar band/drip
course in cement mortar 1:4
20mm thick cement plaster 1:2 in two coats
work.
20mm thick cement plaster 1:3 in two coats
work.
20mm thick cement plaster 1:4 in two coats
work.
20mm thick lime surkhi plaster 1:2 in two coats
work
25mm thick cement lime plaster 1:1:6
25mm thick cement plaster 1:2 in two coats
work.
12.5mm thick cement plaster 1:6.
12.5mm thick raised cement mortar band/drip
course in cement mortar 1:3
20 mm thick cement plaster 1:5 in two coats
work.
20 mm thick raised cement mortar band/drip
course in cement mortar 1:4
12.5mm thick lime surkhi sand plaster 1:1:1
12.5mm thick lime surkhi plaster 1:2
12.5mm thick lime surkhi plaster 2:3 ( 2 lime and
3 surkhi)
20mm thick cement plaster 1:6 in two coats
work.
Page 106 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Unit Plains Sub-Mountainous
Region
Description
2
Sr. No.
15.27
Sqm. 8.40 25.00 9.20 26.00
15.28
Sqm. 8.40 21.00 9.20 22.00
15.29Sqm. 8.40 18.50 9.20 19.50
15.30Sqm. 8.40 17.00 9.20 18.00
15.31Sqm. 4.80 12.50 5.30 13.00
15.32Sqm. 4.80 11.00 5.30 11.50
15.33Sqm. 5.20 15.50 5.80 16.00
15.34Sqm. 5.20 13.50 5.80 14.00
15.35Sqm. 6.80 11.00 7.50 11.50
15.36Sqm. 6.80 10.00 7.50 10.50
15.37Sqm. 6.80 13.00 7.50 13.50
15.38Sqm. 6.80 11.50 7.50 12.50
15.39Sqm. 6.80 13.00 7.50 14.00
15.40
Sqm. 0.10 0.85 0.11 0.90
15.41Sqm. 2.95 4.20 3.25 4.45
15.42
(a) Vertical Sqm. 6.90 20.50 7.60 21.00
25mm thick cement plaster 1:6 in two coats
work.
Plastering on Floors
10mm thick cement plaster 1:2
6 mm thick cement plaster 1:3.
6 mm thick cement plaster 1:4
10mm thick cement plaster 1:3.
25mm thick cement plaster 1:3 in two coats
work.
25mm thick cement plaster 1:5 in two coats
work.
25mm thick cement plaster 1:4 in two coats
work.
10mm thick cement plaster 1:3
12.5mm thick cement plaster 1:2
12.5 mm thick cement plaster 1:3.
Plastering on underside of ceiling
10mm thick cement plaster 1:4.
12.5mm thick cement plaster 1:4.
Miscellaneous
Extra for mixing soap solution 1 per cent for
cement plastering.
Cement rendering on plaster 1mm thick.
12.5 mm thick cement plaster in damp proof
course 1:3 with two coats of bitumen @1.65 Kg.
per Sqm. laid hot and sanded.
Page 107 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Unit Plains Sub-Mountainous
Region
Description
2
Sr. No.
(b) Horizontal Sqm. 5.20 19.00 5.70 19.50
15.43
(a) Vertical Sqm. 7.80 25.50 8.60 26.50
(b) Horizontal Sqm. 6.10 24.00 6.70 24.50
15.44
Sqm 14.50 42.50 16.00 44.00
15.44
(ii)
Sqm. 5.50 13.70 6.05 14.30
15.45
Sqm. 4.20 4.20 4.55 4.55
15.46
Sqm. 5.00 5.00 5.40 5.40
15.47
Sqm. 3.30 3.30 3.55 3.55
15.48
Sqm. 4.05 4.05 4.30 4.30
15.49Sqm. 0.48 0.48 0.50 0.50
15.50Sqm. 7.50 9.00 8.20 9.80
15.51Sqm. 7.50 9.70 8.20 10.50
15.52Sqm. 7.50 9.10 8.20 9.90
15.53Sqm. 5.00 6.40 5.50 6.90
Mud plaster 12.5mm thick with Gobri leeping
including all materials.
Mud plaster 25mm thick with Gobri leeping
including all materials.
20 mm thick cement plaster in damp proof
course 1:3 with two coats of bitumen @1.65 Kg.
per Sqm. laid hot and sanded.
Bearing plaster of 10mm thick cement mortar 1:3
cement sand finshed with a floating coat of neat
cement and thick coat of lime wash/POP on top
of walls when dry for bearing of R.C.C. slabs and
beams.
40mm thick cement plaster DPC 1:3 with
admixure of water proofing compound @ 1 kg /
bag of cement.
Lime pointing 2:3 weathered and struck.
Cement pointing 1:2 deep variety.
Cement pointing 1:3 deep variety.
Lime pointing 2:3 flush on brick walls.
Mud Plaster on Walls
Mud plaster 12.5mm thick with Gobri leeping
including all materials.
Mud plaster 25mm thick with Gobri leeping
including all materials.
Gobri leeping including materials.
Mud Plaster on Floors and Roofs
Pointing
Page 108 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Unit Plains Sub-Mountainous
Region
Description
2
Sr. No.
15.54Sqm. 6.50 9.80 7.10 10.50
15.55Sqm. 9.00 15.50 10.00 16.50
15.56Sqm. 4.30 4.30 4.75 4.75
15.57
Sqm. 5.00 7.20 5.50 7.70
15.58Sqm. 4.00 5.80 4.40 6.20
15.59
Sqm. 4.30 5.60 4.75 6.10
15.60
Sqm. 3.25 4.40 3.55 4.70
15.61Sqm. 0.34 0.55 0.37 0.60
15.62Sqm. 0.50 0.90 0.55 0.95
15.63 Sqm. 0.70 1.20 0.75 1.30
15.64
Sqm. 0.41 0.60 0.45 0.65
15.65 Sqm. 0.55 0.95 0.60 1.00
15.66
Sqm. 2.60 3.55 2.85 3.80
15.67
Sqm. 2.70 12.50 3.00 12.70
15.68
Sqm. 2.60 6.40 2.85 6.70
Cement pointing 1:2 flush on brick on edge-
flooring.
Distempering
Distempering with dry distemper (of approved
manufacture) two coats over one priming coat on
new work.
White Washing (First coat or subsequent coat).
White Washing (Two coats).
White Washing (Three Coats).
Cement pointing flush 1:2 on stone walls
Cement pointing 1:2 (Raised) on stone walls.
Striking joints in lime or cement on brick walls.
Cement pointing 1:2 flush on flat brick flooring.
Cement pointing flush 1:2 under side of roof with
brick tiles 30 cm x 15 cm.
Cement pointing on stone slab pavement with
cement mortar 1:2
Colour Washing (First coat or subsequent coat).
Colour Washing (Two coats).
Preparation of plastered surfaces for
distempering including sand papering the suface,
applying filling with approved quality filler,
consisting of plaster of paris and chalk mitti
including finishing the surface to the required
finish complete.
Preparation of plastered surfaces for oil bound
distemper including sand papering the suface,
applying one coat of linseed oil and filling with
approved quality filler, consisting of white lead,
linseed oil varnish and chalk mitti finishing the
surface to the required finish complete
Page 109 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Unit Plains Sub-Mountainous
Region
Description
2
Sr. No.
15.69
Sqm. 1.25 2.20 1.35 2.30
15.70
Sqm. 2.05 4.00 2.25 4.20
15.71
Sqm. 2.90 8.60 3.20 8.90
15.72
Sqm. 1.35 3.10 1.50 3.30
15.73
Sqm. 2.20 5.70 2.45 6.00
15.74
Sqm. 2.10 9.50 2.30 10.50
15.75
Sqm. 1.20 3.60 1.35 3.70
Finishing walls with exterior decorative cement
based paints such as snowcem, Robbiacem etc.
on old work one coat to give an even shade.
Finishing walls with exterior decorative cement
based paints such as snowcem, Robbiacem etc.
on new work two coats to give an even shade.
Distempering with washable oil bound distemper
(of approved manufacture ) one coat on old
distempered work.
Distempering with washable oil bound distemper
(of approved manufacture) two coats on old
distempered work.
Distempering with dry distemper (of approved
manufacture) one coat on old distempered work.
Distempering with dry distemper (of approved
manufacture) two coats on old distempered
(When shade is change).
Distempering with washable oil bound distemper
(of approved manufacture) two coats over one
coat Priming coat on new work.
Page 110 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(v)
With
Special
quality
paints
With I.S.I
marked/
ordinary
quality
paints
With
Special
quality
paints
With I.S.I
marked/
ordinary
quality
paints
1 3 4 5 6 7 8 9
(A)
16.1
Sqm. 1.40 3.85 - 1.55 4.00 -
16.2
Sqm. 1.10 3.10 2.50 1.20 3.20 2.60
16.3
Sqm. 1.90 9.10 5.30 2.10 9.30 5.50
16.4
Sqm. 1.90 7.10 5.40 2.10 7.30 5.60
CHAPTER NO. 16
PAINTING AND VARNISHING
Notes :-
DescriptionSr. No. Plains Unit Sub-Mountainous Region
Labour
Rate
Labour
Rate
Preparation of plywood surface for
painting including sand papering the
surface and applying filling with
approved quality fills consisting of white
lead, linseed oil, Varnish, and Chalk Mitti
including finishing the surface to
required finish complete.
Unless otherwise stated, the labour rates include handling of all materials within 100 metres.
Deleted
The special quality paints will be first quality paints manufactured by reputed firms like Nerolac,
Asian, Berger, J&N, ICI or equivalent, approved by the Engineer-in-Charge.
The labour rates given in this chapter include the cost of tools and plant and scaffolding (labour and
material) wherever required.
The rates given in item No. 16.48, 16.49, 16.50, 16.51, 16.54, 16.55, 16.56 and 16.57 are inclusive
of printing.
2
Painting on Wooden surface etc.
Through Rate Through Rate
Applying pink primer or aluminium
priming coat on wood work including
preparation of surface knotting and
stopping etc.
Painting two coats excluding priming
coat with synthetic enamel paint in all
shades on new wood work metallic or
plastered or concrete surface to give an
even shade.
Painting two coats excluding priming
coat with readymixed paint in all shades
on new wood work.
Page 111 CSR-1987 [Re-print]
With
Special
quality
paints
With I.S.I
marked/
ordinary
quality
paints
With
Special
quality
paints
With I.S.I
marked/
ordinary
quality
paints
1 3 4 5 6 7 8 9
DescriptionSr. No. Plains Unit Sub-Mountainous Region
Labour
Rate
Labour
Rate
2
Through Rate Through 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)
16.9
Sqm. 0.90 2.50 2.00 1.00 2.60 2.15
16.10
Sqm. 0.95 5.10 4.00 1.05 5.20 4.10
16.11
Sqm. 1.95 7.20 5.40 2.15 7.40 5.60
16.12
Sqm. 2.05 6.30 4.85 2.25 6.50 5.10
16.13
Sqm. 1.20 3.55 2.75 1.35 3.65 2.90
Applying priming coat with metal primer
on new steel or iron work including
preparation of surface.
Applying priming coat on steel work
consisting of red lead mixed with linseed
oil and turpentine in equal proportions or
with genuine red lead.
Painting two coats excluding priming
coat with readymixed paint for metallic
surfaces in all shades on new steel or
iron work.
Painting two coats with synthetic enamel
paints in all shades on old wood work or
metallic or plastered or concrete surface
to give an even shade including rubbing
down old paint.
Painting two coats with readymixed paint
in all shades on old wood work to give
an even shade including rubbing down
old paint.
Painting one coat with synthetic enamel
paint in all shades on old wood work or
metallic or plastered or concrete
surfaces to give an even shade including
rubbing down old paint.
Painting one coat with readymixed paint
in all shades on old wood work to give
an even shade including rubbing down
old paint.
Painting on metallic surfaces etc.
Painting two coats with readymixed paint
for metallic surfaces in all shades on old
steel or iron work.
Painting one coat with readymixed paint
of metallic surfaces in all shades on old
steel or iron works.
Page 112 CSR-1987 [Re-print]
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quality
paints
With I.S.I
marked/
ordinary
quality
paints
With
Special
quality
paints
With I.S.I
marked/
ordinary
quality
paints
1 3 4 5 6 7 8 9
DescriptionSr. No. Plains Unit Sub-Mountainous Region
Labour
Rate
Labour
Rate
2
Through Rate Through 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 one coat with anticorrosive
odourless black bitumastic paint in side
old steel water tanks.
Painting on Plastered or concrete
surfaces etc.
Painting two coats on iron sheets with
roofing white, grey or green readymixed
paint on new work to give an even
shade.
Painting one coat on iron sheets with
roofing white, grey or green readymixed
paint on old work to give an even shade.
Painting two coats with aluminium paint
on new work to give an even shade
excluding priming coat.
Painting two coats on iron sheets with
roofing red readymixed paint on new
work to give an even shade.
Painting one coat on iron sheets with
roofing red readymixed paint on old
work to give an even shade.
Painting one coat with aluminium paint
on old work to give an even shade.
Painting two coats with anticorrosive
bitumastic paint on new work to give an
even shade.
Painting one coat with anticorrosive
bitumastic paint on old work to give an
even shade.
Painting two coats with anticorrosive
odourless black bitumastic paint inside
new steel water tanks.
Page 113 CSR-1987 [Re-print]
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Special
quality
paints
With I.S.I
marked/
ordinary
quality
paints
With
Special
quality
paints
With I.S.I
marked/
ordinary
quality
paints
1 3 4 5 6 7 8 9
DescriptionSr. No. Plains Unit Sub-Mountainous Region
Labour
Rate
Labour
Rate
2
Through Rate Through 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)
16.30 Sqm. 2.00 2.50 - 2.25 2.80 -
16.31
Sqm. 1.50 2.30 - 1.65 2.45 -
16.32
Sqm. 4.25 - - 4.70 -
16.33 Sqm. 0.65 - 1.30 0.70 - 1.40
16.34 Sqm. 0.95 - 2.20 1.05 - 2.25
16.35
Sqm. 2.45 9.10 6.00 2.70 9.30 6.20
Varnishing with copal varnish one coat
of sizing and two coats of varnishing on
new wood work including stopping.
Floor painting one coat with floor paint in
all shades on old work to give an even
shade.
Miscellaneous
Burning old paint with blow lamp.
Preparation of plastered or concrete
surface for painting, including sand
papering the suface, applying one coat
of linseed oil and filling with approved
quality filler, consisting of white lead
linseed oil, varnish and Chalk mitti
including finishing surface to the
required finish complete.
Applying priming coat with cement
primer in all shades on newly plastered
or concrete exterior surfaces.
Painting two coats with ready mixed
exterior paint in all shades on newly
plastered or concrete surface of walls.
Painting two coats with ready mixed
emulsion paint in all shades for interior
use on bricks plaster cement, fibre
board etc.
Floor painting two coats with floor paint
in all shades on new work to give an
even shade.
Removing old paint with caustic soda
solution and preparing surface.
Scraping, brushing to remove paint to
bare metal surface.
Painting one coat with solignum.
Painting two coat with solignum.
Page 114 CSR-1987 [Re-print]
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quality
paints
With I.S.I
marked/
ordinary
quality
paints
With
Special
quality
paints
With I.S.I
marked/
ordinary
quality
paints
1 3 4 5 6 7 8 9
DescriptionSr. No. Plains Unit Sub-Mountainous Region
Labour
Rate
Labour
Rate
2
Through Rate Through Rate
16.36
Sqm. 1.15 4.25 2.70 1.25 4.35 2.80
16.37 Sqm. 0.32 - 1.25 0.35 - 1.25
16.38
Sqm. 0.40 - 0.85 0.45 - 0.90
16.39 Sqm. 0.65 - 1.10 0.70 - 1.15
16.40 Sqm. 0.95 - 1.70 1.05 - 1.80
16.41 Sqm. 0.80 - 2.70 0.90 - 2.80
16.42 Sqm. 1.20 - 4.00 1.30 - 4.15
16.43 Sqm. 4.35 - 6.60 4.80 - 7.10
16.44 Sqm. 1.60 - 2.75 1.80 - 2.95
16.45
Sqm. 6.70 - 8.50 7.40 - 9.20
16.46 Sqm. 3.55 - 4.90 3.90 - 5.20
16.47 cm.
height
per
word
0.13 - 0.14 0.14 - 0.15
16.48 cm.
height
per
word
0.085 - 0.092 0.094 - 0.10
16.49
Sqm. 36.50 - 41.50 40.00 - 45.00
16.50
(a) One coat work. Metre 4.35 - 5.05 4.75 - 5.50
Painting sounding rods and other
gauges reading to centimetre with
synthetic enamel paint :-
Painting gauges 60 cm. wide reading to
centimetre with synthetic enamel paints
(Two coats work.)
Coal tarring two coats
Bee's wax polishing on new wood work.
Bee's wax polishing on old wood work.
Varnishing with copal varnish one coat
including rubbing of previous coat.
Oiling wood work with raw linseed oil.
Painting one coat with creosote.
Painting two coat with creosote.
Coal tarring one coat
Spirit polishing two coats including a
coat of wood filler on new work.
Spirit polishing one coat on old work.
Painting new letters and figures of black
synthetic enamel paint to give an even
shade.
Repainting letters and figures of black
synthetic enamel paint to give an even
shade.
Oiling wood work with raw linseed oil
and water.
Page 115 CSR-1987 [Re-print]
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quality
paints
With I.S.I
marked/
ordinary
quality
paints
With
Special
quality
paints
With I.S.I
marked/
ordinary
quality
paints
1 3 4 5 6 7 8 9
DescriptionSr. No. Plains Unit Sub-Mountainous Region
Labour
Rate
Labour
Rate
2
Through Rate Through Rate
(b) Two coats work. Metre 6.70 - 8.10 7.30 - 8.80
16.51
(a) One coat work. Metre 14.00 - 15.00 15.50 - 16.50
(b) Two coats work. Metre 21.00 - 22.00 23.00 - 24.50
16.52
(a) One coat work. Sqm. 0.60 - 1.45 0.65 - 1.50
(b) Two coats work. Sqm. 0.90 - 2.45 0.95 - 2.55
16.53
Sqm. 0.23 - - 0.25 - -
16.54
(a) One coat work.
(i) Main canal Each 2.05 - 2.65 2.25 - 2.85
(ii) Distributories Each 1.30 - 1.70 1.45 - 1.85
(b) Two coats work.
(i) Main canal Each 3.00 - 4.00 3.30 - 4.30
(ii) Distributories Each 1.80 - 2.50 2.00 - 2.70
16.55
(a) One coat work. Each 3.60 - 4.20 4.00 - 4.50
(b) Two coats work. Each 5.50 - 6.40 6.10 - 7.00
16.56
(a) One coat work.
(i) 5th Kilometre Stone. Each 40.50 - 45.50 44.50 - 49.50
(ii) Ordinary Kilometre Stone. Each 22.00 - 24.50 24.00 - 26.50
Painting kilometre stone with synthetic
enamel paint :-
Painting 200 metre stone with synthetic
enamel paint :-
Painting distance marks with synthetic
enamel paint :-
Painting levelling staves with synthetic
enamel paint :-
Extra over and above the rates in item
No. 16.52 where scaffolding is used.
Painting canal gates with Khanki mixture
applied hot :-
Page 116 CSR-1987 [Re-print]
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quality
paints
With I.S.I
marked/
ordinary
quality
paints
With
Special
quality
paints
With I.S.I
marked/
ordinary
quality
paints
1 3 4 5 6 7 8 9
DescriptionSr. No. Plains Unit Sub-Mountainous Region
Labour
Rate
Labour
Rate
2
Through Rate Through Rate
(iii) Kilometre Stone on village roads. Each 16.50 - 18.50 18.00 - 20.50
(b) Two coats work.
(i) 5th Kilometre Stone. Each 62.00 - 70.00 68.00 - 76.00
(ii) Ordinary Kilometre Stone. Each 33.50 - 37.50 36.50 - 41.00
(iii) Kilometre Stone on village roads. Each 25.00 - 28.50 28.00 - 31.00
16.57
(i) One coat work. Each 12.00 - 14.50 13.50 - 15.50
(ii) Two coats work. Each 18.50 - 22.50 20.50 - 24.50
16.58
Sqm. 1.95 - 5.10 2.15 - 5.30
Painting village boards with synthetic
enamel paint :-
Painting two coats with superior quality
black board paint on plastered or
concrete Wall or Iron sheet surface.
Page 117 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(v)
(vi)
(vii)
(viii)
(ix)
(x)
Labour
Rate
Through
Rate
Labour Rate Through
Rate
1 3 4 5 6 7
17.1
Sqm. 2.70 -- 2.95 --
CHAPTER NO. 17
WOOD WORK
Notes :-
Unless otherwise stated, the labour rates include rehandling of materials within 100 metres.
Unless otherwise stated, the labour and through rates include all wastage of timber in sawing and
cutting and sawing charges including carriage to and from saw mills.
Through rates for items requiring use of wire gauge include the cost 140G gauge galvanised wire
gauge.
The labour rates given in this chapter include the cost of tools and plants and scaffolding (Labour
and material) wherever required.
The rate for item No. 17.4 to 17.9 apply to simple wood work not involving any jointing such as
beams battens etc. where jointing is involved as in case of roof trusses composite beams, etc.,
increase the labour and through rate by Rs. 300/- per cu.m. In case of built -in-fixtures involving
jointing increase the rates by Rs. 200/- per cum.
Ther rates for item No. 17.13,17.14,17.21, 17.23 exclude the cost of sliding bolts, Tower bolts,
handles but include the cost of labour for fixing them.
In case fixed glazing is continuous to openable shutter, the area of fixed glazing will be measured
up to central line of mullion, if the area of fixed glazing exceeds 25per cent of the openable area,
otherwise the whole area shall be measured as openable and paid for as such.
If frosted glass is used instead of ordinary glass, the through rate in item No. 17.34 and 17.35 shall
be increased by Rs. 8/- per sqm. If in case of item No. 17.19, 17.20, 17.27 and 17.28 frosted glass
is used, extra payment shall be made over and above the through rate of these items at Rs. 8.00
per sq.m. of actual area of glass panes.
The rates for aluminium fittings, as provided in this chapter, are only for the purposes of estimating
and not for purchasing of fittings through contractor. All aluminium fittings shall be arranged by the
department, and supplied to contractor free of cost for fitting.
The wood work in chowkats of doors and windows shall be done at site, strictly as per P.W.D
Specifications, Nothing extra shall be paid for wastage, or for dimensions, supplied beyond those
specified and for horns. The length of each piece shall be measured overall, so as to include the
projection for lenons. In case of mouldings, roundings circular rebates, circular and varying
sections, the sectional area of the piece shall be taken as the area of the least square or rectangle
from which such section can be cut, and nothing extra shall be paid for such moulding and
rebates.
Sr. No. Description Unit Plains Sub-Mountainous Region
2
Sawing of soft wood like deodar, kail
and chil etc., by hand saw including
carriage to and from hand saw mills.
Page 118 CSR-1987 [Re-print]
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Labour Rate Through
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1 3 4 5 6 7
Sr. No. Description Unit Plains Sub-Mountainous Region
2
17.2
Sqm. 5.50 -- 6.10 --
17.3
-- --
(i) Soft Wood Sqm. 6.50 -- 6.50 --
(ii) Hard Wood Sqm. 15.00 -- 15.00 --
17.4
Cum. 378.00 6858.00 415.00 6896.00
17.5
Cum. 378.00 5970.00 415.00 6008.00
17.6
Cum. 378.00 5060.00 415.00 5098.00
17.7
Cum. 525.00 4766.00 578.00 4819.00
17.8
Cum. 525.00 11255.00 578.00 11307.00
17.9
Cum. 525.00 8542.00 578.00 8593.00
17.10
(a) 50mm thick Sqm. 18.50 337.00 20.50 339.00
(b) 45mm thick Sqm. 18.50 305.00 20.50 307.00
(c) 40mm thickSqm. 18.50 273.00 20.50 275.00
(d) 30mm thick Sqm. 18.50 215.00 20.50 217.00
(e) 25mm thick Sqm. 18.50 179.00 20.50 181.00
(f) 20mm thick Sqm. 18.50 142.00 20.50 144.00
Sawing of hard wood like champ,
sal, Teak and hollock etc., by hand
saw including carriage to and from
saw mills.
Sawing timber at site of work by
manual labour :--
Deodar wood wrought, planed and
fixed in position.
Kail wood wrought, planed and fixed
in position.
Chil wood wrought, planed and fixed
in position.
Commercial hard wood such as
Hollock, Champ, Chikrassy and
Chaplash etc. (Non conferming
timber other than teak conferming to
I.S specification No. 1,003 kiln
seasoned) wrought, planed and fixed
in position.
Teak wood wrought, planed and fixed
in position.
Sal wood wrought, planed and fixed
in position.
Deodar wood planking planed on
both side rebated and fixed in
position including nails and screws
etc.
Page 119 CSR-1987 [Re-print]
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Rate
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Rate
Labour Rate Through
Rate
1 3 4 5 6 7
Sr. No. Description Unit Plains Sub-Mountainous Region
2
(g) 12.50mm thick Sqm. 18.50 98.00 20.50 100.00
17.11
(a) 50mm thick Sqm. 18.50 292.00 20.50 294.00
(b) 45mm thick Sqm. 18.50 263.00 20.50 265.00
(c) 40mm thick Sqm. 18.50 229.00 20.50 231.00
(d) 30mm thick Sqm. 18.50 188.00 20.50 189.00
(e) 25mm thick Sqm. 18.50 156.00 20.50 158.00
(f) 20mm thick Sqm. 18.50 125.00 20.50 127.00
(g) 12.50mm thickSqm. 18.50 87.00 20.50 89.00
17.12
(a) 50mm thick Sqm. 28.00 557.00 30.50 560.00
(b) 45mm thickSqm. 28.00 504.00 30.50 507.00
(c) 40mm thick Sqm. 28.00 451.00 30.50 453.00
(d) 30mm thick Sqm. 28.00 346.00 30.50 349.00
(e) 25mm thick Sqm. 28.00 293.00 30.50 296.00
(f) 20mm thick Sqm. 28.00 241.00 30.50 243.00
(g) 12.50mm thick Sqm. 28.00 162.00 30.50 163.00
17.13
(a) Panelled, glazed or glazed
and panelled.
Kail wood planking planed on both
sides rebated and fixed in position
including nails and screw etc.
Teak wood planking planed on both
sides rebated and fixed in position
including nails and screws etc.
Deodar wood doors windows
including chowkats, iron hold fast
corner straps, hinges, screws,
chocks, cleats, stops and cords etc.
complete fixed in position.
Page 120 CSR-1987 [Re-print]
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Rate
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Rate
Labour Rate Through
Rate
1 3 4 5 6 7
Sr. No. Description Unit Plains Sub-Mountainous Region
2
(i) 40mm thick Sqm. 64.00 355.00 70.00 361.00
(ii) 35mm thick Sqm. 64.00 335.00 70.00 341.00
(iii) 30mm thick Sqm. 64.00 301.00 70.00 307.00
(b) Battened and framed
(i) 50mm thick Sqm. 55.00 387.00 60.00 393.00
(ii) 45 thick Sqm. 55.00 375.00 60.00 381.00
(c) Battened and braced shutter
50mm thick complete. Sqm. 47.00 366.00 51.00 371.00
17.13
(ii)
(a) Phenol Bonded Ply Panel
(i) 40mm thick Sqm 62.00 305.50 68.00 311.50
(ii) 35mm thickSqm 62.00 295.50 68.00 301.50
(iii) 30mm thick Sqm 62.00 286.00 68.00 292.00
17.13
(iii)
(a) Panelled, glazed or glazed
and panelled (Double leaf)
(i) 40mm thick Sqm 67.50 274.50 74.00 281.00
(ii) 35mm thick Sqm 67.50 262.50 74.00 269.00
(iii) 30mm thick Sqm 67.50 243.00 74.00 250.00
(b) Battened and framed (Single
Leaf)
Deodar wood doors with 12mm thick
phenol Bonded BWP ply (Anchor,
kitply, National or any other I.S.I.
approved quality) including cost of
chowkhats iron hold fasts, corners,
straps, hinges screws, chocks
cleats, stops and cords etc.
complete fixed in position (Single
leaf).
Kiln seasoned Hollock wood doors,
windows including chowkhats iron
hold fasts, corner straps, hinges,
screws chocks, cleats stops cords
etc. complete fixed in position.
Page 121 CSR-1987 [Re-print]
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Rate
1 3 4 5 6 7
Sr. No. Description Unit Plains Sub-Mountainous Region
2
(i) 50mm thick Sqm 58.00 277.00 64.00 283.00
(ii) 45mm thick Sqm 58.00 269.00 64.00 275.00
(c) Battened and braced shutter
50mm thick complete (Single
Leaf)Sqm 51.00 263.00 56.00 263.50
17.13
(iv)
(a) Phenol Bonded B.W.P. ply
panel
(i) 40mm thickSqm 62.00 267.00 68.00 273.00
(ii) 35mm thickSqm 62.00 260.00 68.00 266.00
(iii) 30mm thickSqm 62.00 253.00 68.00 259.00
17.14
(a) 35mm thick Sqm. 36.00 206.00 39.50 209.00
(b) 30mm thickSqm. 36.00 185.00 40.00 189.00
17.14
(ii)
(a) 35mm thick (Double leaf)Sqm 38.00 165.00 42.00 169.00
(b) 30mm thick (Double leaf)Sqm 38.00 150.00 42.00 154.00
Kiln seasoned Hollock wood doors
with 12mm thick phenol Bonded
B.W.P. Ply I.S.I marked (Anchor,
kitply, Nova teak, National or
equivalents) including chowkats iron
hold fasts, corner, stops hinges,
screws, chooks, cleats stops and
cords etc. complete fixed in position
(Single leaf)
Wire gauge Deodar wood door
shutter without springs housed in
chowkat.
Wire gauge kiln Seasoned Hollock
wood door shutter without springs in
chowkat.
Page 122 CSR-1987 [Re-print]
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Rate
Through
Rate
Labour Rate Through
Rate
1 3 4 5 6 7
Sr. No. Description Unit Plains Sub-Mountainous Region
2
Note :-
17.15
(a) 30mm thickSqm. 55.00 232.00 60.00 238.00
(b) 25mm thickSqm. 55.00 226.00 60.00 232.00
17.15
(ii)
(a) 30mm thick Sqm 57.00 195.00 63.00 201.00
(b) 25mm thick Sqm 57.00 183.00 63.00 199.00
17.16
Sqm. 12.50 87.00 13.50 88.00
17.16
(ii)
Sqm 13.00 75.00 14.00 76.00
17.17
Sqm. 20.50 176.00 22.50 178.00
17.17
(ii)
Sqm 23.00 134.00 25.00 136.00
17.18
Sqm. 12.50 94.00 13.50 95.00
The unit measurement of item No.
17.14 is area of clear shutter
opening. In case wire gauge shutter
is fixed with additional mouldings on
existing chowkats, payment will be
made on overall measurement of
masonary openings.
Deodar wood cup board shutter
including chowkat with ply wood
panels or faced on one side fixed in
position (excluding the cost of
handles, bolts, hasp with staple but
including the labour for fixing them).
Klin Seasoned Hollock wood cup
board shutter including chowkat with
Ply wood panels or faced on one
side fixed in position (excluding the
cost of handles, bolts hasp with
staple but including the labour for
fixing them)
Wire gauge fixed on chowkat with
25mm thick deodar wood cover
moulding of full width.
Wire gauge fixed on chowkat with
25mm thick kiln seasoned Hollock
wood moulding etc.
Wire gauge fixed on clerestory
window including deodar wood
chowkat and moulding etc.
Wire gauge fixed on clearstorey
window including kiln seasoned
Hollock wood chowkat and moulding
etc.
Expanded metal fixed on chowkat
with 25mm deodar wood cover
moulding of full width.
Page 123 CSR-1987 [Re-print]
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Rate
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Rate
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Rate
1 3 4 5 6 7
Sr. No. Description Unit Plains Sub-Mountainous Region
2
17.18
(ii)
Sqm 13.00 82.00 14.00 83.00
17.19
(a) 2mm thick or 5.18Kg. Per
Sqm. Sqm. 47.00 258.00 52.00 263.00
(b) 3mm thick or 8.44Kg.per
Sqm. Sqm. 47.00 272.00 52.00 276.00
(c) 4mm thick or 10.75Kg.per
Sqm. Sqm. 47.00 288.00 52.00 293.00
(d) 5.5mm thick plate glass
(Indian) Sqm. 41.00 297.00 45.00 301.00
17.19
(ii)
(a) 2 mm thick or 5.35 kg per
Sqm. Sqm 50.00 200.00 55.00 205.00
(b) 3mm thick or 8.14 kg per
Sqm. Sqm 50.00 214.00 55.00 219.00
(c) 4mm thick or 10.75 kg. per
Sqm. Sqm 50.00 230.00 55.00 235.00
(d) 5.5mm thick plate glass
(Indian) Sqm 44.00 244.00 48.00 248.00
17.20
(a) 3mm thick or 8.44kg.per Sqm.
Sqm. 29.50 234.00 32.50 237.00
(b) 4mm thick or 10.75kg.per
Sqm. Sqm. 29.50 254.00 32.50 257.00
(c) 5.5mm thick plate glass
(Indian) taking area 1.2m x
1.3m = 1.56sqm Sqm. 24.50 278.00 27.00 281.00
Expanded metal fixed on chowkat
with 25mm thick kiln seasoned
Hollock wood cover moulding of full
width.
Fixed glazing with deodar wood
chowkat (with styles and rails) using
glass.
Fixed glazing with kiln seasoned
Hollock wood chowkat (with styles
and rails) using glass.
Fixed glazing with deodar wood
chowkat (without styles and rails)
using glass.
Page 124 CSR-1987 [Re-print]
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Rate
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Rate
Labour Rate Through
Rate
1 3 4 5 6 7
Sr. No. Description Unit Plains Sub-Mountainous Region
2
17.20
(ii)
(a) 3mm thick or 8.44 kg per
Sqm. Sqm 32.00 188.00 35.00 191.00
(b) 4mm thick or 10.75 kg. per
Sqm. Sqm 32.00 207.00 35.00 210.00
(c) 5.5mm thick plate glass
(Indian) takings area
1.2mx1.3m=1.56 Sqm Sqm 27.00 239.00 29.00 241.00
17.21
Sqm. 30.50 142.00 33.50 145.00
17.21
(ii)
Sqm. 30.50 101.00 33.50 104.00
17.21
(iii)
Sqm 30.50 82.00 33.50 85.00
17.22
Sqm. 32.00 100.00 35.00 104.00
Fixed glazing with kiln seasoned
Hollock wood chowkat (without
styles and rails) using glass.
Deodar wood chowkat including iron
hold fast, iron hinges, corner, straps,
cleats, stops wooden knobs or
handles fixed in position and labour
only for fixing the fittings and
shutters (excluding the cost of
shutter and any other door fittings
other than specified above).
Deodar wood cup board chowkats
including iron hold fast, iron hinges,
corner straps, wooden knobs, or
handles fixed in position and labour
only for fixing the fittings and shutter
(excluding the cost of shutter and
only door fittings other than specified
above)
Kiln seasoned Hollock wood cup
board chowkat including iron hold
fasts, iron hinges, wooden knobs or
handles fixed in position and labour
only for fixing the fittings and shutter
(excluding the cost of shutter and
only door fitting other than specified
above)
Chowkat of commercial hard wood
such as hollock, champ, chikrassy
and chaples, confirming to I.S.
specification No. 1003 (Kiln
seasoned) of door and windows
including iron hold fast, corner
straps, cleats, stops bolts for hold
fasts etc. complete fixed in position.
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17.23
(a) 40mm thick Sqm. 64.00 317.00 70.00 323.00
(b) 35mm thick Sqm. 64.00 300.00 70.00 306.00
17.24
(a) 35mm thick Sqm. 36.00 165.00 39.50 169.00
(b) 30mm thick Sqm. 36.00 150.00 40.00 154.00
Note :-
17.25
(a) 35mm thick Sqm. 92.00 495.00 101.00 504.00
(b) 30mm thick Sqm. 92.00 469.00 101.00 478.00
(c) 25mm thickSqm. 92.00 437.00 101.00 446.00
17.26
(a) 30mm thick Sqm. 55.00 281.00 61.00 286.00
(b) 25mm thickSqm. 55.00 253.00 61.00 258.00
17.27
Kail wood door and windows
panelled, glazed or glazed and
panelled includidng chowkats, Iron
hold fast, corners, straps, hinges,
screws chocks, cleats stops and
cords etc. complete fixed in position :-
-
Wire gauge door shutter with kail
wood without springs housed in
chowkats :--
The note under item No. 17.14 is
applicable to above item No. 17.24
as well.
Teak wood doors and windows,
panelled, glazed or panelled
including chowkats, iron hold fast,
corner, straps, iron hinges, screws
chocks, cleats, stops and cords etc.,
complete fixed in position (excluding
cost of Tower bolts and handles but
including labour for fitting the same).
Teak wood wire guage shutter
without spring.
Fixing Teak wood chowkat (with
styles and rails) using glass :--
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(a) 2mm thick or 5.18kg.per Sqm.
Sqm. 69.00 377.00 76.00 384.00
(b) 3mm thick or 8.44kg.per Sqm.
Sqm. 69.00 392.00 76.00 399.00
(c) 4mm thick or 10.75kg.per
Sqm. Sqm. 69.00 408.00 76.00 415.00
(d) 5.5mm thick plate glass
(Indian) Sqm. 60.00 423.00 66.00 429.00
17.28
(a) 3mm thick or 8.44kg.per Sqm.
Sqm. 50.00 330.00 55.00 335.00
(b) 4mm thick or 10.75kg.per
Sqm. Sqm. 50.00 351.00 55.00 356.00
(c) 5.5mm thick plate glass
(Indian) Sqm. 50.00 384.00 55.00 389.00
17.29
Sqm. 31.00 259.00 34.00 263.00
17.30
Sqm. 43.00 187.00 47.50 191.00
17.31
Each 11.00 - 12.00 -
17.32
(i) for single leaf shutter Sqm. - 16.00 - -
(ii) for double leaf shutterSqm. - 24.00 - -
Fixed glazing with teak wood
chowkhats (without style and rails)
using glass :--
Fixing wire gauge out side the
clerestory window including teak
wood chowkat and cover moulding.
Teak wood chowkat including iron
hold fast, corner straps iron hinges,
cleats, stops, wooden knobs or
handles fixed in position and labour
only for fixing the fittings and shutter
(excluding the cost of shutter and
every door fittings other than
specified above)
Fixing mortise or rim locks or latches
complete (Labour only)
Cost of Aluminium fittings ISI
marked complete for doors,
windows, such as tower bolts,
handles and screws etc. for these
fittings (excluding sliding bolts).
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17.33
(a) Deodar wood Metre 9.90 16.00 11.00 17.00
(b) Teak wood Metre 13.50 23.50 14.50 25.00
17.34
Each 0.43 4.25 0.48 4.30
17.35
(a) 3mm thick or 8.44 kg/ Sqm.
taking 0.78 sqm. for window
of size 0.9m. x 1.3m. Sqm. 5.60 78.00 6.10 79.00
(b) 4mm thick or 10.78 kg/ Sqm.
taking 0.78 sqm. for window
of size 0.9m x 1.3m) Sqm. 5.60 104.00 6.10 104.00
(c) 5.5mm thick plate glass
(Indian) taking 0.78 Sqm. for
window of size (0.9m x 1.3m).
Sqm. 6.70 151.00 7.40 152.00
17.36
(a) Commercial with elm or
gurjan facing on both sides
with laminated core and
lipped edges :-
(i) 20 mm thickSqm. 43.00 385.00 47.50 389.00
(ii) 25 mm thick Sqm. 43.00 393.00 47.50 397.00
(iii) 30 mm thick Sqm. 43.00 401.00 47.50 405.00
Curtain rod 25mm dia with brackets
fixed in position including nails and
screws etc.
Fixed glass panes (2mm thick or
5.18 kg. per Sqm. glazing area up to
900 sq.cm. of each panes) with nails
and putty or wooden strip complete
in all respects.
Fixing glass panes (glazing area over
900 sq cm. of each pane) with nails
and putty or wooden strip complete
in all respects.
Factory manufactured solid flush
door fixed in position including cost
of teak wood chowkats iron hold fast,
corner straps iron hinges cleats and
stops etc. (excluding the cost of any
fittings other than specified above
but including labour for fixing the
same in position.)
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(iv) 35 mm thick Sqm. 43.00 418.00 47.50 423.00
(b) Decorative with elm or gurjan
facing on one side teak facing
or the other side edge lipped
with teak, with laminated core.
(i) 20 mm thick Sqm. 43.00 414.00 47.50 419.00
(ii) 25 mm thickSqm. 43.00 432.00 47.50 436.00
(iii) 30 mm thick Sqm. 43.00 450.00 47.50 454.00
(iv) 35 mm thick Sqm. 43.00 462.00 47.50 466.00
(c) Decorative with teak facing on
both side edge lipped with
teak, with laminated core.
(i) 20 mm thick Sqm. 43.00 478.00 47.50 483.00
(ii) 25 mm thick Sqm. 43.00 491.00 47.50 496.00
(iii) 30 mm thick Sqm. 43.00 505.00 47.50 509.00
(iv) 35 mm thick Sqm. 43.00 518.00 47.50 523.00
17.37
each 0.70 0.95 0.75 1.00
17.38
(a) 20 mm thick Sqm. 17.00 137.00 19.00 138.00
(b) 12 mm thick Sqm. 17.00 90.00 19.00 92.00
17.39
Providing and fixing teak wood
50mm x 50mm x 50mm plugs
including cutting brick work and
fixing in cement mortar 1:3
Providing and fixing deodar wood
plain lining tongued and groved
including wooden plugs (Teak)
placed at 45cm to 60cm centre,
complete with necessary screws
(frame work shall be payable extra)
Providing and fixing kail wood plain
lining tongued and groved including
wooden plugs (Teak) placed at 45cm
to 60cm centres, complete with
necessary screws (Frame work will
be payable extra)
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(a) 20 mm thick Sqm. 17.00 123.00 19.00 125.00
(b) 12 mm thick Sqm. 17.00 80.00 19.00 82.00
17.40
(a) 40 mm thick Sqm. 28.50 453.00 31.50 456.00
(b) 25 mm thick Sqm. 28.50 295.00 31.50 298.00
(c) 20 mm thick Sqm. 28.50 242.00 31.50 245.00
(d) 12 mm thick Sqm. 28.50 158.00 31.50 161.00
17.41
(a) 4mm thick 3 ply decorative ply
wood with teak faced on one
side. Sqm. 12.00 135.00 13.00 136.00
(b) 6mm thick decorative ply
wood teak faced on one side. Sqm. 12.00 153.00 13.00 155.00
(c) 9mm thick decorative ply
wood teak faced on one side. Sqm. 12.00 165.00 13.00 167.00
(d) 12mm thick decorative ply
wood teak faced on one side. Sqm. 12.00 184.00 13.00 185.00
(e) 4mm thick 3 ply commercial
ply wood. Sqm. 12.00 70.00 13.00 71.00
(f) 9mm thick commercial ply
wood. Sqm. 12.00 87.00 13.00 88.00
(g) 12mm thick commercial ply
wood. Sqm. 12.00 93.00 13.00 94.00
Providing and fixing teak wood plain
lining tongued and groved including
wooden plugs (Teak) placed at 45cm
to 60cm centres, complete with
necessary screws (frame work shall
be payable extra)
Providing and fixing ply wood, plain
lining but jointed including wooden
plugs (Teak) placed at 45cm to 60cm
centre complete with necessary nails
(Frame work shall be payable extra)
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17.42
(a) 50 mm x 12 mm Metre 2.30 7.00 2.50 7.30
17.43
(a) 50 mm x 12 mm Metre 3.10 6.60 3.40 6.90
(b) 40mm x 12mm Metre 3.10 6.10 3.40 6.40
17.44
(a) 50 mm x 12 mm Metre 3.10 10.50 3.40 11.00
(b) 40mm x 12mm Metre 3.10 9.10 3.40 9.40
17.45
(a) Deodar wood Metre 5.80 32.00 6.40 32.50
(b) Kail wood Metre 5.80 28.00 6.40 28.50
(c) Commercial hard wood such
as Hollock, Champ,
Chikrassy and Chaplashek Metre 5.80 23.50 6.40 24.00
(d) Teak wood Metre 6.90 49.50 7.60 49.50
Providing and fixing deodar wood
Beading in door and window,
chowkats with iron screws fixed in
position, complete as per design and
shape required.
Providing and fixing beading to door
and window chowkat of commercial
hard wood such as hollock champ,
chukrassy and chaplash etc. (Non
coniferous timber other than teak
conforming to I.S.I specification No.
1003 kiln seasoned) with iron
screws, fixed in position complete as
per design and shape required.
Providing and fixing teak wood
beading to door windows chowkhat,
with iron screws fixed in position
complete as per design and shape
required.
Providing and fixing 12mm thick and
10mm wide palmets with 25mm
diametre wooden curtain rod and
brakets, including fixing with 25mm x
3mm M.S flat 10cm long and plugs
(Teak) etc. complete.
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17.46
(a) Deodar woodMetre 6.80 37.00 7.50 37.50
(b) Kail wood Metre 6.80 33.00 7.50 33.50
(c) Commercial hard wood Metre 6.80 28.00 7.50 28.50
(d) Teak wood Metre 8.20 57.50 9.00 58.50
17.47
Metre - 7.80 - 7.80
17.48
Sqm. 5.10 41.00 5.60 41.50
17.49
Sqm. 6.80 125.00 7.50 125.00
17.50
(a) Brass helical spring Each 3.75 40.45 4.10 40.80
(b) Iron helical spring Each 3.75 11.90 4.10 12.25
17.51
(a) 100mm Each 3.75 22.00 4.10 22.35
(b) 125mm Each 3.75 29.70 4.10 30.05
Providing and fixing 12mm thick
150mm wide palmets with 25mm dia
wooden curtain rod and brackets,
including fixing with 25mm x 3mm
M.S flat 10cm long and plugs (Teak)
etc. complete.
Extra for Providing and fixing
aluminium curtain rail with rollers
stop ends and brackets in palmets,
instead of Teak wood curtain rod
25mm dia and brackets (Actual
length of rail to be measured).
Providing and fixing 4mm thick hard
board of approved quality in partition
including fixing to frames with screws
complete (Beading and frame work
to be paid separately).
Providing and fixing decorative ply
wood 4mm thick three ply Teak
faced on one side in partition
including fixing to frames with steel
screws complete (Beading and frame
work to be paid separately).
Providing and fixing helical door
spring 150mm (superior quality)
including necessary screws
complete.
Providing and fixing M.S double
action spring hinges with necessary
screws etc. complete.
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(c) 150mm Each 3.75 33.60 4.10 33.95
17.52
(a) I.S.I Designation No. 1 (size
of door up to700mm) Each 8.50 241.00 9.40 242.00
(b) I.S.I Designation No. II (size
of door 701mm to 850mm)
Each 8.50 257.00 9.40 258.00
(c) I.S.I Designation No. III (size
of door 851mm to 1000mm)Each 8.50 307.00 9.40 308.00
17.53
Sqm. 11.50 196.00 12.50 197.00
17.54
(i) For fixed portion Kg. 9.08 235.36 9.99 236.27
Providing and fixing hydraulic door
closer I.S.I mark with necessary
screws etc. complete.
Providing and fixing 0.50mm thick
aluminium sheet including cost of
necessary fitting i.e. brass nails &
screws etc, complete.
Providing and fixing anodised
aluminium work for doors, windows,
ventilators and partitions with
extruded built up standard tubular
sections/ appropriate z sections and
other sections conforming to IS: 733
and IS : 1285 of Jindal, Hindalco,
Mahavir or equivalent make
approved by Engineer-in-charge
fixed with rawl plugs and screws or
with fixing clips, or with expansion
hold fasteners including necessary
filling up of gaps at junctions, at top,
bottom and sides with required
PVC/neoprene felt etc. Aluminium
sections shall be smooth, rust free,
straight, mitred and jointed
mechanically wherever required
including cleat angle, Aluminium
snap beading for glazing / panelling,
C.P.brass/ stainless steel screws, all
complete as per architectural
drawings and the directions of
Engineer-In-Charge. (Glazing and
panelling to be paid for separately).
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(ii) For shutters of doors,
windows & ventilators
including providing and fixing
hinges/pivots and labour for
fixing of fittings wherever
required including the cost of
PVC/neoprene gasket
required in groove of meeting
style. Kg. 11.36 251.64 12.49 252.78
17.55
(i) Pre-laminated particle board
with decorative lamination on
one side and balancing
lamination on other side. Sqm. 52.38 815.33 57.61 820.57
(ii) Pre-laminated particle board
with decorative lamination on
both sides. Sqm. 52.38 849.98 57.61 855.22
17.56
(i) With float glass panes of 5.5
mm thickness. Sqm. 101.22 705.17 111.35 715.30
(ii) With float glass panes of 4
mm thickness. Sqm. 101.22 578.12 111.35 588.25
Providing and fixing 12mm thick
prelaminated particle board flat
pressed three layer or graded wood
particle board conforming to IS:
12823 Grade-l Type-ll, in panelling
fixed in aluminum doors, windows
shutters and partition frames with
C.P. brass / stainless steel screws
etc. complete as per architectural
drawings and directions of Engineer-
In-Charge.
Providing and fixing glazing in
aluminium door, window, ventilator
shutters and partitions etc. with PVC/
neoprene gasket etc. complete as
per the architectural drawings and
the directions of engineer-in-charge.
(Cost of aluminium snap beading
shall be paid in basic item).
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17.57
Each 63.89 1653.32 70.28 1659.71
Note :- Rates of item No. 17.54, 17.55, 17.56 & 17.57 are based on September 2008.
Providing and fixing double action
hydraulic floor spring of approved
brand and manufacture IS : 6315
marked, for doors including cost of
cutting floors as required, embedding
in floors and cover plates with brass
pivot and single piece M.S. sheet
outer box with slide plate and with
stainless steel cover plate etc.
complete as per the direction of
Engineer-in-charge.
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(iii)
(iv)
(v)
(vi)
(vii)
(viii)
Labour
Rate
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Rate
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Rate
Through
Rate
1 3 4 5 6 7
18.1
(a) R.S. Joists Qtl. 51.50 595.00 56.50 600.00
(b) Flats Qtl. 54.00 610.00 59.00 616.00
(c) Tees, angles and channels. Qtl. 63.00 614.00 69.00 620.00
18.2
Qtl. 70.00 621.00 77.00 628.00
18.3
(a) For roof trusses, well curbs, plates and
trussed girders, etc. of any span for
buildings and bridges upto 15 metres
span. Qtl. 244.00 806.00 269.00 830.00
2
Steel work, fixed independently without
connecting plates, including cutting, hoisting
and fixing in position :-
Steel work in hip and jack rafters, common
rafters purlins etc. with angle iron cleats and
other connecting plates.
Structural steel work in angles, tees and
flats, rivetted or welded including cutting fixing
all gusset plates, bolts, nuts, rivets, welding
rod, etc. with hoisting and erecting in
position :-
The cost of all rivets, bolts and nuts is included in the through rates.
The labour rates given in this chapter include the cost of tools and plants, welding rods and
scaffolding (labour and material) where ever required. The labour rates also cover the electrical and
gas charges, where welding work is done.
The rates given in item No. 18.17 are also applicable for the item of "tie rod" provided in the well
steining. These rates also includes the cost of flat steel bond ring, threading and welding, whenever
done, complete in all respects. Only bottle nuts are payable as per item No. 18.16.
Deleted
Plains Sub-Mountainous
Region
Sr. No. UnitDescription
CHAPTER NO. 18
STEEL AND IRON WORK
Notes :-
The rates in this chapter are for both rivetted as well as welded work.
The labour and through rates for items Nos. 18.1,18.2,18.3,18.6 and 18.7 are for a height up to 4
metres above plinth. For additional slab of height of 4 metres, or part thereof, the rates for item Nos.
18.1, 18.2 are to be increased by Rs. 2.00 per quintal, and the rates for item Nos. 18.3,18.6,18.7 are
to be increased by Rs. 4.00 per quintal.
Rates for steel boundary gates shall be the same as for the steel roof trusses.
Unless otherwise stated, the labour rates include handling of materials with in 100 metres.
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(b) For roof trusses, well curbs, plates and
trussed girders, etc. of any span for
buildings and bridges more than 15
metres upto 30 metres span. Qtl. 301.00 863.00 331.00 893.00
18.4
Qtl. 301.00 863.00 331.00 893.00
18.5
Qtl. 330.00 891.00 363.00 924.00
18.6
Qtl. 79.00 629.00 87.00 637.00
18.7
Qtl. 133.00 683.00 146.00 696.00
18.8
Sqm. 75.00 303.00 83.00 311.00
Structural steel work in compound built up
girders or stanchions built up from two or
more R.S. joists or chanel section or plates
and angles etc. rivetted or welded, including
cutting and fixing all lattices bars, stiffeners,
gusset, plates, bolts nuts, rivets, welding rods,
etc. complete with flange plates, heads sole
plates, angle connections, etc. with hoisting
and erecting in position.
Wrought iron and mild steel ladders,
framed grills, grating etc. with ends of bars,
rivetted or welded or forged, framed window
guards, barred iron doors, stair case, iron
railing including cost of bolts and nuts or
screws or welding rod, complete fixed in
position.
Providing & fixing G.I. sheet 0.80 mm thick
garage doors, with 40mm x 40mm x 6mm
angle frame with diagonal braces, 3.15 mm.
thick gusset plates at the junctions, hooks at
the top and 25mm dia pulleys and T-iron
50mm x 50mm x 6mm guides at bottom
including locking arrangement with handles,
and pintles, etc. complete.
Iron grated doors, including pintle hinges and
arrangements.
Structural steel work in built-up girders, or
stanchions, built up of one joist or channel
sections rivetted or welded, including cutting
and fixing all gusset plates, bolts, nuts, rivets,
welding rods, etc. complete with flange plates,
heads, sole plates angle connections, etc. with
hoisting and erecting in position.
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Region
Sr. No. UnitDescription
18.9
Sqm. 95.00 390.00 104.00 399.00
18.10 (a) Supplying and fixing rolling shutters of
approved make, made of 80mm x
1.25mm M.S. Laths, interlocked
together through their entire length, and
jointed together, at the end by end
locks, mounted on specially designed
pipe shaft, with brackets, side guides
27.5 cm. long wire spring grade No. 2
and arrangement for inside and outside
locking, with push and pull operation
complete, including top cover 0.80mm
thick (payment is to be made for the
exact size of opening; where rolling
shutter is to be fixed). Sqm. 7.30 240.00 8.00 241.00
(b) Providing & fixing ball bearing, for push
and pull type rolling shutters, from 9.20
to 12 sqm. area. Sqm. - 134.00 - 134.00
18.11
Sqm. - 56.00 - 56.00
Note :-
18.12
Sqm. 8.50 228.50 9.40 229.40
18.13
Each 7.00 22.00 7.70 23.00
Extra for providing mechanical device, chain
and crank operation, for operating rolling
shutters, exceeding 11.20 Sqm. In area, of the
rolling shutter.
Payment to be made, for area of clear opening.
Providing & fixing G.I. sheet 0.80 mm thick
sliding shutters, with 40mm x 40mm x 6mm
angle iron frame with diagonal braces, 3.15
mm. gusset plates at the junctions, hooks at
the top and 23mm dia pulleys at the bottom
and 40mm x 40mm x 6mm angle iron top and
bottom guides including locking arrangements
with handles etc. complete.
Providing and fixing in position collapsible steel
shutters, with vertical channels 20mm x 10mm
x 2mm and braced with flat iron diagonals
20mm x 5mm size with top and bottom rails of
T-Iron 40mm x 40mm x 6mm with 38mm dia
steel pulleys, complete with bolts, nuts, locking
arrangements, stoppers, handles etc.
complete.
Supplying and fixing fan clamps with 50mm x
6mm flat iron, 50cm long and U-hooks of
16mm diameter M.S. bars, of approved size
with nuts including threading etc. complete.
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Sr. No. UnitDescription
18.14
Each 2.50 9.25 2.70 9.50
18.15
Kg 1.40 6.70 1.55 6.80
18.16
Kg - 14.00 - 14.00
18.17
(i) 20mm dia bars and below Qtl. 54.00 598.00 59.00 603.00
(ii) above 20mm dia bars Qtl. 48.00 592.00 53.00 596.00
18.18
Qtl. 49.00 684.00 54.00 689.00
18.19
18.19
(i)
(a) Upto One Sqm Area Per Kg. 2.50 10.90 2.70 11.10
(b) Above One Sqm Area Per Kg. 2.20 10.40 2.40 10.60
18.20
18.20
(i)
Per Kg. 2.50 10.40 2.80 10.70
Supplying & fixing fixed steel windows of
standard rolled steel sections joints mitred
and electrically flash welded including iron lugs
and glazing clips, labour for fixing during
masonary complete (excluding glazing) and
fixing with two coats of readymixed paint, red
lead non-setting primer.
Deleted
Deleted
Supplying and fixing openable steel
windows of standards rolled steel sections ,
joints mitred and electrically flash welded with
iron fittings, necessary iron handles, peg stay,
catchers bolts, iron lugs and pressed steel
projected hinges and glazing clips and labour
for fixing during masonary complete
(excluding glazing) and finished with two coats
of readymixed paint, red lead non-setting
primer
Providing and fixing M.S round, or square bars
at required spacing in wooden frames of
window and clerestory windows.
Bolts and nuts of all sizes and length required.
Mild steel reinforcement for R.CC work
where not included in the complete rate of
R.CC including bending, binding and
placing in position complete :-
Cold twisted deformed (ribbed/ tor steel) Bars,
for R.C.C. works, where not included in the
complete rate of R.C.C. including bending,
binding, and placing in position complete.
Providing and fixing 16mm dia metre fan hooks
80 cm long, of required shape and size.
Page 138 CSR-1987 [Re-print]
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Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Plains Sub-Mountainous
Region
Sr. No. UnitDescription
18.21
Sqm. 10.00 - 11.00 -
18.22
Sqm. 13.50 - 14.50 -
18.23
18.23
(i)
(a) Doors and windows frame of size
118mm x 60mm with 40 mm wide single
rebate. Mtr. 13.00 48.00 14.50 49.50
(b) Doors and windows frame of size
113mm x 60mm with 35 mm wide single
rebate. Mtr. 13.00 47.50 14.50 49.00
(c) Doors and windows frame of size
161mm x 60mm with 40 mm wide
double rebate. Mtr. 13.50 56.50 15.00 58.00
(d) Doors and windows frame of size
151mm x 60mm with 35 mm wide
double rebate. Mtr. 13.50 56.00 15.00 57.50
Fixing steel windows in walls with lugs,
embedded in 15 cm x 12 cm x 7.5 cm
cement concrete blocks of 1:2:4 mix, excluding
fixing of glass panes and cost of cement
concrete.
Fixing steel windows in walls with lugs,
embedded in 15 cm x 12 cm x 7.5 cm of
cement concrete blocks of 1:2:4 mix, including
cost of cement concrete for lugs.
Deleted
Supply & Fixing of pressed steel frames
(Chowkats) consisting of 18 gauge
(1.25mm) thick steel sheet of the specified
section (standred design latest) including iron
lugs (hold fasts) iron hinges, confirming to
P.W.D. specifications including bolts for fixing
stops, lock-notch provision for receiving tower
bolts, Hydraulic spring and finished with one
priming coat of approved quality, fixed in
position, including the cost of cement
concrete 1:3:6 for filling in the frame and
cement concrete 1:2:4 for lugs complete.
Page 139 CSR-1987 [Re-print]
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Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Plains Sub-Mountainous
Region
Sr. No. UnitDescription
18.23
(ii)
(a) Doors and windows frame of size
118mm x 60mm with 40 mm wide single
rebate. Mtr. 10.50 41.00 11.50 42.00
(b) Doors and windows frame of size
113mm x 60mm with 35 mm wide single
rebate. Mtr. 10.50 40.50 11.50 41.50
(c) Doors and windows frame of size
161mm x 60mm with 40 mm wide
double rebate. Mtr. 10.50 49.00 11.50 50.00
(d) Doors and windows frame of size
151mm x 60mm with 35 mm wide
double rebate. Mtr. 10.50 48.50 11.50 49.50
Note :- (i) The centre mullion in any door and
window frame will be counted and paid
1½ time of outer section, for its clear
length.
(ii) These rates have been prepared/
calculated adopting the unit as running
metre before recording the
measurements, it shall be ensured by
the sub divisional Engineer/Engineer-in-
charge that both gauge and weight of
steel chowkats shall be checked and the
actual weight shall not vary more than
5% from the theoratical calculated
weight.
Sr.
No.
Sectional size of steel chowkats.
1 118mm x 60mm with 40mm wide single
rebate
2 113mm x 60mm with 35mm wide single
rebate.
Supply of preseed steel sheet frames
(Chowkats) consisting of 18 guage (1.25mm)
thick steel sheet of specified section (standard
design latest) including iron lugs (hold fasts)
iron hinges, confirming to P.W.D. specifications
including bolts for fixing stops, lock-netch
provisions for receiving tower bolts, Hydraulic
spring and finished with one priming coat of
approved quality, fixed in position, (excluding
the cost of cement concrete 1:3:6 for filling in
the frame and cement concrete 1:2:4 for lugs)
complete.
Weight per metre
3.43 kg.
3.38 kg.
Page 140 CSR-1987 [Re-print]
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Rate
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Labour
Rate
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Rate
1 3 4 5 6 72
Plains Sub-Mountainous
Region
Sr. No. UnitDescription
3 161mm x 60mm with 40mm wide
double rebate.
4 151mm x 60mm with 35mm wide
double retate.
Before making the payment the gauge,
the size and the section of steel chowkat
(whether for single rebate or for double
rebate including the sectional size ) and
the weight of steel chowkats shall be
recorded in the measurement book by
the Sub Divisional Engineer/Engineer-in-
Charge to ensure conformity with the
above stipulations regarding weight.
18.24
(a) Glass panes 3mm thick upto 0.40 sqm.
area Sqm. 5.60 98.00 6.20 98.00
(b) Glass panes 4mm thick, exceeding
0.40 sqm. area. Sqm. 5.60 121.00 6.20 121.00
18.25
Sqm. 28.00 80.00 31.00 83.00
18.26
Cm - 0.40 - 0.40
18.27
(a) For single rebate.Sqm. 14.30 78.00 15.70 79.00
(b) For double rebate.Sqm. 84.00 220.00 92.00 229.00
Welding by gas or by electric plant, including
carriage to and from workshop.
Providing & fixing M.S. angle iron 40mm x
40mm x 6mm chowkat including iron hold
fasts, butt hinges fixed in position, finished with
red lead non setting primer complete in all
respect.
4.05 kg.
3.95 kg.
Supplying and fixing glass panes including
special metal sash putty of approved make.
Wire gauge fixed on steel windows of standard
rolled steel section, with 3mm thick flat iron
cover moulding of 12.5mm width, fixed with
machine screws, complete in all respects.
Page 141 CSR-1987 [Re-print]
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Rate
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Plains Sub-Mountainous
Region
Sr. No. UnitDescription
18.28
Metre 16.60 92.00 18.30 94.00
18.29
Sqm 10.45 76.20 11.50 77.25
18.30
Each 2.00 5.35 2.20 5.55
18.31
Each 35.00 734.50 38.50 738.00
18.32
Per
Block 6.30 23.60 6.90 24.20
18.33
Qtl. 1.00 1.00 1.10 1.10
Extra for work done in each subsequent storey
above the first storey for item No.18.17 and
18.18.
Providing and fixing stair case railing made out
of M.S. square bars 20mm x 20mm as vertical
part 0.70 metre high fixed with M.S. base plate
of 40mm x 40mm x 6mm and flat iron 40mm x
6mm as hand rail complete in all respect.
Providing & Fixing of 10 guage welded mesh of
75mm x 25mm size fixed on steel glazing with
M.S. flat 20mm x 6mm beeding complete in all
respect including painting two coats with
Synthetic Enamel Paint and Priming coat.
Providing & Fixing of 12mm M.S. Rod in
cement concrete block of size 675mm x
150mm x 150mm including cost of block for
cycle stand as per design required complete in
all respect.
Providing & Fixing M.S. Flat 50mm x 6mm x
150mm long with 10mm M.S. bar ends 175mm
long hooks in R.C.C. slab for fixing false
ceiling.
Providing & Fixing door floor spring double
action of I.S.I specification for aluminum doors/
steel doors
Page 142 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(a)
(b)
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
19.1
Sqm. 0.60 0.60 0.60 0.60
19.2
Sqm. 0.95 0.95 0.95 0.95
19.3
(a) Up to 40 per cent Sqm. 0.90 0.90 0.90 0.90
(b) Above 40 per cent Sqm. 1.15 1.15 1.15 1.15
19.4
(a) Up to 40 per cent Sqm. 1.15 1.15 1.15 1.15
(b) Above 40 per cent Sqm. 1.50 1.50 1.50 1.50
19.5
Sqm. 1.70 1.70 1.70 1.70
19.6
Sqm. 1.95 1.95 1.95 1.95
Plains Sub-Mountainous
Region
The rates for item Nos. 19.1 to 19.6 include the cost of fine dressing to exact level, watering and
preparing sub-grade. All basket earth work to be paid extra at the rates for lip cutting.
For concrete lining with machine-mixed concrete, rates shall be amended as follows :-
Description
CHAPTER NO. 19
LINING
Notes :-
Labour rates for lining items include handling of materials with in 100 metres.
2
If the machanical mixer is employed departmentally at Government expense, the labour as
well as through rates shall be decreased by Rs. 4.00 per cum.
The cost of water is not included in the following rates except items 19.24 and 19.25 and the water
shall be supplied by the department free of cost.
In case the mechanical mixer is employed at the contractor's expense, the labour as well as
through rates shall be increased by Rs. 6.00 per cum.
Sr. No. Unit
Dressing bed and preparation of sub grade
for lining in earth work with admixture of
shingle or kankar :-
Dressing side slops and preparation of sub
grade for lining in earth work with admixture
of shingle or kankar :-
Dressing bed and preparation of sub-grade
for lining in mixed gravel and conglomerate
reaches.
Dressing side slopes and preparation of sub
grade for lining in mixed gravel and
conglomerate reaches.
Dressing bed and preparation of sub grade
for lining.
Dressing side slopes and preparation of sub
grade for lining.
Page 143 CSR1987 [Re-print]
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Rate
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Rate
1 3 4 5 6 7
Plains Sub-Mountainous
Region
Description
2
Sr. No. Unit
19.7
-
(i) 10mm thick cement mortar 1:5 on sub-
grade. Sqm. - - - -
(ii) First layer of 5.08 cm. thick tiles 30.48
x 15.24 cm laid in 1:5 cement mortar
as mentioned above. Sqm. - - - -
(iii) Sand-wiched plaster 1:3 cement sand
mortar 16mm thick. - - - -
(iv) Second layer of tile 5.08 cm thick laid
in 1:3 cement mortar with 6mm thick
layer of mortar over sand-wiched
plaster :- - - - -
(I) In bed Sqm. 8.30 58.00 8.30 58.00
(II) On side slopes:-
(a) Upto 3.5 metres height above bed
level. Sqm. 10.00 60.00 10.00 60.00
(b) Above 3.5 metres but upto 5.5 metres
height Sqm. 11.00 61.00 11.00 61.00
(c) Above 5.5 metres but upto 7.5 metres
height Sqm. 11.50 61.00 11.50 61.00
Note :-
19.8
(i) 10mm thick cement mortar 1:5 on sub-
grade Sqm. 6.70 36.50 6.70 36.50
(ii) Single layer of 5.08 cm thick tiles
30.48 x 15.24x5.08cm. laid in 1:5
cement mortar mentioned above. Sqm. 6.70 36.50 6.70 36.50
(iii) 20mm thick cement plaster 1:3
properly rendered and finished. Sqm. 6.70 36.50 6.70 36.50
19.9
(a) hand mixed concrete lining in bed. Cum. 46.50 358.00 51.00 362.00
Double layers tile lining for irrigation
channals consisting of :-
The height is to be measured vertically.
Single layer tile lining in bed only
consisting of :-
Cement concrete lining 15cm. thick or
less for irrigation channels, using cement
concrete 1:3:6 :-
Page 144 CSR1987 [Re-print]
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Plains Sub-Mountainous
Region
Description
2
Sr. No. Unit
(b) hand mixed concrete lining on side
slopes for vertical height up to 3.5m. Cum. 50.00 362.00 55.00 366.00
(c) hand mixed concrete lining on side
slopes for vertical height above 3.5m
but upto 5.5m. Cum. 57.00 368.00 62.00 373.00
(d) hand mixed concrete lining on side
slopes for vertical height above 5.5m
but upto 7.5m. Cum. 63.00 375.00 68.00 379.00
19.10
Cum. 54.50 54.50 54.50 54.50
19.11
Metre 1.80 1.80 1.80 1.80
19.12
Sqm. 0.23 4.20 0.23 4.20
19.13
(a) In bed Sqm. 0.35 0.60 0.35 0.60
(b) On side slopes. Sqm. 1.25 1.90 1.25 1.90
19.14 sq m of
curved
surface 0.08 0.55 0.08 0.55
19.15
(a) In bed Cum. 6.90 16.00 6.90 16.00
(b) On side slopes. Cum. 8.30 17.50 8.30 17.50
19.16
sq m 0.06 1.00 0.07 1.05
Note :-
19.17 Per mtr.
per cm.
depth. 0.09 0.36 0.09 0.36
19.18
Each 3.80 44.50 4.20 45.00
Making dry brick drains behind lining 7.5cm
brick alround.
Putting 1:3 cement sand slurry 6mm thick
on prepared bed and side slopes before
laying concrete on bed and side slopes.
Curing lining for 28 days :-
Filling expansion joints with special
impervious hot pour 12.5mm wide.
Bending and fixing iron rungs on lined
slopes.
Excavating conglomerate for drains and bed
sleepers under the lining.
Extra allowance for providing templates in
curved portion of lining.
Extra allowance for form work in concrete
lining :-
Extra allowance for scaffolding in tile and
concrete lining for side slopes only.
The rates for item No. 19.16 are payable on
area of side slopes only.
Page 145 CSR1987 [Re-print]
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Rate
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Rate
1 3 4 5 6 7
Plains Sub-Mountainous
Region
Description
2
Sr. No. Unit
19.19
Metre 0.70 6.70 0.70 6.70
Note :-
19.20
Metre 0.39 - 0.39 -
19.21 Cum.
Same rates
as for
carriage of
materials
over short
lead plus
Rs. 1.20
per cum. for
collecting
the
scattered
material. -
Same rates
as for
carriage of
materials
over short
lead plus
Rs. 1.20 per
cum. for
collecting
the
scattered
material. -
Note :-
19.22
(a) In bed Sqm. 2.65 4.05 2.65 4.05
(b) On side slopes. Sqm. 3.05 4.45 3.05 4.45
Note :-
19.23
(a) 0 to 1.5 metre depth Cum. 7.50 7.50 7.50 7.50
(b) depth exceeding 1.5 metres but upto
3.0 metres. Cum. 8.00 8.00 8.00 8.00
Making temporary perforated french drain
on top of coping of lining for curing,
consisting of two tiles laid on edge in 1:7
cement mortar on each side of the drain.
The rates for item Nos. 19.19 and 19.20 are
included in the rate of item No. 19.13 for
curing and are not payable in addition. These
rates are payable only when curing is done
departmentally and the work of french drain is
got done through contractor.
Cement pointing 1:2 on tile lining.
Earth work for lip cutting for lining of
irrigation channels inclusive of all allowances,
lead and dressing :-
The work of item No. 19.22 is to be done and
paid for only when specially permitted by the
Superintending Engineer.
Dismantling perforated french drain on top of
lining.
Collecting kattals and brick bats from bed
including stacking of collected material out
side the canal.
In item No. 19.21, lift shall be converted into
horizontal lead as laid down in note (i) of
chapter No. 6.
Page 146 CSR1987 [Re-print]
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Plains Sub-Mountainous
Region
Description
2
Sr. No. Unit
(c) depth exceeding 3.0 metres but upto
4.5 metres. Cum. 8.70 8.70 8.70 8.70
(d) depth exceeding 4.5 metres but upto
6.0 metres. Cum. 9.70 9.70 9.70 9.70
(e) depth exceeding 6.0 metres but upto
7.5 metres. Cum. 10.50 10.50 10.50 10.50
Note :- (i) The height in item No. 19.23 is to be
measured vertically.
(ii) The rates for lip cutting are payable for
the entire depth including the bottom
curve.
19.24
(a) In bed Sqm. 13.50 63.00 13.50 63.00
(b) On side slopes. Sqm. 16.50 68.00 16.50 68.00
19.25
(a) In bed Sqm. 8.60 41.50 9.40 42.50
(b) On side slopes. Sqm. 11.00 45.00 12.00 46.00
19.26
(a) First layer 12.5mm thick cement
plaster 1:5 on sub grade and finished. - - - -
(b) Second layer of 10mm thick cement
plaster 1:3 properly rendered and
finished. - - - -
(c) 75mm thick bricks laid in 1:3 cement
sand mortar over second layer. Sqm. 14.00 14.00 15.00 15.00
Double layer tile lining for water storage
tanks as per specifications of item no. 19.7
but including cost of dressing of sub grade,
providing scaffolding and curing etc.
complete in all respect.
Lining of water storage tanks with 5 cm.
thick cement concrete 1:3:6 laid over 7.5 cm
thick layer of cement concrete 1:6:12
including dressing of sub grade, curing of
work and scaffolding etc., complete in all
respects :-
Single layer brick lining for irrigation
channels (Distributaries and minors) or
section for all depths consisting of :-
Page 147 CSR1987 [Re-print]
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Rate
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Rate
1 3 4 5 6 7
Plains Sub-Mountainous
Region
Description
2
Sr. No. Unit
19.27 (a) Brick lining 7.5cm thick in 1:3
cement sand mortar over low density
polyethylene over dressed sub-grade
with 12.5 mm thick sand cushion in
curved bed portion only including
laying, trenching and jointing L.D.P.E Sqm. 10.50 10.50 11.50 11.50
(b) Brick lining 7.5cm thick in 1:3 cement
sand mortar over 12.5 mm thick base
plaster 1:6 over dressed sub-grade
including laying, trenching and jointing
of low density polyethylene.
Sqm. 14.50 14.50 16.00 16.00
19.28
Sqm. 4.75 5.50 4.75 5.50
Note:- If the work pertains to flat brick lining instead
of Tile lining the labour rates as well as the
through rates will be increased by 33%.
Raking, cleaning and filling of Hollow joints in
cement sand mortar 1:3 on side slopes of tile
lined channels.
Page 148 CSR1987 [Re-print]
(i)
(ii)
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
20.1
(a)
(i) Channel discharge upto 1.5 cum. Per
second. Job 27.00 - 27.00 -
(ii) Channel discharge exceeding 1.5 cum./s.
but upto 3 cum./s. Job 43.00 - 43.00 -
(iii) Channel discharge exceeding 3 cum./s.
but upto 6 cum./s. Job 67.00 - 67.00 -
(iv) Channel discharge exceeding 6 cum./s.
but upto10 cum./s. Job 107.00 - 107.00 -
Note :-
(b)
(i) With 'H' upto 0.5m Job 27.00 - 27.00 -
(ii) With 'H' more than 0.5m but upto 0.9m Job 67.00 - 67.00 -
(iii) With 'H' more than 0.9m but upto 1.10m
Job 107.00 - 107.00 -
(c)
(i) With 'H' upto 0.5m Job 7.80 - 7.80 -
(ii) With 'H' more than 0.5m but upto 0.9m Job 24.50 - 24.50 -
Earth work involved in dismantling open flume
A.P.M. or O.S.M. type out lets (including
excavation, refilling, consolidation and dressing)
Earth work involved in dismantling gullet
walls of outlets for adjusting 'Y' of A.P.M. or 'B'
of open flume out lets :--
CHAPTER NO. 20
OUT LETS
Notes :-
The term "discharge" wherever used in this Chapter means designed full supply discharge of the
parent channel opposite the oulet.
The labour rates include the rehandling of materials within 100 metres.
DescriptionSr. No. Unit Plains
2
Sub-Mountainous
Region
Earth work for outlets :-
Channels with discharge over 10 cum/s are
classified as branches and therefore their
payments should be made based on actual
measurements.
Earth work for dismantling or construction of new
pipe or barrel type out lets (including excavation
refilling, consolidation and dressing) :-
Page 149 CSR-1987 [Re-print]
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Rate
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DescriptionSr. No. Unit Plains
2
Sub-Mountainous
Region
(iii) With 'H' more than 0.9m but upto 1.10m
Job 39.00 - 39.00 -
(d)
(i) With 'H' upto 0.5m Job 78.00 - 78.00 -
(ii) With 'H' more than 0.5m but upto 0.9m Job 151.00 - 151.00 -
(iii) With 'H' more than 0.9m but upto 1.10m
Job 224.00 - 224.00 -
Note :- (i) Out lets with 'H' more than 1.10m will
usually be located in main canal and
branches, payment for these should be
based on actual measurements.
(ii) In case of dismantling, all earth work
borrowed from outside for making up the
deficiency in banks, if any, will be paid for
separately in addition to above rates.
(iii) The job rates given above include all
operations for excavation, refilling and
watering in layers, consolidation and
dressing.
20.2
(a) Pipe or barrel type outlets.
(i) Channel discharge upto 1.5 Cum./s Each 24.50 - 24.50 -
(ii) Channel discharge above 1.5 Cum./s but
upto 3 Cum./s Each 32.50 - 32.50 -
(iii) Channel discharge above 3 Cum./s but
upto 6 Cum./s Each 36.50 - 36.50 -
(iv) Channel discharge above 6 Cum./s but
upto 10 Cum./s Each 39.00 - 39.00 -
(b) Dismantling O.F., A.P.M. or O.S.M. type
outlets consisting of total dismentling i.e.,
concrete R.C. slab and cement masonry.
(i) With 'H' upto 0.5m Job 136.00 - 136.00 -
(ii) With 'H' more than 0.5m but upto 0.9m Job 262.00 - 262.00 -
Dismantling outlests including removal of
dismentled material involving lead upto 100
metres.
Earth work involved in constructing new O.F.,
A.P.M. or O.S.M. type out lets :--
Page 150 CSR-1987 [Re-print]
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Rate
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
DescriptionSr. No. Unit Plains
2
Sub-Mountainous
Region
(iii) With 'H' more than 0.9m but upto 1.10m
Job 389.00 - 389.00 -
© Dismantling O.F., A.P.M. or O.S.M. type
outlets involving dismentling cement
masonry and removing of precast R.C.
Slab :--
(i) With 'H' upto 0.5m Job 97.00 - 97.00 -
(ii) With 'H' more than 0.5m but upto 0.9m Job 209.00 - 209.00 -
(iii) With 'H' more than 0.9m but upto 1.10m
Job 321.00 - 321.00 -
(d) Dismantling tail cluster bifurcation :--
(i) Complete dismantling including concrete
and masonry. Job 233.00 - 233.00 -
(ii) Cement masonry only. Job 170.00 - 170.00 -
(e) Dismantling tail cluster trifurcation :--
(i) Complete dismantling concrete as well as
masonry. Job 326.00 - 326.00 -
(ii) Cement masonry only. Job 233.00 - 233.00 -
(f) Dismantling tail cluster quadrifurcation :-
(i) Complete dismantling concrete as well as
masonry. Job 423.00 - 423.00 -
(ii) Cement masonry only. Job 306.00 - 306.00 -
20.3
(a) In case of new out lets where no
dismantling and reconstructing of gullet
walls is involved. Job 20.50 41.00 20.50 41.00
(b) Extra for dismantling and reconstructing
gullet walls where temporary A.P.M. block
is to be fixed on existing outlet, without
change in width of gullet i.e. 'B'
(i) With 'H' upto 0.5m Job 27.00 82.00 27.00 82.00
(ii) With 'H' more than 0.5m but upto 0.9m Job 42.00 136.00 42.00 136.00
Making temporary A.P.M. block and fixing at
site :--
Page 151 CSR-1987 [Re-print]
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Rate
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Rate
Through
Rate
1 3 4 5 6 7
DescriptionSr. No. Unit Plains
2
Sub-Mountainous
Region
(iii) With 'H' more than 0.9m but upto 1.10m
Job 58.00 179.00 58.00 179.00
(c) Extra over item No. 20.3 (a) in case of old
outlets where dismantling and
reconstructing of gullet walls is involved
including change in width of gullet i.e., 'B'
of the outlet upto 30 m.m
(i) H' upto 0.5m Job 38.00 126.00 38.00 126.00
(ii) H' more than 0.5m but upto 0.9m Job 68.00 241.00 68.00 241.00
(iii) H' more than 0.9m but upto 1.10m Job 100.00 352.00 100.00 352.00
20.4
(a) In case of new outlets where no
dismantling and reconstructing of gullet
walls is involved. Job 8.00 - 8.00 -
(b) Extra over item No. 20.4 (a) in case of
outlets where dismantling and
reconstructing of gullet walls is involved
without change in width of gullet i.e., 'B'
of the outlet Job
(c) Extra over item No. 20.4 (a) in case of
old outlets where dismantling and
reconstructing of gullet walls is involved
including change in width of gullet i.e., 'B'
of the outlet upto 30 m.m Job
20.5
(a) In case of new outlets where no
dismantling and reconstructing of gullet
walls is involved. Job 8.00 - 8.00
(b) Extra over item No. 20.5 (a) in case of
old outlets where dismantling and
reconstructing of gullet walls is involved
without change in width of gullet walls
i.e., 'B' of the outlet Job
(c) Extra over item No. 20.5 (a) in case of
existing outlets where dismantling and
reconstructing side walls is involved
including change of 'B' upto 30 m.m
Same rate as per
item no. 20.3 (b)
Same rate as per
item no. 20.3 (b)
Adjusting check plates of open flume outlet
to correct 'B' and fixing at site flush with the
gullet walls :--
Adjusting A.P.M to the correct 'Y' and fixing
in position.
Same rate as per
item no. 20.3 (c)
Same rate as per
item no. 20.3 (c)
Same rate as per
item no. 20.3 (b)
Same rate as per
item no. 20.3 (b)
Page 152 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
DescriptionSr. No. Unit Plains
2
Sub-Mountainous
Region
(i) H' upto 0.5m Job 43.00 137.00 43.00 137.00
(ii) H' more than 0.5m but upto 0.9m Job 85.00 296.00 85.00 296.00
(iii) H' more than 0.9m but upto 1.10m Job 120.00 432.00 120.00 432.00
Note :- (i) In case change in 'B' is more than 30mm
curved approach shall have to be
dismantled considerably and therefore
payment may be made on the basis of the
actual measurements.
(ii) Rates for adjusting 'B' of an open flume
outlet without check plates will be the
same as per item Nos. 20.5 (c-i) to 20.5 (c-
iii) as the case may be.
20.6
(a) H' upto 0.5m Job 22.50 29.50 22.50 29.50
(b) H' more than 0.5m but upto 0.9m Job 34.00 44.00 34.00 44.00
(c) H' more than 0.9m but upto 1.10m Job 45.50 58.00 45.50 58.00
20.7
(a) H' upto 0.5m Job 17.00 23.50 17.00 23.50
(b) H' more than 0.5m but upto 0.9m Job 22.50 32.50 22.50 32.50
(c) H' more than 0.9m but upto 1.10m Job 34.00 47.00 34.00 47.00
20.8
(a) For adjusting 'B' 'Y' or crest level of the
O.F. and A.P.M. types for plains and for
dismantling or constructing pipe or barrel
type outlets for sub mountainous region :--
(i) For channels with designed F.S. depth up
to 0.5m Job 55.00 115.00 60.00 120.00
(ii) For channels with designed F.S. depth
above 0.5m but upto 0.9m Job 97.00 212.00 106.00 222.00
Extra over item No. 20.3, 20.4 and 20.5 as the
case may be, for adjusting of crest levels of O.F.
and A.P.M. out lets with 1:2:4 cement concrete
when lowering of crest level is involved :--
Constructing, watching and removing bund in
running water for out lets :--
Extra over item No. 20.3, 20.4 and 20.5 as the
case may be for adjusting crest level of O.F. and
A.P.M. outlets with 1:2:4 cement concrete when
raising of the crest level is involved.
Page 153 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
DescriptionSr. No. Unit Plains
2
Sub-Mountainous
Region
(iii) For channels with designed F.S. depth
above 0.9m but upto 1.10m Job 159.00 348.00 175.00 364.00
(b) For constructing complete O.F. or A.P.M.
type outlets in running water :--
(i) For channels with designed F.S. depth up
to 0.5m Job 111.00 255.00 111.00 255.00
(ii) For channels with designed F.S. depth
above 0.5m but upto 0.9m Job 155.00 353.00 155.00 353.00
(iii) For channels with designed F.S. depth
above 0.9m but upto 1.10m Job 248.00 584.00 248.00 584.00
(c) For dismentling or constructing pipe
outlets :--
(i) For channels with designed F.S. depth up
to 0.5m Job 55.00 115.00 55.00 115.00
(ii) For channels with designed F.S. depth
above 0.5m but upto 0.9m Job 64.00 146.00 64.00 146.00
(iii) For channels with designed F.S. depth
above 0.9m but upto 1.10m Job 95.00 200.00 95.00 200.00
20.9 Per
outlet 23.00 64.00 23.00 64.00
20.10
(i) H' upto 0.5m Per
outlet 48.00 - 48.00 -
(ii) H' more than 0.5m but upto 0.9m Per
outlet 96.00 - 96.00 -
(iii) H' more than 0.9m but upto 1.10m Per
outlet 152.00 - 152.00 -
20.11 Per
outlet 22.50 27.50 25.00 30.00
20.12
Metre 2.60 - 2.85 -
20.13
Laying iron pipes for outlets upto 150 mm
diameter.
Laying re-inforced cement concrete pipes for
outlets and culverts including joining ends and
fixing collar with cement mortar 1:2 :--
Repairing damaged reducing collar of hume pipe
outlets.
Extra labour for dressing bricks on O.F. and
A.P.M. type outlets :-
Adjusting 'B' of tail cluster by dismantling and
rebuilding throat walls .
Page 154 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
DescriptionSr. No. Unit Plains
2
Sub-Mountainous
Region
(a) upto 150 mm inside diameter. Metre 2.65 3.80 2.90 4.05
(b) above 150 mm but upto 300 mm inside
dia. Metre 6.20 8.50 6.80 9.10
(c) above 300 mm but upto 600 mm inside
dia. Metre 15.50 22.00 17.00 23.50
(d) above 600 mm but upto 900 mm inside
dia. Metre 31.00 42.00 34.00 45.00
Note :-
20.14 Per
outlet or
culvert 16.00 - 17.50 -
The through rates for item No. 20.13 are
applicable when the joints are plugged with
coment mortar 1:2.
Hoisting and placing precast R.C. Slab or
stones in position on outlets or W.C culverts.
Page 155 CSR-1987 [Re-print]
Sr. No. Unit Labour
Rate
1 3 4
21.1 Tonne 5.90
21.2
Qtl. 14.50
21.3 Qtl. 20.50
21.4 Each 1.10
21.5
(a) 4.5 metres and under sqm of
effective
area
6.50
(b) exceeding 4.5 metres but upto 7.5 metres. sqm of
effective
area
8.90
(c) exceeding 7.5 metres but upto 9 metres. sqm of
effective
area
9.40
21.6
Each 5.20
21.7 Each 1180.00
21.8 Each 1180.00
21.9 Metre 384.00
21.10 Metre 3.90
21.11
(a) 90O Job 118.00
(b) 135O Job 142.00
CHAPTER NO. 21
PILE DRIVING
Notes :-
The rates given in this chapter are for estimating purposes only. The works of sheet piling should be
done departmentaly as far as possible. No firm rate can be provided for sheet piling in view of the
special nature of the job, the rates for which may vary considerably according to site conditions.
Description
Cutting, Ransome, or Larson steel piles by hack
saw.
Cutting universal pipes by hack saw.
2
Loading or unloading steel sheet piles from Trucks.
Drilling holes in steel sheet piles by ratchet.
Drilling sheet piles :--
Setting up steel sheet piles in place ready for drilling
and fixing dolly.
Erecting piling machine
Dismantling piling machine
Raising and lowering piling machine
Carriage of piling machine under difficult conditions
Turning Machine :--
Page 156 CSR-1987 [Re-print]
Sr. No. Unit Labour
Rate
1 3 4
Description
2
(c) 180O Job 177.00
21.12 Job 94.00
21.13
(a) upto 9m length Metre 19.50
(b) exceeding 9m but upto 12m Metre 24.00
(c) exceeding 12m but upto 15m. Metre 29.00
Driving precast R.C.C. piles including lifting,
handling, un-loading at canvenient places at site of
work, lifting and placing in correct position and
driving including cost of all machinery and plant, but
excluding cost of piles :--
Travelling machine light
Page 157 CSR-1987 [Re-print]
Remarks
5
To be done by hand,
crane or ramps
including cost of rope.
CHAPTER NO. 21
PILE DRIVING
Notes :-
The rates given in this chapter are for estimating purposes only. The works of sheet piling should be
done departmentaly as far as possible. No firm rate can be provided for sheet piling in view of the
special nature of the job, the rates for which may vary considerably according to site conditions.
Rates include laying and
removing of track and
carriage of piles to
machine with average
distance of 100 metre.
The rates are for the
tackle gangs only
supplied by contractors.
Mechanical labour will be
supplied by the
department T-piles and
adjustable junction piles
will be counted as two
piles.
Page 158 CSR-1987 [Re-print]
Remarks
5
Page 159 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(v)
Sr. No. Unit Rates in
plains
1 3 4
22.1
(a) From N.S. Level to 1.5 metres depth. 100 cum 622.00
(b) Exceeding 1.5 metres, but up to 4.5 metres depth. 100 cum 758.00
(c) Exceeding 4.5 metres, but up to 7.5 metres depth. 100 cum 953.00
(d) Exceeding 7.5 metres but upto 12 metres depth. 100 cum 1244.00
22.2
100 cum 228.00
22.3
Quintal 13.00
22.4
(a) From 4.5 metres to 7.5 metres below ground level. 100 cum 3586.00
(b) Exceeding 7.5 metres but up to 10.5 metres, below
ground level. 100 cum 4759.00
CHAPTER NO. 22
WELL SINKING
Notes :-
Unless otherwise specified, the rates cover the cost of all tools, plants, steam hoist, dredger,
pulsometer, gentry and Kentledge etc. as well as loading, unloading of Kentledge and bailing or
pumping of water, where required including removing the excavated soil to a distance of 60 metres.
Description
In case of running streams or rivers, the spring level will be taken as the low water level in the stream
or river.
The rates given below do not cover the cost of false masonry and is payable extra at the rates
provided for well-steining in Chapter No.(11)-"Brick Work", if applicable or as per actual work done
and nothing is payable extra on this account.
The rates of items No. 22.6 to 22.10 are applicable, when the spring level is upto 7.5 metres below
ground level. In case depth of spring level is more than 7.5 metres, but upto 15 metres below ground
level, increase the rates of item No. 22.6 to 22.10, by 50%. If depth of spring level is more than 15
metres, but upto 30 metres, below ground level, increase the rates of item No. 22.6 to 22.10 by 100
per cent.
Where due to presence of boulders, the well sinking is likely to be more difficult and costly, special
rates will be framed by the Superintending Engineer, keeping in view the results of trial bores.
Earth work for digging well in dry excavation from ground level
up to the level where well kerb is placed including depositing
spoil with in 60 metres radius, and filling space, outside the
well, after completion :--
2
Extra over item No. 22.1 where excavation is done by picks
(such as in soils having admixture of shingle, gravel, moorum,
kanker etc.)
Lowering steel well in the pit and assembling in position when
depth is more than 4.5 metres from ground level.
Dry sinking of wells in alluvial soils, having admixture of clay
less than 20 percent :--
Page 158 CSR-1987 [Re-print]
Sr. No. Unit Rates in
plains
1 3 4
Description
2
(c) Exceeding 10.5 metres but up to 13.5 metres, below
ground level. 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) Exceeding 7.5 metres but up to 10.5 metres, below
ground level. 100 cum 5433.00
(c) Exceeding 10.5 metres but up to 13.5 metres, below
ground level. 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) Exceeding 1.5 metres, but up to 3 metres below spring
level. 100 cum 9334.00
(c) Exceeding 3.0 metres, but up to 6 metres below spring
level. 100 cum 10854.00
(d) Exceeding 6 metres, but up to 9 metres below spring
level. 100 cum 16916.00
(e) Exceeding 9 metres, but up to 12 metres below spring
level. 100 cum 20837.00
(f) Exceeding 12 metres, but up to 15 metres below spring
level. 100 cum 26022.00
(g) Exceeding 15 metres, but up to 18 metres below spring
level. 100 cum 31098.00
22.7
Dry sinking of wells in alluvial soil with admixture of clay more
than 20 percent or admixture of kankar up to 15 percent :-
Wet sinking of wells in soil with admixture of kankar/shingle, up
to 15 percent or of clay up to 33 percent or of both clay and
kankar/ shingle, up to 33 percent (Percentage of kaknkar/
shingle not exceeding 15) :-
Wet sinking of wells in soil containing admixture of
kankar/shingle exceeding 15 percent and upto 45 percent or of
clay exceeding 33 percent but upto 50 percent or of both clay
and kankar/shingle exceeding 33 percent but upto 50 percent
(Percentage of kankar/ shingle not exceeding 45) :-
Page 159 CSR-1987 [Re-print]
Sr. No. Unit Rates in
plains
1 3 4
Description
2
(a) From spring level to 1.5 metres below spring level. 100 cum 10040.00
(b) Exceeding 1.5 metres, but up to 3 metres below spring
level. 100 cum 12458.00
(c) Exceeding 3.0 metres, but up to 6 metres below spring
level. 100 cum 13580.00
(d) Exceeding 6 metres, but up to 9 metres below spring
level. 100 cum 22149.00
(e) Exceeding 9 metres, but up to 12 metres below spring
level. 100 cum 31506.00
(f) Exceeding 12 metres, but up to 15 metres below spring
level. 100 cum 39983.00
(g) Exceeding 15 metres, but up to 18 metres below spring
level. 100 cum 47408.00
22.8
(a) From spring level to 1.5 metres below spring level. 100 cum 13055.00
(b) Exceeding 1.5 metres, but up to 3 metres below spring
level. 100 cum 15576.00
(c) Exceeding 3.0 metres, but up to 6 metres below spring
level. 100 cum 18493.00
(d) Exceeding 6 metres, but up to 9 metres below spring
level. 100 cum 26441.00
(e) Exceeding 9 metres, but up to 12 metres below spring
level. 100 cum 36153.00
(f) Exceeding 12 metres, but up to 15 metres below spring
level. 100 cum 43676.00
(g) Exceeding 15 metres, but up to 18 metres below spring
level. 100 cum 52117.00
22.9
(a) From spring level to 1.5 metres below spring level. 100 cum 16551.00
Wet sinking of wells in soil containing admixture of
kankar/shingle exceeding 65 percent, but less than 100
percent, or of clay exceeding 70 percent but less than 100
percent or of both clay and kankar/shingle, exceeding 70
percent but less than 100 percent :-
Wet sinking of wells in soil containing admixture of
kankar/shingle exceeding 45 percent but upto 65 percent or of
clay exceeding 50 percent but upto 70 percent or of both clay
and kankar/shingle exceeding 50 percent but upto 70 percent
(percentage of kankar/ shingle not exceeding 65) :-
Page 160 CSR-1987 [Re-print]
Sr. No. Unit Rates in
plains
1 3 4
Description
2
(b) Exceeding 1.5 metres, but up to 3 metres below spring
level. 100 cum 18122.00
(c) Exceeding 3.0 metres, but up to 6 metres below spring
level. 100 cum 22760.00
(d) Exceeding 6 metres, but up to 9 metres below spring
level. 100 cum 31348.00
(e) Exceeding 9 metres, but up to 12 metres below spring
level. 100 cum 41197.00
(f) Exceeding 12 metres, but up to 15 metres below spring
level. 100 cum 49394.00
(g) Exceeding 15 metres, but up to 18 metres below spring
level. 100 cum 58348.00
22.10
(a) From spring level to 1.5 metres below spring level. 100 cum 18999.00
(b) Exceeding 1.5 metres, but up to 3 metres below spring
level. 100 cum 21405.00
(c) Exceeding 3.0 metres, but up to 6 metres below spring
level. 100 cum 25378.00
(d) Exceeding 6 metres, but up to 9 metres below spring
level. 100 cum 36256.00
(e) Exceeding 9 metres, but up to 12 metres below spring
level. 100 cum 44240.00
(f) Exceeding 12 metres, but up to 15 metres below spring
level. 100 cum 52581.00
(g) Exceeding 15 metres, but up to 18 metres below spring
level. 100 cum 63054.00
22.11
Per cum of
the volume
cleared
inside the
well
223.00
22.12
(a) From spring level to 3 metres below spring level. 100 cum --
For Sub Mountainous Areas only
Well sinking in general including all pumping shoring etc.
Cleaning of silt from wells with bed level upto 15 metres below
ground level including bailing out water and dredging.
Wet sinking of wells in soil containing admixture of
kankar/shingle or and clay 100 percent :-
Page 161 CSR-1987 [Re-print]
Sr. No. Unit Rates in
plains
1 3 4
Description
2
(b) Exceeding 3 metres, but up to 6 metres below spring
level. 100 cum --
(c) Exceeding 6 metres, but up to 9 metres below spring
level. 100 cum --
(d) Exceeding 9 metres, but up to 12 metres below spring
level. 100 cum --
(e) Exceeding 12 metres, but up to 15 metres below spring
level. 100 cum --
(f) Exceeding 15 metres, but up to 18 metres below spring
level. 100 cum --
Page 162 CSR-1987 [Re-print]
Rates in Sub-
Mountainous
Area
5
684.00
834.00
1048.00
1369.00
---
14.50
---
---
CHAPTER NO. 22
WELL SINKING
Unless otherwise specified, the rates cover the cost of all tools, plants, steam hoist, dredger,
pulsometer, gentry and Kentledge etc. as well as loading, unloading of Kentledge and bailing or
pumping of water, where required including removing the excavated soil to a distance of 60 metres.
In case of running streams or rivers, the spring level will be taken as the low water level in the stream
or river.
The rates given below do not cover the cost of false masonry and is payable extra at the rates
provided for well-steining in Chapter No.(11)-"Brick Work", if applicable or as per actual work done
and nothing is payable extra on this account.
The rates of items No. 22.6 to 22.10 are applicable, when the spring level is upto 7.5 metres below
ground level. In case depth of spring level is more than 7.5 metres, but upto 15 metres below ground
level, increase the rates of item No. 22.6 to 22.10, by 50%. If depth of spring level is more than 15
metres, but upto 30 metres, below ground level, increase the rates of item No. 22.6 to 22.10 by 100
per cent.
Where due to presence of boulders, the well sinking is likely to be more difficult and costly, special
rates will be framed by the Superintending Engineer, keeping in view the results of trial bores.
Page 163 CSR-1987 [Re-print]
Rates in Sub-
Mountainous
Area
5
---
---
---
---
---
---
--
--
--
--
--
--
--
Page 164 CSR-1987 [Re-print]
Rates in Sub-
Mountainous
Area
5
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Page 165 CSR-1987 [Re-print]
Rates in Sub-
Mountainous
Area
5
--
--
--
--
--
--
--
--
--
--
--
--
--
--
23344.00
Page 166 CSR-1987 [Re-print]
Rates in Sub-
Mountainous
Area
5
28035.00
33734.00
36845.00
40384.00
48282.00
Page 167 CSR-1987 [Re-print]
Labour Rate Through
Rate
1 3 4 5
23.1
(a) Loose Cum. 5.60 --
(b) Compacted in rolls of required diameter and length. Cum. 23.00 --
23.2
(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
CHAPTER NO. 23
RIVER AND CANAL PROTECTION WORKS
Rate for "Plains "as well
as "Sub-Mountainous
Region"
Sr. No. UnitDescription
2
Cutting pilchi, farash and sarkanda and carriage to work lead
two K.M. including loading and unloading :--
Loading pilchi, farash and sarkanda in boats within 15 metres :-
-
Carriage of pilchi, farash and sarkanda by boats including
loading and unloading :--
Unloading Pilchi, farash and sarkanda from boats and carriage
to yard upto one K.M. :--
Page 163 CSR-1987 [Re-print]
Labour Rate Through
Rate
1 3 4 5
Rate for "Plains "as well
as "Sub-Mountainous
Region"
Sr. No. UnitDescription
2
(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 Each 15.50 --
23.8
Sqm. 20.00 --
Note :-
23.9
(a) 3rd K.M. sq m of
pitching
surface --
4.00
(b) Subsequent K.M. per K.M. sq m of
pitching
surface --
2.50
23.10
sq m of
pitching
surface
80 percent
of rate of
item No.
23.8 & 23.9 --
23.11 Sqm. 9.50 --
23.12 Sqm. 6.50 --
For above items, pitching shall be of 15cm. dia. Layers of
pilchi laid as header and 1.5. metres in length alternating with
15 cm. covering of earth for consolidation including pegs and
tying with wire (to be supplied by the department free of cost.)
Extra for carriage beyond 2 Km. of pilchi rolls 15cm, dia. 1.5m
long (vide item No. 23.8)
Making Pilchi, farash and sarkanda rolls excluding supply of
materials :--
The payment under item No. 23.5 is not to be made in addition
to those of item No. 23.1(b), 23.8, 23.9 and 23.10.
Making 0.75m. dia. and 5.5m. long pilchi rolls for permeable
spurs.
Pilchi revetment including carriage upto 2 K.M.
Surface protection with pilchi mattress lead upto 2.K.M
Launching the above and placing in position.
Pilchi, farash or sarkanda pitching on slope with rolls 15cm,
dia. and 1.5m, long including supply of pilchi involving carriage
with in 2 K.M. and labour for making rolls.
Pilchi, farash or sarkanda pitching one metre depth.
Page 164 CSR-1987 [Re-print]
Labour Rate Through
Rate
1 3 4 5
Rate for "Plains "as well
as "Sub-Mountainous
Region"
Sr. No. UnitDescription
2
23.13 Sqm. 4.35 --
23.14
(a) area of mattress upto 200 Sqm. Sqm. 1.80 --
(b) area of mattress exceeding 200 Sqm. but upto 250
sqm. Sqm. 2.45 --
(c) area of mattress above 250 sqm. Sqm. 2.60 --
23.15 Sqm. 5.80 --
23.16 Sqm. 12.00 --
23.17
Sqm. 5.80 --
23.18
Sqm. 5.60 --
23.19
(a) upto F.S. depth 0.5m. Each 0.25 --
(b) F.S. depth exceeding 0.5m.but upto 1.0m Each 0.50 --
(c) F.S. depth exceeding 1.0.m.but upto 1.25m Each 0.80 --
(d) above 1.25 m F.S. depth. Each 1.00 --
23.20
(a)(i) Pegs 1.0m. long 5 cm. dia 100 Nos 19.00 --
(ii) Driving pegs 1.0m. long 5 cm. dia 100 Nos 9.70 --
(iii) Wattling brush wood between stakes and intertwinning. Metre of
one row. 0.26 --
(b)(i) Pegs 1.25m. long 7.5 cm. dia. sharpened at one end. 100 Nos 22.00 --
(ii) Driving pegs 1.25m. long 7.5 cm. dia. 100 Nos 13.00 --
(iii) Wattling brush wood between stakes and intertwinning. Metre of
one row. 0.26 --
(c)(i) Pegs 1.5m. long 7.5 cm. dia. sharpened at one end.
100 Nos 23.00 --
Gachi pitching (done with silt clearance and berm dressing)
with thickness of 30cm. (joints to be broken)
Weaving mattresses of pilchi 30cm. thick.
Laying kahi mattress lead upto 2 K.M.
Special kahi revetment double lead upto 2 K.M.
Gachi pitching with average thickness of 30cm (joints to be
broken)
Rolling pilchi mattress to river edge and floating after unrolling
:-
Fixing floating spurs in channels with material from canal
plantation with in 2 K.M. :--
Stacking and bushing with canal plantation within 1.0K.m.
Page 165 CSR-1987 [Re-print]
Labour Rate Through
Rate
1 3 4 5
Rate for "Plains "as well
as "Sub-Mountainous
Region"
Sr. No. UnitDescription
2
(ii) Driving pegs 1.5m. long 7.5 cm. dia. 100 Nos 14.00 --
(iii) Wattling brush wood between stakes and intertwinning. Metre of
one row. 0.32 --
(d)(i) Pegs 2m long 7.5 cm dia. sharpened at one end. 100 Nos 33.00 --
(ii) Driving pegs 2m long 7.5 cm dia 100 Nos 17.50 --
(iii) Wattling brush wood between stakes and
intertwinning.
Metre of
one row. 0.43 --
23.21 cum 1.55 --
23.22
100 Nos 23.00 --
23.23
100 Nos 26.00 --
23.24
(a) Ist chain of 30 metres. 100 Nos 4.00 --
(b) 2nd to 4th chain per chain of 30 metres. 100 Nos 2.40 --
(c) 5th and subsequent chains per chain of 30 metres. 100 Nos 1.60 --
23.25
(a) Placing in dry. 100 Nos 24.50 --
(b) Placing in water. 100 Nos 48.50 --
23.26
100 Nos 46.00 --
23.27
100 Nos 75.00 --
23.28100 Nos 16.50 --
23.29
Sqm. 3.65 --
23.30 Cum. 4.55 --
23.31 Cum. 8.60 --
23.32 Cum. 12.00 --
Filling brick bats in crates and hand packing.
Filling bricks in crates and hand packing.
Filling stones or spalls into crates and hand packing.
Sewing empty cement bags in to sheets.
Weaving wire netting for wire crates including binding sides
and partitions to make crate of 15 cm x 15 cm or 25cm x 7.5
cm mesh.
Filling cement bags with sand sewing and laying in position
within 30 metres in dry, including cost of strings.
Filling cement bags with sand sewing and laying in position
within 30 metres in water, including cost of strings.
Carriage of sand filled in bags by boats :--
Unloading from boats, bags filled with sand and :--
Filling brush wood only.
Filling cement bags with sand or earth and sewing including
cost of strings.
Loading cement bags filled with sand or earth into trucks or
boats within 100 metres.
Page 166 CSR-1987 [Re-print]
Labour Rate Through
Rate
1 3 4 5
Rate for "Plains "as well
as "Sub-Mountainous
Region"
Sr. No. UnitDescription
2
23.33 Cum. 8.60 --
23.34 Sqm. 1.25 --
23.35
Cum. 11.00 --
23.36
Cum. 23.50 --
23.37
Sqm. 2.85 --
23.38
(a) 4 mm dia. G.I. wire 25 cm x 7.5 cm mesh Cum. 30.50 --
(b) 4 mm dia. G.I. wire 15 cm x 15 cm mesh (diagonal
wise) Cum. 30.50 --
(c) 4.75 mm dia. G.I. wire 25 cm x 7.5 cm mesh (diagonal
wise) Cum. 30.50 --
(d) 4.75 mm dia. G.I. wire 15 cm x 15 cm mesh (diagonal
wise) Cum. 30.50 --
(e) 3.25 mm dia. G.I. wire 25 cm x 7.5 cm mesh (diagonal
wise) Cum. 30.50 --
(f) 3.25 mm dia. G.I. wire 15 cm x 15 cm mesh (diagonal
wise) Cum. 30.50 --
23.39 Cum. 6.50 --
23.40 Cum. 2.00 --
23.41 Cum. 17.50 --
23.42
(a) Horizontal Cum. 21.50 --
(b) on slopes of guide banks and protection works. Cum. 28.00 --
23.43 Cum. 44.00 --
23.44
(a) On level Cum. 6.50 --
Tipping wire crates including equipment.
Dumping stone.
Filling stone or spall :--
Opening out old wire crates and remaking after filling.
Labour for dismantling existing portion of old protection work
including cutting old trangger and stacking old stones for re-
use.
Filling spaces and foundations with old stones obtained from
dismantling including labour for dismantling.
Spreading wire crates over pitching connecting with side
protective walls inclusive of wire etc.
Wire crates of specified dimensions from all directions of G.I.
wire filled with boulders with square cut faces against the wire.
Stone or kankar block pitching :--
Extra for anchoring boat for dumping in position.
Dismentling brush wood boulder bund.
Stone pitching top coping only.
Page 167 CSR-1987 [Re-print]
Labour Rate Through
Rate
1 3 4 5
Rate for "Plains "as well
as "Sub-Mountainous
Region"
Sr. No. UnitDescription
2
(b) On side slopes behind pitching Cum. 6.90 --
23.45
(a) With bajri or shingle Sqm. 2.80 --
(b) With mortar Sqm. 5.40 --
23.46
(a) When stones are upto 23cm square Sqm. 2.50 --
(b) When stones are more than 23cm square but under
45cm square Sqm. 1.60 --
23.47 Sqm. 0.80 --
Note :- The Chief Engineer in-charge of works concerned, may allow
on works of temporary nature, the use of black annealed M.S.
Wire number 6 or 8 S.W.G. (4.75 mm, or 4.00 mm)
conforming to the relevant I.S.I. specifications, in lieu of G.I.
Wire.
Grouting stone filling or pitching :--
Grouting masonry joints of floors including finishing :--
Sand grouting stone apron with high pressure hose.
Page 168 CSR-1987 [Re-print]
(i)
(ii)
(iii)
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
24.1
100 sqm. 78.00 -- 79.00 --
24.2
100 sqm. 32.00 -- 32.00 --
24.3
cum 18.50 -- 19.50 --
24.4
cum 20.00 -- 21.00 --
Unless otherwise stated, the labour rates include rehandling of materials within 100 metres.
The rates include the cost of water, where water is supplied free by the Department, the rates shall
be reduced suitably.
2
Preparation of Sub Grade including
trenching, rought dressing of spoil, final
dressing of earth to give level and camber,
watering, rolling with a road roller and
compacting the bed.
CHAPTER NO. 24
ROAD WORK
Notes :-
The labour rates, given below include the cost of working of road machinery including Washouts,
cost of fuel, lubricants, stores, establishment, depreciation and interest charges. In case the
machinery is provided by the Department, the working cost, as mentioned above shall be recovered
from the contractor at the rates fixed by the Department.
Sr. No. Description Unit Plains Sub-Mountainous
Region
Laying and consolidation of lime treated
stabilized soil sub base, with admixture of
any percentage of lime, by weight, of soil,
including digging earth, pulverization,
levelling and watering of soil stacks & wet
mixing, manually or by tractor, with disc
harrow, including pouring of soil mixture,
and spreading to camber, including rolling
and curing, complete with all other
allowances, but excluding the cost of lime.
Consolidation of Sub grade with road roller
including making good the undulation etc.
with earth or quarry spoils etc. and rerolling
the sub grade.
Laying and consolidation of stabilized soil
sub base or wearing course, with admixture
of any per centage of lime, by weight
including 30 to 50 percent brick ballast,
including digging of earth, stacking of soil,
pulverization, dry mixing, levelling and
watering, wet mixing of soil, lime and brick
ballast, manually or by tractor, with disc
harrow, including pouring of mixture, and
bringing to camber, including sprinkling of
water on the sub base, wearing course, and
rolling, including curing with water,
complete, all operations, but excluding the
cost of brick ballast and lime.
Page 169 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Description Unit Plains Sub-Mountainous
Region
24.5
cum 23.00 -- 24.00 --
24.6
cum 18.50 -- 19.50 --
24.7
cum 17.40 -- 18.60 --
(a) Labour for laying flat brick soling
(6.83cm thick) cum 17.25 -- 18.40 --
cum 18.55 -- 19.95 --
or Metre 0.29 -- 0.31 --
24.8
24.9
Metre 0.17 2.35 0.19 2.57
24.10
Metre 0.43 8.40 0.47 8.43
Deleted
Laying and consolidation of granular sub
base as per specifications including making
side dowels, carrying the material from
stacks and spreading to templates and
consolidating the Sub-base to proper camber
with road roller, excluding the cost of
templates, barriers and lighting
arrangements and Chowkidars etc.
(b) Labour for laying brick on end edging
(6.83cm wide)
Providing brick end edging in full brick width
(11.11cm wide) and half brick deep including
excavation refilling and disposal of surplus
earth lead upto 50 metres.
Spreading 25mm thick course of inverted
choke comprising of 10mm gauge crushed
bajri on the prepared sub grade.
Laying Flat brick soling (6.83cm thick) to an
approved bond, with brick-on-end edging
(6.83cm wide) on approved sub grade, filling
joints with sand & earth, spreading 25mm
thick layer of earth, over brick soling,
watering and rolling the same, with road
roller, but excluding the cost of preparing
sub grade.
Break up of item No.24.7
Providing brick edging (6.83cm wide) laid
length-wise (22.86cm long) with half brick
deep including excavation refilling and
disposal of surplus earth lead upto 50
metres.
Page 170 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Description Unit Plains Sub-Mountainous
Region
24.11
cum 30.00 -- 31.50 --
24.12
cum 20.50 -- 21.50 --
24.13
cum 24.50 -- 25.50 --
24.14
cum 22.50 -- 23.50 --
Laying and consolidation of Kankar or brick
ballast to water bound specifications in
soling or wearing coat, making side dowels
carrying the metal from stacks and
spreading, binding the surface with fine stuff
and consolidating the same to proper
camber with road roller and curing the road
for one week excluding the cost of templates,
barriers and lighting arrangements and
Chowkidars.
Laying and consolidation of over gauge
stone metal soling coat (90 mm to 40 mm
gauge grading No. 1 as per MORT&H, Road
Wing specifications No. 404.25) to water
bound macadam specifications, including
making side dowels, carrying the stone
metal from stacks, and spreading to
templates, screening and spreading the
binding material and consolidation the stone
metal and binding material to proper
camber, with road roller, excluding the cost
of templates, barriers and lighting
arrangements and Chowkidars.
Laying and consolidation of stone metal
wearing coat to water bound macadam
specifications including making side dowels,
carrying the metal from stacks and
spreading to templates, screening and
spreading the binding material and
consolidating the stone metal and binding
material to proper camber with road roller
and curing the road for one week, excluding
the cost of templates, barrier and lighting
arrangements and Chowkidars.
Laying and consolidation of soling coat of pit
graval with 5 to 15 percent good earth, with
admixture of any percentage of lime, by
weight, including digging of earth, stacking
of soil, including dry mixing manually or by
the tractor, with disc-harrow and pouring and
bringing to camber, rolling with road roller
including curing with water, complete, all
operations, but excluding the cost of pit
gravel and lime.
Page 171 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Description Unit Plains Sub-Mountainous
Region
24.15
cum 36.50 -- 38.50 --
24.16
Per Km.
per metre
width or
part thereof
for every
100 metres
lead in
excess of
800 metres 18.50 -- 20.50 --
24.17
Per Km.
per metre
width or
part thereof
for every
100 metres
lead in
excess of
800 metres 55.00 -- 61.00 --
24.18
100 sqm. 148.00 -- 152.00 --
24.19
100 sqm. 111.00 -- 114.00 --
24.20
100 sqm. 102.00 -- 105.00 --
24.21
100 sqm. 146.00 -- 150.00 --
Laying and consolidation of stone metal
wearing coat, to built up spray grout
specification, including making side dowels,
carrying the metals from stacks and
spreading to templates in the first layer and
consolidating the same, with road roller, to
proper camber, giving first spray of binder,
and again, laying second coat of stone
metal, including consolidation with road
roller, to proper camber, and second spray
of binder including spreading the key
aggregates, and rolling with road roller,
excluding the cost of templates, barriers and
lighting arrangements and Chowkidars, and
also the cost of tack coat.
Water allowance for item No. 24.11 & 24.12
payable in kilometres, where water is not
available with in 800 metres of the nearest
point of the kilometre.
Painting road surface with bitumen first coat.
Painting road surface with bitumen second
coat.
Painting road surface with bitumen and
precoated stone chippings.
Water allowance for item No. 24.8, payable
in kilometres, where water is not available
with in 800 metres, of the nearest point of
the kilometre.
Painting road surface with bitumen and
stone chippings subsequent coat/seal coat.
Page 172 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Description Unit Plains Sub-Mountainous
Region
24.22
(i) 20 mm thick 100 sqm. 376.00 -- 381.00 --
(ii) 25 mm thick 100 sqm. 434.00 -- 441.00 --
24.23
100 sqm. 38.50 -- 40.00 --
24.24
100 sqm. 76.00 -- 79.00 --
24.25
(a) with lead upto 1 Km. cum 148.00 -- 151.00 --
(b) for every one km. additional lead from
2 km. to 16 km. cum 5.00 -- 5.50 --
24.26
(a) with lead upto 1 Km. cum 151.00 -- 154.00 --
(b) for every 1 km. additional lead, from
2 km. to 16 km. cum 5.00 -- 5.50 --
Laying tack coat on existing black top
surface.
Laying asphaltics concrete, on road,
including mixing bajri and bitumen, with
mechanical mixer, carriage of premixed
material, from plant site, to site of work, and
laying the same, with paver, and rolling it,
with road roller, including the cost of
establishment and setting up field laboratory,
for quality control, lighting arrangements,
sign-board and chowkidar, but excluding the
cost of tack coat and seal coat.
Laying tack coat on new water bound
macadam surface.
Laying premix carpet using bitumen, as
binder, for all operations, including
spreading filler, if required, with mechanical
mixer, including cost of lighting
arrangements, sign boards, and night watch,
but excluding the cost of laying tack coat and
seal coat.
Laying bituminous macadam, on road, with
coarse aggregate and bitumen, premix with
a mechanical mixer, carriage of premixed
material, from plant to site of work, and
laying the same, with paver, and rolling it,
with road roller, including the cost of
establishment, and setting up field
laboratory, for quality control, lighting
arrangements, sign boards and chowkidar,
but excluding the cost of tack coat and seal
coat.
Page 173 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Description Unit Plains Sub-Mountainous
Region
24.27
100 sqm. 185.00 -- 188.00 --
24.28
M.T. 99.00 -- 100.00 --
24.29
100 sqm. 198.00 -- 214.00 --
24.30
100 sqm. 222.00 -- 231.00 --
24.31
100 sqm. 132.00 -- 143.00 --
24.32
100 sqm. 110.00 -- 115.00 --
24.33
100 sqm. 426.00 -- 458.00 --
24.34
100 sqm. 1,377.00 4,829.00 1,424.00 4,876.00
Restoring the road cut in level with the
existing road surface, including preparation
of sub grade laying and relaying of soling
and laying and consolidation of wearing coat
to water bound macadam specifications, and
laying 20 mm thick premixed carpet, on top,
including cost of tack and seal coats
complete in all respects.
Scarifying old kankar metalled crust up to
150mm thick with road roller, including
picking up scarified material, screening and
stacking old useful metal.
Dismantling of road, including soling and
wearing coat, screening and stacking of old
serviceable material complete in all respects.
Laying seal coat mix seal surfacing over
bitumnous macadam on road with coarse
aggregate and bitumen premixed with
mechanical mixer, carriage of the premixed
material from plant site, to the site of work
and laying the same, with paver and rolling it
with road roller, including the cost of
establishment and setting up field laboratory
for quality control, lighting arrangement, sign-
boards, chowkidar, to be laid simultaneously
over the premixed carpet.
(Mix seal coat type B)
Scrifying Kankar metalled crust up to
150mm thick, with pick axes, including
picking up scarified meterial, screening and
stacking old useful metal.
Scarifying stone metal 50mm to 100mm
thick by pick axes, alongwith the tarred /
bituminous crust, including picking up
scarified material, screening and stacking
old useful metal and bajri.
Scarifying stone metal, 50mm to 100mm
thick, by road roller, alongwith tarred /
bituminous crust, including picking up
scarified material, screening and stacking
old useful metal and bajri.
Laying seal coat on premix carpet with
bitumen and fine aggregates.
Page 174 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Description Unit Plains Sub-Mountainous
Region
24.35
(i) 5th kilometre stone Each 27.00 141.00 29.00 143.00
(ii) Ordinary kilometre stone Each 18.00 89.00 20.00 91.00
(iii) kilometre stone on village roads Each 16.00 81.00 18.00 83.00
24.36
Each 12.50 61.00 14.00 62.00
24.37
Each 20.00 76.00 22.00 78.00
24.38
cum 61.00 465.00 67.00 472.00
24.39
Per metre
per cm.
depth 0.086 0.36 0.094 0.37
24.40
Per metre
per cm.
depth 0.043 1.35 0.047 1.40
24.41
cum 3.15 -- 3.50 --
24.42
cum 1.75 -- 1.95 --
24.43
metre 6.00 32.50 6.60 33.00
24.44
metre 2.85 15.00 3.15 15.00
Supplying laying and fixing precast plain
cement concrete channel (1:2:4)
Stacking stones, brick ballast, stone metal,
bajri and kankar.
Supplying laying and fixing kerb of plain
precast cement concrete (1:2:4)
Screening brick ballast, stone metal, bajri
shingle and kankar.
Making and filling expansion joints with
bituminous filler (Bitumen 40 percent)
asbestos 5 percent and sand 55 percent)
12.5 mm wide.
Providing and fixing premoulded bituminous
joint filler for expansion joints including the
cost of sealing compound and primer coat
12.5 mm wide.
R.C.C. (1:2:4) village board of standard
design fixed in position including finishing,
but excluding painting.
R.C.C. (1:2:4) boundary pillars of standard
design fixed in position including finishing,
but excluding painting.
Cement concrete (1:2:4) in pavements,
roads, taxi tracks and runways, laid to
required slope and camber including
consolidation, finishing and tamping
complete.
R.C.C. (1:2:4) kilometre stones of standard
design fixed in position including finishing
but excluding painting.
Page 175 CSR-1987 [Re-print]
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 72
Sr. No. Description Unit Plains Sub-Mountainous
Region
24.45
metre 0.65 4.20 0.70 4.25
24.46
100 sqm. 126.50 -- 130.00 --
Painting Road surface with bitumen light
coat.
1.2 metres high fencing with 1.65 metres
post, placed at every 2.5 metres to 3 metres
apart, embeded in cement concrete blocks,
and every tenth post to be strutted provided
with 4 horizontal lines of G.I Barbed wire,
weighing 9.34 Kg. per 100 metres
(minimum) and fixed with G.I. staples tied to
6mm bar nib, with binding wire or by
providing cut, including drilling holes in the
post complete (excluding the cost of posts,
strutted earth work and concrete which is
payable extra).
Page 176 CSR-1987 [Re-print]
Sr. No. Unit Labour Rate
(Rs.)
Through
Rate
(Rs.)
1 3 4 5
25.1
(a) Tables
(i) Ordinary Sq m of top
area -- 13.00
(ii) Pedestal Type Sq m of top
area -- 19.50
(iii) Teapoy Each -- 6.00
(iv) Peg table Each -- 3.00
(v) Centre table Each -- 6.00
(vi) Side Board. Sq m of
front
elevational
area -- 19.50
(b) Chairs
(i) Office with caned back Each -- 7.20
(ii) Office with wooden back Each -- 7.50
(iii) Dining with caned back Each -- 6.00
(iv) Dining with wooden back Each -- 6.60
(v) Easy chair Each -- 9.00
(vi) Sofa with wooden Arms Each -- 9.00
(vii) Sofa chair with wooden Arms Each -- 9.00
(viii) Cane sofa Each -- 15.00
(ix) Cane sofa chair Each -- 9.60
(c) Almirah or chest of drawers Sq m of
front
elevational
area -- 16.00
(d) Hat and coat stand Sq m of
front
elevational
area -- 4.50
CHAPTER NO. 25
MAINTENANCE OF FURNITURE
Spirit or Wax polishing .
Description
2
Page 177 CSR-1987 [Re-print]
Sr. No. Unit Labour Rate
(Rs.)
Through
Rate
(Rs.)
1 3 4 5
Description
2
(e) Office side rack Each -- 6.00
(f) Book case of almirah with glazed shutters Sq m of
front
elevational
area -- 9.60
(g) Commode Each -- 4.50
(h) Towel stand Each -- 1.50
(i) Bed-steads Each -- 9.00
(j) Hat-pegs Per set -- 1.50
(k) Pelmets of doors/windows Sqm. 7.00 14.00
25.2
(a) Wooden patras for bath room. Sq m of top
area 6.00 15.00
(b) Towel stand Each 6.00 15.00
(c) Pelmets of doors and windows Each 10% to be added
on labour charges
of painting Chapter
No.16 --
25.3
(a) Easy chairs back and seat (Single variety) Each -- 60.00
(b) Office chair back and seat (Single variety) Each -- 51.00
(c) Office chair seat only (Single variety) Each -- 30.00
(d) Office chair back (Double variety) Each 10.00 22.00
(e) Office chair seat (Double variety) Each 10.00 22.00
25.4
(a) Durries Sqm. -- 1.50
(b) Niwar of beds Each bed -- 12.00
(c) Linen 100 Pieces -- 48.00
(d) Bed sheet single Each 1.00 --
(e) Bed sheet double Each 2.00 --
(f) Pillow cover Each 0.50 --
Painting one coat of I.S.I marked quality paint.
Recaning of chairs with artificial (Plastic cane)
Washing
Page 178 CSR-1987 [Re-print]
Sr. No. Unit Labour Rate
(Rs.)
Through
Rate
(Rs.)
1 3 4 5
Description
2
(g) Towel Each 0.75 --
(h) Napkin Each 0.30 --
(i) Quilt cover Each 2.00 --
(j) Apron Each 1.00 --
(k) Safe cover
Set of three
pieces 5.00 --
(l) Door curtain above 2.75 Mtr. Each 5.00 --
(m) Door curtain upto 2.75 Mtr. Each 4.00 --
(n) Window curtains Each 2.50 --
Note :-
25.5
(a) Restuffing easy or sofa chair Each 30.00 42.00
(b) Restuffing sofa Each 60.00 84.00
(c) Recovering easy or sofa chair with cloth Each 30.00 --
(d) Recovering sofa with cloth Each 60.00 --
(e) Recovering and restuffing easy or sofa chairs Each 45.00 --
(f) Restuffing and recovering sofa Each 90.00 --
Note :-
25.6
(a) String (San ban) Each 15.00 84.00
(b) Munj Each 12.00 48.00
25.7
(a) Woolen blanket Each 12.00 --
(b) Woolen carpet Sq m 6.00 --
(c) Door curtains Per piece 6.00 --
(d) Window curtains Per piece 6.00 --
(e) Bed cover single Per piece 6.00 --
Dry Cleaning.
Cloth for above item is to be purchased and supplied
departmentally.
Upholstering
Cloth for above item is to be purchased and supplied
departmentally.
Weaving charpoys (String or munj including dowens)
Page 179 CSR-1987 [Re-print]
Sr. No. Unit Labour Rate
(Rs.)
Through
Rate
(Rs.)
1 3 4 5
Description
2
(f) Bed cover double Per piece 9.00 --
25.8
(a) Sofa set One set of
five seat 50.00 --
(b) Woolen carpet Sqm. 6.00 --
(c) Dewan Cushioned Each 30.00 --
25.9Sqm. (To be
measured on
one side only) 1.00 --
25.10 Sqm. (To be
measured on
both sides) 0.50 --
25.11 Each 0.10 --
25.12 Each 0.40 --
25.13Core (20
pieces)
Rs. 40.00
to
Rs. 60.00 --
25.14
Sqm. 10.00 15.00
25.15
Piece (1.12
m width) 8.00 --
25.16
(a) 'C' type Metre 40.00 --
(b) 'I' type Metre 35.00 --
Metre 20.00 --
25.18
100 Nos. 40.00 --
25.19
100 Nos. 30.00 --
Cleaning of switch Boards.
Cleaning and polishing brass fittings with brasso.
Tinning of utensils.
Providing and fixing steel rings chrome-plated 3.80 cm.
dia. for curtains.
Shampooing with Machine.
Cleaning of glass panes both sides .
Cleaning of joinery with surf, soda and application of oil
there after.
Providing and fixing plastic rings 3.80cm. dia. With hooks
for curtains.
Cleaning of terrazo floors with tartric acid and polishing
with wax including machine charges.
Tailoring of curtains.
Providing and fixing railing for curtains.
Providing and fixing curtain rail 1.90cm chrome-plated
with end bracket. including sockets and
brackets.
25.17
Page 180 CSR-1987 [Re-print]
(i)
(ii)
Sr. No. Unit Rate
(Rs.)
1 3 4
26.1 Metre 1.60
26.2 Metre 5.20
Note :-
26.3 Each 240.00
26.4 Metre 0.80
26.5
(a) Upto 300 mm depth. Cut 8.00
(b) Above 300mm to 450mm depth. Cut 15.20
26.6 Each 1.00
26.7 (a) Cutting of copper sheets 15mm, thick flashing. Metre 8.00
(b) Fixing copper flashing into position. Metre 3.20
26.8 Metre 1.20
26.9 Metre 8.00
26.10
(a) Upto 75mm dia bore.
(i) From 0 to 15 metres. Metre 10.40
(ii) Exceeding 15 metres but upto 30 metres. Metre 26.40
(iii) Exceeding 30 metres. Metre 39.20
(b) Above 75mm dia bore but not exceeding 100mm.
(i) From 0 to 15 metres. Metre 13.20
(ii) Exceeding 15 metres but upto 30 metres. Metre 32.80
(iii) Exceeding 30 metres. Metre 39.20
Laying linking and packing tramway tracks.
Linking B.G track including packing, straightening and levelling.
Carriage of tramway track will be paid according to rates in chapter
No. 5.
Linking points and crossing complete with level fastening.
The rates given below are labour rates unless otherwise stated.
Unless otherwise stated, the labour rates include rehandling of materials with in 100 metres.
Description
2
CHAPTER NO. 26
MISCELLANEOUS
Notes :-
Bending and straightening B.G rails with jim-crow.
Cutting Girders with Hack-saw.
Drilling holes in girders.
Assembling 40 mm. pressure pipes.
Boring and fixing 40 mm pressure pipes.
Boring for hand-pump in clay fitting strainer and pipe.
Page 181 CSR-1987 [Re-print]
Sr. No. Unit Rate
(Rs.)
1 3 4
Description
2
26.11
(a) Upto 75mm dia bore.
(i) From 0 to 15 metres. Metre 18.40
(ii) Exceeding 15 metres but upto 30 metres. Metre 32.80
(iii) Exceeding 30 metres. Metre 39.20
(b) Above 75mm dia. but not exceeding 100mm dia. bores
(i) From 0 to 15 metres. Metre 20.80
(ii) Exceeding 15 metres but upto 30 metres. Metre 39.20
(iii) Exceeding 30 metres. Metre 46.00
26.12
(a) Pulling out pipe and filters. Metre 3.20
(b) Lowering pipe in the hole up to 40mm dia. Metre 3.20
(c) fixing head including clamps and handle. Each 16.00
26.13 Metre 13.20
26.14 Each 4.00
26.15
(a) girth up to 60 cm Each 20.00
(b) girth more than 60 cm. but up to 120 cm. Each 36.00
(c) girth more than 120 cm. but up to 180 cm. Each 72.00
(d) girth more than 180 cm. but up to 250 cm. Each 120.00
Note :- (i) The girth is to be measured 1.25 metres above ground level.
(ii) When stumps are grubbed up in addition, take rates as double
the above rates for trees cut and grubbed. payment for
grubbing will only be made when specially ordered by the Sub-
Divisional officer in cases where it is essential to remove the
stumps.
(iii) Trees requiring to be cut will normally be sold as they stand,
the purchase price including the purchasers liability to cut or
grub and remove the tree from Govt. Land.
(iv) Where these have not been sold, the trees cut and removed
will be the property of the Govt.
Boring hand-pump in soil with admixture of shingle.
Cutting down trees, filling holes and levelling of ground, lopping
branches trimming, removal not exceeding 100 metres stacking
clearing site.
Hand pumps
Fixing handles to iron rammers including cost of handles.
Fixing F.I gauges flush with masonry including cost of hooks.
Page 182 CSR-1987 [Re-print]
Sr. No. Unit Rate
(Rs.)
1 3 4
Description
2
26.16 Qtl. 5.20
26.17 Qtl. 8.40
26.18 Per Qtl. of
charcoal 21.60
26.19
Each 8.00
26.20
100 Nos. 20.00
26.21
100 Nos. 80.00
26.22
Each 20.00
26.23 (a) Supplying flags 40 cm. square for Jhandies. Each 4.00
(b) Shoes for Jhandies including fixing. Each 2.40
26.24
Each 36.00
26.25 Each 4.00
26.26 Metre 5.20
26.27 Each 20.00
26.28
Each 5.60
26.29
Each 320.00
26.30
(a) for concrete, brick masonry in lime or cement mortar :-
(i) Where lead involved is 800 metres to 1.6Km. Cum. 2.80
(ii) Where lead involved is above 1.6Km. to 2.4 Km. Cum. 5.60
(b) For plastering in lime or cement mortar, pointing, flooring :-
(i) Where lead involved is 800 metres to 1.6Km. Sqm. 0.40
(ii) Where lead involved is above 1.6Km. to 2.4 Km. Sqm. 0.80
Felling trees, cutting and stacking fuel wood from plantation.
supply of wooden bumping posts including labour for cutting from
canal or road plantation making and fixing at site.
Supply of wooden pegs for levelling work from canal or road plantation
40 mm to 50mm dia and 15cm to 23 cm long.
Splitting fuel wood.
Burning charcoal including loading and unloading and repairs to kiln.
Water allowance.
Fixing glass pieces on top of walls.
Making a chulah in cooking range (Indian style)
Supplying and fixing clerestory window cord cotton up to 6 metres
height.
Making Sirki Sarkanda Temporary Godown, 3mx3m with walls 2.5m
height 1½ brick thick burnt bricks laid dry, excluding the cost of bricks,
but including the cost of other materials.
Supply of bamboo jhandies 3 metres to 3.5 metres including iron
shoes and flags 40 cm . Square painted black and white.
Supply of wooden pegs for alignment work, 40 cm long 75mm dia
from canal or road plantation.
Supplying tripod with flages including iron shoes and flag 40 cm.
square and bamboo painted black and white.
Sweeping chimney flues.
Page 183 CSR-1987 [Re-print]
Sr. No. Unit Rate
(Rs.)
1 3 4
Description
2
Note :-
26.31 Each 80.00
26.32 Each 2.00
26.33 Cum. 50.80
26.34 Hectare 356.00
26.35 Each 1.60
26.36
Hectare
80.00 to
393.00
Notes :- (i) The rates are applicable to areas acquired for new canals, and
drains, extension of channels and for construction of roads
and Buildings.
(ii) The rate is to be decided by the Executive Engineer according
to density of jungle to be cleared.
(iii) The rates of item Nos. 26.36 to 26.38 are for estimating
purposes only. The work will be got done departmentally.
26.37
(a) Discharge upto 1.5 Cum./s
Kilo Metre
104.00 to
160.00
(b) Discharge exceeding 1.5 Cum./s but upto 4.5 Cum./s.
Kilo Metre
160.00 to
208.00
(c) Discharge exceeding 4.5 Cum./s.
Kilo Metre
208.00 to
264.00
26.38
(i) Light Kilo Metre 640.00
(ii) Medium Kilo Metre 800.00
(iii) Heavy Kilo Metre 1600.00
26.39
Bag 0.40
26.40
Cum. 11.60
Jungle clearance on running canals and branches, and drains with
discharge more than 9 Cum./s.
Filling loose cement bags in empty cement bags weighing, sewing and
stacking with in 30metres.
Filling cement bags with steam coal or kankar lime, sewing including
cost of string.
The above rates are payable only where water is not available locally
and where fixing of hand pump is neither feasible nor practically
possible due to small amount of work and where water is actually
carried by carts or by mechanical transport.
Making temporary culverts.
Digging pits and fixing distance marks or boundary stones.
Ordinary jungle clearance of both banks of running distributaries,
minors and drains with discharge upto 9cum/s including boundary
road :-
Supplying manure or compost, including carriage of 100 metres.
Ploughing two times.
Filling 200 litres drums with diesel oil (not payable to diesel dealer)
Jungle clearance.
Page 184 CSR-1987 [Re-print]
Sr. No. Unit Rate
(Rs.)
1 3 4
Description
2
26.41 100 Nos. 4.80
26.42 Each 2.00
26.43
100 Nos. 10.00
Stencilling (Height of stencil not less than 7.5cm) of bitumen and other
drums.
Stencilling and bundling empty cement bags.
Tempering of Kassies, Belchas, Khurpas and pick axes.
Page 185 CSR-1987 [Re-print]
Cement (Bags) Fine
aggregates
(Cum)
Coarse
aggregate
s (Cum)
1 3 4 5 6
27.1
(i) 1:11/2 :3 cum 8.25 0.43 0.85
(ii) 1:2:4 cum 6.50 0.45 0.90
(iii) 1 : 2 1/2 : 5 cum 5.30 0.46 0.91
(iv) 1:3:6 cum 4.50 0.47 0.94
(v) 1:4:8 cum 3.50 0.48 0.96
(vi) 1:5:10 cum 2.80 0.49 0.98
(vii) 1:6:12 cum 2.35 0.495 0.99
(viii) 1:8:16 cum 1.80 0.50 1.00
Lime
(Cum)
Surkhi
(Cum)
Ballast
(Cum)
27.2
(i) 1:2:8 (Brick ballast 40mm
gauge) cum
0.13
(76 kg.) 0.26 1.00
(ii) 16:24:100 (Brick ballast
30mm gauge) cum
0.16
(93.54 kg.) 0.24 1.00
(iii) 16:24:100 (Brick ballast
20mm gauge) cum
0.16
(93.54 kg.) 0.24 1.00
Cement (Bags) Sand
(Cum)
Bricks
(Nos.)
27.3 (a) Brick work in cement sand
mortar with bricks of size
22.86 cm. x 11.11cm x
6.83cm :-
(i) 1:2 cum 3.45 0.24 480
(ii) 1:3 cum 2.40 0.25 480
2
Cement concrete :-
Lime concrete
Quantities
Note :-
One cement bag weighs 50 kg. and measures 0.03472 cum.
CHAPTER NO. 27
QUANTITIES OF MATERIALS
Sr. No. Description Unit
Page 186 CSR-1987 [Re-print]
QuantitiesSr. No. Description Unit
(iii) 1:4 cum 1.75 0.25 480Cement (Bags) Sand
(Cum)
Bricks
(Nos.)
(iv) 1:5 cum 1.45 0.25 480
(v) 1:6 cum 1.20 0.25 480
(vi) 1:7 cum 1.00 0.25 480
Lime
Qtl.
Surkhi
(cu m)
Bricks
(Nos.)
Sand
(cu m)
(b) Brick work laid in lime surkhi
mortar 1:2 with bricks of size
22.86cm x 11.11cm x 6.83cm
:-
(i) 1:2 cum 0.70 0.24 480 -
(c) Brick work laid in lime, surkhi,
sand mortar 1:1:1 with bricks
of size 22.86cm x 11.11cm x
6.83cm cum 0.84 0.12 480 0.12
Cement (Bags) Lime
Qtl.
Sand
(cum)
Bricks
(Nos.)
(d) Brick work laid in cement,
lime, sand mortar with bricks
of size 22.86cm x 11.11cm x
6.83cm
(i) 1:1:6 cum 1.20 0.29 0.25 480
(ii) 1:2:9 cum 0.80 0.39 0.25 480
(iii) 1:3:12 cum 0.61 0.44 0.25 480
(e) 115mm thick brick wall laid in
cement, lime, sand mortar
1:1:6 with bricks size of
22.86cm x 11.11cm x 6.83cm.
(i) 1:1:6 sqm 0.137 0.032 0.0286 55
Cement (Bags) Sand
(cum)
Tiles
(Nos)
27.4 (a) Brick work in cement sand
mortar with tiles size 22.86 cm
X 11.43cm x 3.81 cm
(i) 1:4 cum 2.85 0.40 780
(ii) 1:5 cum 2.30 0.40 780
Page 187 CSR-1987 [Re-print]
QuantitiesSr. No. Description Unit
(iii) 1:6 cum 1.90 0.40 780
Cement (Bags) Sand
(cum)
Tiles
(Nos)
(b) Brick work in cement sand
mortar with tiles size 30.48cm
X 15.24cm x 5.08 cm :-
(i) 1:4 Cum 1.75 0.25 425
(ii) 1:6 Cum 1.20 0.25 425
Pucca Sundried
27.5
Cum 0.25 0.044 0.002 240 250
27.6
Cum 0.32 0.054 - 480 -
Cement (Bags) Sand
(Cum)
Stone
(Cum)
27.7
(i) Fine ashlar 1:3 cum 0.96 0.10 1.33
(ii) Fine ashlar 1:6 cum 0.48 0.10 1.33
(iii) Rough-tooled ashlar 1:3 cum 1.72 0.18 1.25
(iv) Rough-tooled ashlar 1:6 cum 0.86 0.18 1.25
(v) Block in course 1:4 cum 1.72 0.24 1.20
(vi) Block in course 1:5 cum 1.38 0.24 1.20
(vii) Block in course 1:6 cum 1.15 0.24 1.20
(viii) Squared rubble masonry. 1:4
cum 2.15 0.30 1.10
(ix) Squared rubble masonry. 1:5
cum 1.72 0.30 1.10
(x) Squared rubble masonry. 1:6
cum 1.44 0.30 1.10
(xi) Random or polygonal rubble
1:6 cum 1.67 0.35 1.10
(xii) Boulder masonry 1:6 cum 1.90 0.40 1.10
(xiii) Random or polygonal rubble
1:7 cum 1.44 0.35 1.10
Bricks (Nos.)Cement (Bags) Sand
(Cum)
lime
(Cum)
Gilafi masonry with jibi face (1:5
mortar)
Brick work laid in mud-mortar with
jibi face (1:5 mortar)
Stone Masonry :
Page 188 CSR-1987 [Re-print]
QuantitiesSr. No. Description Unit
(xiv) Random or polygonal rubble
1:8 cum 1.24 0.35 1.10
Cement (Bags) Sand
(Cum)
27.8 (a) Cement plaster 6mm thick :-
(i) 1:2 Sqm 0.10 0.008
(ii) 1:3 Sqm 0.08 0.008
(iii) 1:4 Sqm 0.06 0.008
(b) Cement plaster 10mm thick :-
(i) 1:2 Sqm 0.15 0.01
(ii) 1:3 Sqm 0.12 0.012
(iii) 1:4 Sqm 0.09 0.012
(c) Cement plaster 12.50mm
thick :-
(i) 1:2 Sqm 0.20 0.014
(ii) 1:3 Sqm 0.16 0.016
(iii) 1:4 Sqm 0.12 0.016
(iv) 1:5 Sqm 0.094 0.016
(v) 1:6 Sqm 0.078 0.016
(d) Cement plaster 20mm thick :-
(i) 1:2 Sqm 0.30 0.021
(ii) 1:3 Sqm 0.24 0.024
(iii) 1:4 Sqm 0.18 0.024
(iv) 1:5 Sqm 0.14 0.024
(v) 1:6 Sqm 0.117 0.024
(e) Cement plaster 25mm thick :-
(i) 1:2 Sqm 0.40 0.028
(ii) 1:3 Sqm 0.32 0.032
(iii) 1:4 Sqm 0.24 0.032
Page 189 CSR-1987 [Re-print]
QuantitiesSr. No. Description Unit
(iv) 1:5 Sqm 0.188 0.032
(v) 1:6 Sqm 0.156 0.032
Cement (Bags) Sand
(Cum)
Lime
(Kg.)
27.9 (i) Cement lime plaster 12.5mm
thick 1:1:6 mortar. Sqm 0.08 0.016 1.55
(ii) Cement lime plaster 25mm
thick 1:1:6 mortar. Sqm 0.16 0.032 3.10
lime
(Kg.)
Surkhi
(Cum)
27.10 (a) Lime plaster 12.5mm thick 2
lime 3 surkhi. Sqm 4.95 0.0128
Cement (Bags) Sand
(Cum)
Bitumen
(kg)
(b)(i) 12.5 mm thick cement plaster
damp proof course 1:3 with
two coats of bitumen laid hot
and sanded. Sqm 0.16 0.016 1.65
(ii) 20mm thick cement plaster
damp proof course 1:3 with
two coats of bitumen laid hot
and sanded. Sqm 0.24 0.024 1.65
Good Earth
(Cum)
Old Bhusa
(Kg.)
Cow Dung
(c)(i) Mud plaster 12.50mm thick
with gobri leeping. Sqm 0.35 23 L.S.
(ii) Mud plaster 25mm thick with
gobri leeping. Sqm 0.70 45 L.S.
Cement (Bags) Sand
(Cum)
27.11
(i) 1:2 Sqm 0.044 0.003
(ii) 1:3 Sqm 0.033 0.003
27.12
(i) 1:2 Sqm 0.035 0.0024
27.13
Flush cement pointing on flat brick
flooring :-
Flush cement pointing on underside
of roof tiles :-
Flush or deep cement pointing on
brick walls or brick on edge flooring :-
Page 190 CSR-1987 [Re-print]
QuantitiesSr. No. Description Unit
Sqm 0.026 0.0018
Lime
(Cum)
Surkhi
(Cum)
27.14Sqm
0.0013
(0.90 kg) 0.0023
Cement (Bags) Sand
(Cum)
27.15
(i) Flush Sqm 0.065 0.0046
(ii) Raised Sqm 0.130 0.009
(iii) On stone slab pavement Sqm 0.022 0.0015
27.16Sqm 0.025 -
Lime (kg)
27.17
(i) One coat Sqm 0.15
(ii) Two coats Sqm 0.25
(iii) Three coats Sqm 0.35
27.18
(i) One coat Sqm 0.10
(ii) Two coats Sqm 0.20
Cement (Bags) Sand
(Cum)
Tiles
(Nos)
27.19
(i) When space between battens
is filled with concrete blocks.
Sqm 0.24 0.027 22
(ii) When space between battens
is filled with wooden pieces.
Sqm 0.23 0.026 22
Lime pointing 2:3 flush or weathered
and struck.
Second class mud roofing (Tile size
30.48 cm x 15.24cm x 5.08cm) :-
White washing :-
(30.48cm x 15.24cm x 5.08cm)
1:2 mortar
Colour washing :-
Cement rendering on plaster 1mm
thick.
Cement pointing 1:2 on stone walls :-
Aggregates
(Cum)
0.0026
-
Page 191 CSR-1987 [Re-print]
QuantitiesSr. No. Description Unit
27.20
Sqm 0.035 0.0049 37
Paints( I.S.I
mark)
(Litres)
27.21
(i) Two coats of synthetic enamel
paint on new wood or steel
work. Sqm 0.145
(ii) Two coats of ready, mixed
paint on new wood or steel
work. Sqm 0.122
(iii) Two coats of synthetic enamel
paint on old wood or steel
work. Sqm 0.118
(iv) Two coats of ready, mixed
paint on old wood or steel
work. Sqm 0.098
(v) One coat of synthetic enamel
paint on old wood or steel
work. Sqm 0.065
(vi) One coat of ready mixed paint
on old wood or steel work.
Sqm 0.054
(vii) Priming coat on wood work. Sqm 0.061
(viii) Priming coat on new steel
work. Sqm 0.054
Red lead
Genuine
(Kg)
Turpentine
Oil
(Litre)
Linseed
Oil
(Litre)
(ix) Priming coat consisting of red
lead mixed with linseed oil and
turpentine oil in equal
proportion or with genuine red
lead on steel work. Sqm 0.085 0.0306 0.0306
(x) Two coats on iron sheets with
roofing red, ready mixed paint
on new work to give an even
shade. Sqm 0.093 - -
-
Painting :-
Tile terracing on roof (Tile size 22.86
cm x 11.43 cm x 3.81 cm)
Page 192 CSR-1987 [Re-print]
QuantitiesSr. No. Description Unit
Red lead
Genuine
(Kg)
Turpentine
Oil
(Litre)
Linseed
Oil
(Litre)
(xi) One coat on iron sheet with
roofing red, ready mixed paint
on old work to give an even
shade. Sqm 0.059 - -
Paints( I.S.I
mark)
(Litres)
(xii) Two coats on iron sheets with
roofing white, grey or green
ready mixed paint on new
work to give an even shade.
Sqm 0.15 - -
(xiii) One coat on iron sheets with
roofing white, grey or green
ready mixed paint on new
work to give an even shade. Sqm 0.0947 - -
(xiv) Two coats with aluminium
paint on new work to give an
even shade. Sqm 0.093 - -
(xv) One coat with aluminium paint
on new work to give an even
shade . Sqm 0.0445 - -
(xvi) Two coats with anti-corrosive
bitumastic paint on new work
to give an even shade (with
black enamel paint). Sqm 0.1086 - -
(xvii) One coat with anti-corrosive
bitumastic paints on old work
to give an even shade (with
black enamel paint) Sqm 0.0543 - -
27.22
(i) Two coats Sqm 0.069
(ii) One coat Sqm 0.039
27.23
(i) Two coats on new work. Sqm 0.171
(ii) One coat on old work. Sqm 0.073
(iii) Two coats on old work. Sqm 0.146
Distempering (dry or oil-bound)
Solignum or creosote paint :-
Page 193 CSR-1987 [Re-print]
QuantitiesSr. No. Description Unit
Deodar Teak Kail
27.24
(i) (40mm) thick Sqm 0.049 -- 0.049
(ii) (35mm) thick Sqm 0.045 0.038 0.045
(iii) (30mm) thick Sqm 0.0418 0.0360 --
(iv) (25mm) thick Sqm -- 0.0325 --
27.25
Sqm 0.0565 -- --
27.26
-- --
(i) (50mm) Thick Sqm 0.060 -- --
(ii) (45mm) Thick Sqm 0.057 -- --
27.27
(i) (35mm) thick Sqm 0.0259 -- 0.0259
(ii) (30mm) thick Sqm 0.0224 0.0214 0.0224
(iii) (25mm) thick Sqm -- 0.0172 --
Cement (bags) Sand
(Cum)
27.28
Sqm 0.355 0.049
27.29 Sqm 0.273 0.040
Note :-
Stone
(Cum)
27.30
Cum 1.00
Wire gauge door shutters with out
springs :-
Tiles (30.48cm x 15.24cm x
5.08cm.) (Nos)
Battened and framed doors
(including chowkat) :-
3.3kg per sqm of wire netting 15cm
mesh.
Materials for curing-drains seepage
drains, bed sleepers and rungs to be
extra in case of item Nos. 27.28 and
27.29.
Double layer tile lining (13.36 cm
thick)
20
40
Filling stone in wire-crates (hand
packed)
G.I. Wire No. 6 S.W.G
(4.75 mm)
Single layer tile lining
Battened and braced doors (50mm)
thick including chowkat.
Timber (Cum)
Door panelled, glazed or glazed and
panelled (including chowkat)
Page 194 CSR-1987 [Re-print]
QuantitiesSr. No. Description Unit
Note :-
Stone
(Cum)
27.31 Cum1.00
Shingle or
stone
aggregates
(10mm) ring
27.32 Cum 0.20
Cement Mortar
(cum)
27.33
(i) 7.5cm thick floor Sqm 0.019
(ii) 11.50 cm thick floor Sqm 0.029
Note :-
Cement (bags) Sand
(Cum)
27.34
(i) 1:2:4 Cum 1.45 0.10
(ii) 1:3:6 Cum 0.96 0.10
Note :-
Cement (bags) Sand
(Cum)
15 percent
extra sand
for
wastage
(Cum)
Total
Sand
(Cum)
27.35
(i) 1:2 Cum 13.63 0.96 0.14 1.10
(ii) 1:3 Cum 9.60 1.00 0.15 1.15
Cement mortar dry brick pitching or
flooring :-
0.20
0.20
For other gauge of G.I. wire No. 6
S.W.G (4.75mm) used in item No.
27.30 weight per sqm of netting
(15cm) mesh will vary accordingly.
Stone pitching.
Dry grouting dry stone pitching.
Cement Sand mortar :-
Shingle or Aggregate
(Cum)
Quantities of cement for any mortar
ratio may be worked out
accordingly.
Cement grouting stone ptiching :-
For grouting with cement mortar
only use 0.36cum of sand per cum
of the contents and work out the
quantity of cement according to the
mix used.
Page 195 CSR-1987 [Re-print]
QuantitiesSr. No. Description Unit
(iii) 1:4 Cum 6.89 1.00 0.15 1.15
Cement (bags) Sand
(Cum)
15 percent
extra sand
for
wastage
(Cum)
Total
Sand
(Cum)
(iv) 1:5 Cum 5.75 1.00 0.15 1.15
(v) 1:6 Cum 4.80 1.00 0.15 1.15
No. of bricks
of size
22.86cm x
11.11cm x
6.83cm
(Nos)
Cement in
bags of
50 kg.
(Bags)
Sand
(cum)
Lime
(quintal)
Surkhi
(cum)
27.36
10
Sqm 364 -- 0.075 -- --
27.37
10
Sqm 575 -- 0.15 -- --
27.38
10
Sqm 364 -- 0.075 -- --
27.39
10
Sqm 575 -- 0.15 -- --
27.40
(i) In & on lime mortar 10
Sqm 383 -- -- 0.74 0.125
(ii) In & on cement sand mortar
1:6
10
Sqm 383 0.599 0.144 -- --
(iii) In & on cement sand mortar
1:5
10
Sqm 383 0.718 0.144 -- --
(iv) In & on cement sand mortar
1:4
10
Sqm 383 0.860 0.144 -- --
27.41
First class dry flat brick flooring
templates over rammed and dressed
foundations and to correct
longitudinal and cross slopes.
Dry brick on edge paving sand
grouted over 50mm thick earth and
mud plaster.
First class brick on edge paving or
flooring laid over and in lime
mortar/in cement sand mortar 1:4,
1:5 or 1:6 etc.
First class dry brick on edge flooring
as described in item no. 27.38
First class flat brick paving or
flooring laid over and in lime
mortar/in cement sand mortar 1:5 or
1:6 etc.
Flat brick paving laid dry over 25mm
thick mud mortar grouted with sand.
Page 196 CSR-1987 [Re-print]
QuantitiesSr. No. Description Unit
(i) In & on lime mortar 10
Sqm 617 -- -- 0.87 0.149
No. of bricks
of size
22.86cm x
11.11cm x
6.83cm
(Nos)
Cement in
bags of
50 kg.
(Bags)
Sand
(cum)
Lime
(quintal)
Surkhi
(cum)
(ii) In & on cement sand mortar
1:6
10
Sqm 617 0.714 0.171 -- --
(iii) In & on cement sand mortar
1:5
10
Sqm 617 0.856 0.171 -- --
(iv) In & on cement sand mortar
1:4
10
Sqm 617 1.025 0.171 -- --
No. of bricks
of size
22.86cm x
11.11cm x
6.83cm
(Nos)
Cement in
bags of
50 kg.
(Bags)
Sand
(cum)
27.42
10
Sqm 575 -- 0.15
27.43
10
Sqm 383 3.01 0.668
27.44
10
Sqm 617 2.725 1.570
27.45
10
Sqm 383 0.70 0.13
27.46 10
Sqm 383 -- --
27.47 10
Sqm 617 -- --
Laying brick on edge soling in road
work.
Dry brick on edge paving sand
grouted over 50mm thick rammed
brick aggregate 40mm gauge.
Flat brick or tile flooring laid in
cement sand mortar 1:4 on 100mm
thick cement concrete 1:8:16 and
100mm sand filling and cement
pointing 1:2 on top.
Brick on edge flooring laid in cement
sand mortar 1:4 in 75mm thick
cement concrete 1:8:16 and cement
pointing 1:2 on top.
Flat brick or tile flooring laid dry over
bed of 6mm thick cement sand
mortar 1:6 grouted with cement
sand mortar 1:4 and top surface to
be cleaned with wire brushes.
Laying flat brick soling in road work.
Page 197 CSR-1987 [Re-print]
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28.1
(a)
(i) All classes of soil except
rocky. 100 cum 1334.00 1344.00
(ii) For ordinary gravel-soil
involving pick work. 100 cum 1803.00 1814.00
(iii) For Semi Conglomerate or
soil of the nature of pick
jumper work. 100 cum 2095.00 2106.00
(b)
(i) All classes of soil except
rocky. 100 cum 1363.00 1373.00
(ii) For ordinary gravel-soil
involving pick work. 100 cum 1901.00 1912.00
CHAPTER NO. 28
WATER SUPPLY
RatesSr. No.
The rates for stringingout cast iron,A.C., P.V.C. and H.D.P.E. pipes and their specials etc. provided
under this chapter which are in the wider sense labour rates in case of which the material is generally
issued to the contractors free of cost from the stores of the Engineer-in-charge or the nearest railway
station, include the carriage of material within a radius of 5km. of the site of works.
Note :- 1.
2
Excavation for pipe lines in
trenches and pits, including
trimming and dressing sides,
levelling of beds of trenches to
correct grade, cutting joint holes,
refilling, consolidation and
watering of refill in 15 cm Layers
and restoration of unmettaled
or unpaved surface to its
original condition including the
cost of necessary shoring,
timbering, dewatering of
rainwater, diversion for traffic,
night singlals, fixing caution
boards, crossing over trenches for
access to the houses, watching,
fencing, etc., and removal of
surplus spoil out side/inside the
town involving lead upto
1.00km.
Description. Unit
Upto 1.5m depth for :-
From 1.5m depth down to 2.25m
depth for :-
Page 198 CSR-1987 [Re-print]
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Description. Unit
(iii) For Semi Conglomerate or
soil of the nature of pick
jumper work. 100 cum 2330.00 2340.00
(c)
(i) All classes of soil except
rocky. 100 cum 1431.00 1442.00
(ii) For ordinary gravel-soil
involving pick work. 100 cum 1970.00 1980.00
(iii) For Semi Conglomerate or
soil of the nature of pick
jumper work. 100 cum 2467.00 2478.00
(d)
(i) All classes of soil except
rocky. 100cum 1523.00 1533.00
(ii) For ordinary gravel-soil
involving pick work. 100cum 2061.00 2072.00
(iii) For Semi Conglomerate or
soil of the nature of pick
jumper work. 100cum 2627.00 2638.00
(e)
(i) All classes of soil except
rocky. 100cum 1614.00 1625.00
(ii) For ordinary gravel-soil
involving pick work. 100cum 2153.00 2163.00
(iii) For Semi Conglomerate or
soil of the nature of pick
jumper work. 100cum 2787.00 2798.00
(f)
(i) All classes of soil except
rocky. 100cum 1706.00 1716.00
(ii) For ordinary gravel-soil
involving pick work. 100cum 2244.00 2255.00
From 2.25m depth down to 3.00m
depth for :-
From 3m depth down to 4.5m
depth for :--
From 4.5m depth down to 6.0m
depth for :--
From 6.0m depth down to 7.50m
depth for :--
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Description. Unit
(iii) For Semi Conglomerate or
soil of the nature of pick
jumper work. 100cum 2947.00 2958.00
28.2
(a) In classes of soil except
rocky. 100cum 940.00 943.00
(b) In ordinary gravel-soil
involving pick work. 100cum 1,409.00 1,413.00
(c) In Semi Conglomerate or soil
of the nature of pick jumper
work. 100cum 1,701.00 1,705.00
28.3 Excavation for Pipe lines in
trenches and pits, in open areas
where disposal of surplus earth
is done along the alignment,
including trimming and dressing
sides, levelling of beds of trenches
to correct grades, cutting joint
holes, refilling, consolidation and
dewatering of refill in 15cm layers
and restoration of unmetalled or
unpaved surface to its original
condition. The rate includes the
Cost of necessary timbering,
dewatering of rainwater, diversion
for traffic, night signals, fixing
caution boards, watching fencing,
etc.,
Excavation for Pipe lines in
trenches and Pits upto 1.5m
Depth including trimming and
dressing sides, levelling of beds of
trenches to correct grade, cutting
joint holes, refilling, consolidation
and watering of refill in 15cm
layers and Restoration of
unmatalled or unpaved surface
to its original condition,
excluding cost of shoring
timbering but including the cost
of dewatering of rain water,
diversion for traffic, night signals,
fixing caution boards, crossing
over trenches for access to the
houses, watching, fencing, etc.,
and removal of surplus spoil out
side/ inside the town involving lead
upto one km.
Page 200 CSR-1987 [Re-print]
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RatesSr. No.
2
Description. Unit
(a)
(i) All classes of soil except
rocky. 100cum 1181.00 1191.00
(ii) In ordinary gravel-soil
involving pick work. 100cum 1651.00 1661.00
(iii) In Semi Conglomerate or soil
of the nature of pick jumper
work. 100cum 1942.00 1953.00
(b)
(i) In all classes of soil except
rocky. 100cum 1215.00 1226.00
(ii) In ordinary gravel-soil
involving pick work. 100cum 1753.00 1764.00
(iii) In Semi Conglomerate or soil
of the nature of pick jumper
work. 100cum 2182.00 2193.00
(c)
(i) In all classes of soil except
rocky. 100cum 1284.00 1294.00
(ii) For ordinary gravel-soil
involving pick work. 100cum 1822.00 1833.00
(iii) For Semi Conglomerate or
soil of the nature of pick
jumper work. 100cum 2320.00 2330.00
(d)
(i) All classes of soil except
rocky. 100cum 1375.00 1386.00
(ii) In ordinary gravel-soil
involving pick work. 100cum 1914.00 1924.00
(iii) In Semi Conglomerate or soil
of the nature of pick jumper
work. 100cum 2480.00 2490.00
Upto 1.5m depth in :-
From 1.5m depth to 2.25m depth
From 2.25m depth down to 3.00m
depth :---
From 3.00m depth down to 4.5m
depth :---
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Description. Unit
(e)
(i) In all classes of soil except
rocky. 100cum 1467.00 1477.00
(ii) In ordinary gravel-soil
involving pick work. 100cum 2005.00 2016.00
(iii) In Semi Conglomerate or soil
of the nature of pick jumper
work. 100cum 2640.00 2650.00
(f)
(i) In all classes of soil except
rocky. 100cum 1558.00 1569.00
(ii) In ordinary gravel-soil
involving pick work. 100cum 2097.00 2107.00
(iii) In Semi Conglomerate or soil
of the nature of pick jumper
work. 100cum 2800.00 2810.00
28.4
(a) In all classes of soil except
rocky. 100cum 787.00 790.00
From 4.5m depth down to 6.00m
depth :---
From 6.0m depth down to 7.5m
depth :---
Excavation for Pipe Lines in
trenches and pits upto 1.5m
Depth in open area where
disposal of surplus earth is done
alongwith alignment, including
trimming and drsessing sides,
levelling of beds of trenches to
correct grade, cutting joint holes,
refilling; consolidation and
watering of refill in 15cm layers
and Restoration of unmetalled
or unpaved surface to its
original condition excluding
cost of shoring and timbering
but including the cost of
dewatering of rain water, diversion
for traffic, night signals, fixing
caution boards, watching, fencing
etc.
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Description. Unit
(b) In ordinary gravel-soil
involving pick work. 100cum 1,257.00 1,260.00
(c) In Semi Conglomerate or soil
of the nature of pick jumper
work. 100cum 1,548.00 1,552.00
(i)
(ii)
Note :-
The contractor must fix sign boards to
indicate the execution of works and
diversion of traffic, etc. The sign boards
will be supplied by the Govt. Department
from their stores but the fixing and
maintenance at site will be done by the
contractor and the rates include the cost
of the same.
The maximum width of trenches for
measurement purposes shall be as given
in P.W.D. specification book and taken
as shown on the diagrams given below.
If the actual width of the trenches is less
than shown on the diagrams below, the
actual volume of excavation only shall
be measured and paid for. If the actual
width of trenches is greater than shown
on the diagrams below, the width to be
measured for calculation of volume of
excavation to be paid for shall be in
accordance with the diagrams given
below :-
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Description. Unit
(iii) If the trenches are carried
down below spring level,
special rates shall be fixed for
heavy timbering dewatering
and pumping appropriate to
the special conditions of each
job.
(iv) The depth of the spring level
below ground level, will be
decided by the Engineer-in-
charge and the decision will
be final and binding on the
contractor.
(v) No extra shall be payable in
respect of item No.28.1 to
28.4 inclusive for any
seepage of water during
excavation above spring
level.
(vi) For rocky soil special rates
shall be fixed.
28.5
(i) Upto 2 km. 100cum 240.00 240.00
(ii) Upto 3 km. 100cum 470.00 470.00
(iii) Upto 4 km. 100cum 690.00 690.00
(iv) Upto 5 km. 100cum 900.00 900.00
(v) Upto 6 km. 100cum 1,050.00 1,050.00
(vi) Upto 7 km. 100cum 1,200.00 1,200.00
(vii) Upto 8 km. 100cum 1,350.00 1,350.00
(viii
)
Upto 9 km. 100cum 1,500.00 1,500.00
(ix) Upto 10 km. 100cum 1,650.00 1,650.00
(x) Subsequent Km.
11Km. to 20 Km. per Km. 100cum 100.00 100.00
Extra for disposal of surplus spoil
on Item No. 28.1 and 28.2 beyond
one km.
Notes :-
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Description. Unit
28.6
10 sqm. 73.00 75.00
28.7
10 sqm. 23.50 26.50
28.8 (a) Consolidation of road cuts
with hammers, hand rollers
and laying of flat brick
soling/pavement (at
formation level) complete so
as to allow unobstructed
traffic. 10 sqm. 248.00 249.00
(b) Recondition road cuts to
its original condition
including cost of material
necessary to make good the
losses, Consolidation of
11.50cm road metal of 40mm
gauge and surface treatment
of 20mm thick premix and
relaying of soling as covered
in item 28.8 (a) above is
necessary. 10 sqm. 271.00 274.00
Notes :- (i) The rates given for items
28.6, 28.7 and 28.8 include
the cost of all watching
fencing and lighting of the
works.
Extra for cutting through
metalled Roads and their
foundation including sorting
screening and stacking the
soling stone and road metal at the
site of work as ordered by the
Engineer-in-charge.
Extra for cutting Through
Cement Concrete Roads and
their foundations including
sorting and stacking the soling
at the site of work as ordered by
the Engineer-in-charge.
The extra quantity and lead for
disposal of surplus earth beyond
one km will only be payable on
written orders certificate of the
officer not below the rank of Sub
Divisional Engineer.
Page 205 CSR-1987 [Re-print]
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Description. Unit
(ii) The width of the works
described in items 28.6, 28.7
and 28.8 shall be measured
by the same rules as those
laid down in note (ii) following
item No.28.4 (The extra width
shall not be paid for, unless
the same was specifically
ordered by the Engineer-in-
charge of the works in
writting).
(iii) All other demolition work in
connection with pipe lines
shall be paid for at the rates
laid down for demolition of
various classes of work under
relative chapters.
28.9
(a) 80mm internal diameter pipe
line laid complete. 10 m 12.50 13.00
(b) 100mm internal diameter
pipe line laid complete. 10 m 15.80 16.50
(c) 125mm internal diameter
pipe line laid complete. 10 m 20.50 21.50
(d) 150mm internal diameter
pipe line laid complete. 10 m 25.60 27.00
(e) 200mm internal diameter
pipe line laid complete. 10 m 37.50 39.00
(f) 250mm internal diameter
pipe line laid complete. 10 m 50.50 52.50
(g) 300mm internal diameter
pipe line laid complete. 10 m 65.00 68.00
(h) 350mm internal diameter
pipe line laid complete. 10 m 83.00 86.50
Stringing out C.I. Pipes and
Specials castings along
trenches and laying the same in
trenches to correct alignment
and gradients including cartage
from divisional store or nearest
Railway station to site of work
and return of pieces of pipes to
stores :--
Page 206 CSR-1987 [Re-print]
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RatesSr. No.
2
Description. Unit
(i) 400mm internal diameter
pipe line laid complete. 10 m 101.00 105.00
(j) 450mm internal diameter
pipe line laid complete. 10 m 120.00 125.00
(k) 500mm internal diameter
pipe line laid complete. 10 m 143.00 149.00
(l) 600mm internal diameter
pipe line laid complete. 10 m 190.00 198.00
28.9
(ii)
(a) 50.8 mm Outside dia pipe
Wall Th. 1.6 mm Metre 4.15 4.15
(b) 63.5 mm Outside dia pipe
Wall Th. 1.6 mm Metre 4.51 4.51
(c) 76.2 mm Outside dia pipe
Wall Th. 1.6 mm Metre 5.09 5.09
(d) 101.6 mm Outside dia pipe
Wall Th. 1.6 mm Metre 6.23 6.23
(e) 152.4 mm Outside dia pipe
Wall Th. 1.6 mm Metre 7.90 7.90
(f) 203.2 mm Outside dia pipe
Wall Th. 2.0 mm Metre 13.92 13.92
(g) 254.0 mm Outside dia pipe
Wall Th. 2.6 mm Metre 21.19 21.19
(h) 304.8 mm Outside dia pipe
Wall Th. 3.1 mm Metre 27.45 27.45
Note :- Rate of item No. 28.9(ii) are based on September 2008.
Stringing out Quick Coupling
Collared steel pipes IS 11722 &
specials castings along trenches &
laying the same in trenches to
correct allignment & gradients
including cartage from divisional
store or nearest railway station to
site of work & return of pieces of
pipes if any to stores.
Page 207 CSR-1987 [Re-print]
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Description. Unit
28.10
(a) 80mm internal diameter pipe
line laid complete.
Per metre
of pipeline
laid,
complete. 6.70 7.10
(b) 100mm internal diameter
pipe line laid complete.
Per metre
of pipeline
laid,
complete. 8.60 9.10
(c) 125mm internal diameter
pipe line laid complete.Per metre
of pipeline
laid,
complete. 11.30 12.00
(d) 150mm internal diameter
pipe line laid complete. Per metre
of pipeline
laid,
complete. 14.10 15.00
(e) 200mm internal diameter
pipe line laid complete. Per metre
of pipeline
laid,
complete. 20.50 21.50
(f) 250mm internal diameter
pipe line laid complete.Per metre
of pipeline
laid,
complete. 27.80 29.50
(g) 300mm internal diameter
pipe line laid complete.Per metre
of pipeline
laid,
complete. 36.00 38.00
(h) 350mm internal diameter
pipe line laid complete.Per metre
of pipeline
laid,
complete. 39.00 41.00
Extra for fixing cast iron
socketted or flanged pipes,
valves and special castings in
vertical position for overhead
reserviors and stand pipes
including cost of all special
scaffolding, derricks, Jim poles,
tools and plants, ropes, guys, etc.
Complete.
Page 208 CSR-1987 [Re-print]
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Description. Unit
(i) 400mm internal diameter
pipe line laid complete.Per metre
of pipeline
laid,
complete. 47.50 50.00
(j) 450mm internal diameter
pipe line laid complete.Per metre
of pipeline
laid,
complete. 57.50 61.00
(k) 500mm internal diameter
pipe line laid complete.
Per metre
of pipeline
laid,
complete. 67.00 71.00
(l) 600mm internal diameter
pipe line laid complete.Per metre
of pipeline
laid,
complete. 89.50 95.00
Notes :- (i) For pipes larger than 600mm
internal diameter, special
rates shall be fixed.
(ii) The extra rate in item No.
28.10 is not applicable to
cases where pipes and
specials are fixed above
ground level in horizontal,
inclined or vertical position
instead of trenches. The rate
given in item No. 28.9 only
shall be payable in such
cases.
(iii) The contractor shall be liable
to make good all damage
caused by breakages, from
the moments pipes and
fittings are handed over to his
charge.
(iv) All measurements shall be
taken along the centre line or
axis of the pipe line through
out its length and shall
include the overall laying
length of sluice valves, etc.,
fixed therein.
Page 209 CSR-1987 [Re-print]
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Description. Unit
28.10
(ii)
(a) 50.8 mm Outside dia pipe
Wall Th. 1.6 mm Per Joint 9.81 9.81
(b) 63.5 mm Outside dia pipe
Wall Th. 1.6 mm Per Joint 10.20 10.20
(c) 76.2 mm Outside dia pipe
Wall Th. 1.6 mm Per Joint 10.63 10.63
(d) 101.6 mm Outside dia pipe
Wall Th. 1.6 mm Per Joint 12.75 12.75
(e) 152.4 mm Outside dia pipe
Wall Th. 1.6 mm Per Joint 17.00 17.00
(f) 203.2 mm Outside dia pipe
Wall Th. 2.0 mm Per Joint 25.50 25.50
(g) 254.0 mm Outside dia pipe
Wall Th. 2.6 mm Per Joint 36.43 36.43
(h) 304.8 mm Outside dia pipe
Wall Th. 3.1 mm Per Joint 51.00 51.00
Note :-
28.11
(a) 80mm internal diameter pipe
line laid complete. 10 metre 8.50 9.00
(b) 100mm internal diameter
pipe line laid complete. 10 metre 11.00 12.00
(c) 150mm internal diameter
pipe line laid complete. 10 metre 16.50 17.50
Stringing out A.C. Pipes and
specials casting along the
trenches and laying the same
into Trenches to correct
alignment and gradients,
including cartage from
Divisional Stores or nearest
Railway Station to site of works
and return of pieces of pipes to
stores :----
Jointing Collared steel pipes IS
11722 with Couplers including
cartage of coupler from divisonal
store to site of work. (Coupler will
be supplied by the department free
of cost)
Rate of item No. 28.10(ii) are based on September 2008.
Page 210 CSR-1987 [Re-print]
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Description. Unit
(d) 200mm internal diameter
pipe line laid complete. 10 metre 26.50 28.50
(e) 250mm internal diameter
pipe line laid complete. 10 metre 35.00 37.50
28.12
(a) 63mm outer diameter pipe
line laid complete. 10 metre 3.95 4.30
(b) 75mm outer diameter pipe
line laid complete. 10 metre 4.75 5.10
(c) 90mm outer diameter pipe
line laid complete. 10 metre 5.80 6.30
(d) 110mm outer diameter pipe
line laid complete. 10 metre 7.40 8.00
(e) 160mm outer diameter pipe
line laid complete. 10 metre 11.00 11.80
28.13
(a) 90mm outer diameter pipe
line laid complete. 10 metre 7.00 7.50
(b) 110mm outer diameter pipe
line laid complete. 10 metre 9.20 9.90
(c) 160mm outer diameter pipe
line laid complete. 10 metre 14.60 15.50
Stringing out P.V.C. Pipes and
specials casting along the
Trenches and laying the same
in Trenches to correct
alignment and gradients,
Including cartage from
Divisional stores or nearest
Railway Station to site of works
and return of pieces of pipes to
stores :---
Strining out H.D.P.E. Pipes and
specials casting along the
Trenches and Laying the same
in Trenches to correct
alignement and gradients,
including cartage from
Divisional Stores or nearest
Railway station to site of works
and return of pieces of pipes to
stores :---
Page 211 CSR-1987 [Re-print]
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Description. Unit
28.14
(a) 80mm internal diameter pipe
line. Per cut 3.30 3.60
(b) 100mm internal diameter
pipe line. Per cut 4.70 5.10
(c) 125mm internal diameter
pipe line. Per cut 5.90 6.40
(d) 150mm internal diameter
pipe line. Per cut 6.80 7.40
(e) 200mm internal diameter
pipe line. Per cut 10.30 11.30
(f) 250mm internal diameter
pipe line. Per cut 12.30 13.40
(g) 300mm internal diameter
pipe line. Per cut 14.80 16.20
(h) 350mm internal diameter
pipe line. Per cut 17.80 19.50
(i) 400mm internal diameter
pipe line. Per cut 21.00 23.10
(j) 450mm internal diameter
pipe line. Per cut 23.20 25.40
(k) 500mm internal diameter
pipe line. Per cut 27.30 29.90
(l) 600mm internal diameter
pipe line. Per cut 32.00 35.00
28.14
(ii)
(a) 50.8 mm Outside dia pipe
Wall Th. 1.6 mm Per Cut 4.81 4.81
(b) 63.5 mm Outside dia pipe
Wall Th. 1.6 mm Per Cut 5.17 5.17
Cutting of Collared steel pipes IS
11722 & specials with Hexa and
Chipping & Filling the cut surface
to a Uniform Finish.
Cutting cast Iron pipes and
specials and chipping or filing
the surface to a uniform finish :--
--
Page 212 CSR-1987 [Re-print]
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Description. Unit
(c) 76.2 mm Outside dia pipe
Wall Th. 1.6 mm Per Cut 5.82 5.82
(d) 101.6 mm Outside dia pipe
Wall Th. 1.6 mm Per Cut 7.35 7.35
(e) 152.4 mm Outside dia pipe
Wall Th. 1.6 mm Per Cut 12.69 12.69
(f) 203.2 mm Outside dia pipe
Wall Th. 2.0 mm Per Cut 15.51 15.51
(g) 254.0 mm Outside dia pipe
Wall Th. 2.6 mm Per Cut 17.45 17.45
(h) 304.8 mm Outside dia pipe
Wall Th. 3.1 mm Per Cut 19.94 19.94
Note :-
28.15
(a) 80mm internal diametre pipe
line. Per cut 2.10 2.30
(b) 100mm internal diameter
pipe line. Per cut 2.70 2.95
(c) 150mm internal diameter
pipe line. Per cut 3.60 3.95
(d) 200mm internal diameter
pipe line. Per cut 4.75 5.25
(e) 250mm internal diameter
pipe line. Per cut 5.95 6.55
28.16
(a) 63mm outer diametre pipe
line. Per cut 0.75 0.85
(b) 75mm outer diametre pipe
line. Per cut 0.90 1.00
(c) 90mm outer diametre pipe
line. Per cut 1.05 1.15
Cutting A.C. Pipes and specials
and chipping or filling the cut
surface to a Uniform Finish.
Cutting P.V.C. pipes and
specials and Chipping or Filling
the cut surface to a Uniform
Finish.
Rate of item No. 28.14(ii) are based on September 2008.
Page 213 CSR-1987 [Re-print]
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Description. Unit
(d) 110mm outer diametre pipe
line. Per cut 1.35 1.50
(e) 160mm outer diametre pipe
line. Per cut 1.80 2.00
28.17
(a) 90mm outer diametre pipe
line. Per cut 1.20 1.35
(b) 110mm outer diametre pipe
line. Per cut 1.60 1.75
(c) 160mm outer diametre pipe
line. Per cut 2.10 2.30
28.18
Plains.
(in Rs.)
Sub-
mountaino
us region.
(in Rs.)
Quantity
of lead
per joint
in Kg.
Quantity
of yarn
per joint
in kg.
1 3 4 5 6 7
(a) 80mm Per joint 9.50 10.30 1.90 0.11
(b) 100mm Per joint 11.80 12.80 2.40 0.17
(c) 125mm Per joint 14.00 15.00 2.90 0.20
(d) 150mm Per joint 14.50 15.50 3.60 0.23
(e) 200mm Per joint 19.50 21.00 4.90 0.29
(f) 250mm Per joint 23.50 25.50 6.80 0.34
Cutting H.D.P.E. pipes and
specials and Chipping and
Filling the cut surface to a
Uniform Finish.
Jointing Cast Iron Socketted
Pipes Valves and specials with
run lead caulked joints
Excluding cost of lead and yarn
but including cost of labour
Fuel and Tools etc. tested
complete.
Rates
2
Internal diameter of pipe line.
Sr. No. Description. Unit
Page 214 CSR-1987 [Re-print]
Plains.
(in Rs.)
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(in Rs.)
1 3 4 5
RatesSr. No.
2
Description. Unit
(g) 300mm Per joint 25.00 27.00 7.90 0.48
(h) 350mm Per joint 29.00 31.00 9.10 0.63
(i) 400mm Per joint 34.00 36.50 10.30 0.74
(j) 450mm Per joint 38.00 40.50 14.40 0.94
(k) 500mm Per joint 42.50 45.50 16.80 1.02
(l) 600mm Per joint 55.50 59.50 20.90 1.21
28.19
(a) 80mm internal diametre of
pipe, valves or specials. Each 6.20 6.60
(b) 100mm internal diametre of
pipe, valves or specials. Each 7.00 7.40
(c) 125mm internal diametre of
pipe, valves or specials. Each 8.30 8.80
(d) 150mm internal diametre of
pipe, valves or specials. Each 10.10 10.70
(e) 200mm internal diametre of
pipe, valves or specials. Each 14.60 15.40
(f) 250mm internal diametre of
pipe, valves or specials. Each 23.50 25.00
(g) 300mm internal diametre of
pipe, valves or specials. Each 31.50 33.50
(h) 350mm internal diametre of
pipe valves or specials. Each 37.50 40.50
(i) 400mm internal diametre of
pipe, valves or specials. Each 47.00 51.00
(j) 450mm internal diametre of
pipe, valves or specials. Each 50.00 54.00
(k) 500mm internal diametre of
pipe, valves or specials. Each 53.50 57.50
(l) 600mm internal diametre of
pipe, valves or specials. Each 68.50 73.50
Making flanged joints for Cast
Iron pipes, valves and specials.
Page 215 CSR-1987 [Re-print]
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(in Rs.)
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1 3 4 5
RatesSr. No.
2
Description. Unit
Notes :- (i) The rubber insertion 3mm
thick, required for making the
joints will be issued in
rectangular sheets or rools at
stock issue rates in force ex-
divisional stores or F.O.R.
nearest Railway Station.
(ii) All bolts, nuts and washers
for flanged joints will be
supplied without charge to
the contractor, ex-divisional
stores or delivered, F.O.R.
nearest Railway Station. The
contractor at his own
expense and charge will take
delivery of jointing Materials
and bolts, nuts and washers,
transport the same to site of
work.
28.20
(a) 80mm internal diametre of
pipe, valves or specials. Per joint 4.70 5.15
(b) 100mm internal diametre of
pipe, valves or specials. Per joint 5.30 5.80
(c) 125mm internal diametre of
pipe, valves or specials. Per joint 6.10 6.60
(d) 150mm internal diametre of
pipe, valves or specials. Per joint 6.30 6.90
(e) 200mm internal diametre of
pipe, valves or specials. Per joint 6.55 7.15
(f) 250mm internal diametre of
pipe, valves or specials. Per joint 7.10 7.75
(g) 300mm internal diametre of
pipe, valves or specials. Per joint 8.50 9.30
(h) 350mm internal diametre of
pipe valves or specials. Per joint 9.40 10.30
Jointing cast Iron Socketted
Pipes Valves and specials with
rubber tyton joints fitted
complete including cost of
Labour and Tools, Etc. and
tested complete.
Page 216 CSR-1987 [Re-print]
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RatesSr. No.
2
Description. Unit
(i) 400mm internal diametre of
pipe, valves or specials. Per joint 11.30 12.40
(j) 450mm internal diametre of
pipe, valves or specials. Per joint 13.10 14.30
(k) 500mm internal diametre of
pipe, valves or specials. Per joint 14.20 15.50
(l) 600mm internal diametre of
pipe, valves or specials. Per joint 18.90 20.60
Notes :-
28.21
(a) 80mm internal diametre Per joint 3.20 3.50
(b) 100mm internal diametre Per joint 4.00 4.40
(c) 150mm internal diametre Per joint 5.35 5.85
(d) 200mm internal diametre Per joint 8.10 8.80
(e) 250mm internal diametre Per joint 10.70 11.70
The rubber rings for tyton joints
will be supplied, without charge to
the contractor, ex-divisional stores
or delivered F.O.R. nearest
Railway Station. The contractor at
his own ex-pense and charge will
take delivery and transport the
same to site of work.
Jointing A.C. Pipes and specials
with A.C. complings or cast iron
detachable joints fittings with
bolts and nuts of grooved ends
excluding the cost of C.I.D.
joints, A.C. couplings rubber
rings Bolts and nuts but
including Cartage of the same
from Divisional stores or
nearest Railway station to site
of works and including testing
etc., Complete in all respects :-
Page 217 CSR-1987 [Re-print]
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(in Rs.)
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(in Rs.)
1 3 4 5
RatesSr. No.
2
Description. Unit
28.22
(a) 63mm outer diametre and
specials. Per joint 1.15 1.25
(b) 75mm outer diametre and
specials. Per joint 1.35 1.45
(c) 90mm outer diametre and
specials. Per joint 1.60 1.75
(d) 110mm outer diametre and
specials. Per joint 2.00 2.20
(e) 160mm outer diametre and
specials. Per joint 2.70 2.90
28.23
(a) 90mm outer diametre and
specials. Per joint 4.25 4.55
(b) 100mm outer diametre and
specials. Per joint 5.30 5.70
(c) 160mm outer diametre and
specials. Per joint 7.10 7.60
28.24
(a) 80mm internal diametre of
valves Each 14.10 15.40
Jointing P.V.C. Pipes and
specials with P.V.C. Couplings
and Cement solvent excluding
the cost of P.V.C. Couplings
and Cement solvent but
including Cartage of the same
from Divisioanal Stores or
nearest Railway Station to site
of works and including testing
etc., Complete in all respects.
Jointing H.D.P.E. Pipe and
specials including Cartage of
the jointing material from
Divisional Store or nearest
Railway Station to site of work
and including testing etc.
Complete in all respect.
Extra for fixing sluice valves,
socketted or flanged, including
Cartage from stores or nearest
Railway Station to Site of Work.
Page 218 CSR-1987 [Re-print]
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RatesSr. No.
2
Description. Unit
(b) 100mm internal diametre of
valves Each 16.50 18.00
(c) 125mm internal diametre of
valves Each 18.50 20.50
(d) 150mm internal diametre of
valves Each 22.00 24.00
(e) 200mm internal diametre of
valves Each 26.50 28.50
(f) 250mm internal diametre of
valves Each 34.00 37.00
(g) 300mm internal diametre of
valves Each 38.00 41.00
(h) 350mm internal diametre of
valves Each 42.50 45.50
(i) 400mm internal diametre of
valves Each 48.00 51.50
(j) 450mm internal diametre of
valves Each 55.00 59.00
(k) 500mm internal diametre of
valves Each 64.00 68.00
(l) 600mm internal diametre of
valves Each 79.50 84.00
Notes :-
28.25
Each 15.10 16.40
Notes :-
28.26
Each 53.50 57.00
Joints for sluice valves shall be
paid for separately as per items
28.18 and 28.19
Extra for fixing Fire Hydrants all
sizes, including Cartage from
Divisional Stores or nearest
Railway Station to Site of Works.
Extra for fixing Single air Valves
all sizes including Cartage from
Divisional Stores or nearest
Railway Station to Site of Works,
drilling tappling and screwing in
valve connection.
Joint for hydrants shall be paid
separately as per item No.28.19
Page 219 CSR-1987 [Re-print]
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(in Rs.)
1 3 4 5
RatesSr. No.
2
Description. Unit
28.27
Each 15.00 16.00
Notes :-
28.28
(a) 80mm internal diametre of
flap valve. Each 14.10 15.40
(b) 100mm internal diametre of
flap valve. Each 16.50 18.00
(c) 125mm internal diametre of
flap valve Each 18.50 20.50
(d) 150mm internal diametre of
flap valve Each 22.00 24.00
(e) 200mm internal diametre of
flap valve. Each 26.50 28.50
(f) 250mm internal diametre of
flap valve Each 34.00 37.00
(g) 300mm internal diametre of
flap valve Each 38.00 41.00
(h) 350mm internal diametre of
flap valve Each 42.50 45.50
(i) 400mm internal diametre of
flap valve Each 48.00 51.50
(j) 450mm internal diametre of
flap valve Each 55.00 59.00
(k) 500mm internal diametre of
flap valve Each 64.00 68.00
(l) 600mm internal diametre of
flap valve Each 79.50 84.00
Extra for fixing double air
Valves all sizes including
Cartage from Divisional Stores or
nearest Railway station to Site of
Works.
Extra for fixing flap Valves in
pipe lines including cartage
from Divisional Stores or nearest
Railway Station to site of works.
The joints for double and single air
valves shall be paid separately as
per item No.28.19
Page 220 CSR-1987 [Re-print]
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(in Rs.)
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RatesSr. No.
2
Description. Unit
Notes :- (i) Joint for flap valves shall be
paid as per Item No.28.18
and 28.19
(ii) Masonry, brick work and
concrete construction for
washout and flap valves
chembers shall be paid for
separately at the rates given
for the corresponding items
of common schedule of rates
for respective zones.
28.29
Each 10.00 10.70
28.30
Each 10.20 10.90
28.31
Each 10.70 11.40
28.32
Each 11.00 11.70
Notes :- (i) All surface boxes will be
supplied without charge, ex-
Divisional Stores or F.O.R.
nearest Railway Station.
Fixing cast iron single air
valves surface boxes including
cartage from Divisional Stores or
nearest Railway Station and
embedding to correct levels in
Cement mortar 1:3.
Fixing cast iron double air
valves surface boxes including
cartage from Divisional Stores or
nearest Railway Station and
embedding to correct levels in
Cement mortar 1:3.
Fixing cast iron sluice valves,
surface boxes including cartage
from Divisional Stores or nearest
Railway Station and embedding to
correct levels in Cement mortar
1:3.
Fixing cast iron fire hydrants
surface boxes including
carriage from Divisional Stores
or nearest Railway Station and
embedding to correct levels in
Cement mortar 1:3.
Page 221 CSR-1987 [Re-print]
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(in Rs.)
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RatesSr. No.
2
Description. Unit
(ii) Payment for lime concrete,
brick work, pitching etc.
required in connection with
the construction of brick work
Pits or chambers for sluice
valves, flap valves, air
valves, hydrants, break
pressure tanks, ball valves
chambers and other works
for water supply pipe lines
where no composite rate
exists will be made on the
basis of actual
measurements for each class
of work at the rates laid down
for the appropriate classes of
work in schedule of rates and
no extra will be payable due
to the limited quanitites of the
work or difficulties of
construction or other causes.
28.33
(a) 10mm internal diametre. Each 22.00 23.00
(b) 15mm internal diametre. Each 23.00 24.00
(c) 20mm internal diametre. Each 32.50 34.50
(d) 25mm internal diametre. Each 39.00 41.50
(e) 32mm internal diametre. Each 44.50 48.00
(f) 40mm internal diametre. Each 48.50 52.00
Notes :-
Drilling and tapping cast iron
pipe lines of all diameters and
screwing in Ferrule and
connections.
Size of Ferrule:
Ferrule will be supplied without
charge to the contractor, ex-
Divisional store or from nearest
Railway Station. The fixing rate
includes cartage to site of work
and also the cost of excavation up
to the main and filling in and
making good the surface after
finishing the job. The rate is for
complete job.
Page 222 CSR-1987 [Re-print]
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(in Rs.)
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(in Rs.)
1 3 4 5
RatesSr. No.
2
Description. Unit
28.34
(i) 15mm internal diameter of
pipe line. Metre 4.90 5.40
(ii) 20mm internal diameter of
pipe line. Metre 5.55 6.10
(iii) 25mm internal diameter of
pipe line. Metre 6.70 7.30
(iv) 32mm internal diameter of
pipe line. Metre 7.70 8.40
(v) 40mm internal diameter of
pipe line. Metre 8.00 8.75
(vi) 50mm internal diameter of
pipe line. Metre 9.60 10.50
(b)
(i) 15mm internal diameter of
pipe line. Metre 10.50 11.60
(ii) 20mm internal diameter of
pipe line. Metre 11.70 12.80
(iii) 25mm internal diameter of
pipe line. Metre 14.00 15.30
(iv) 32mm internal diameter of
pipe line. Metre 16.20 17.60
(v) 40mm internal diameter of
pipe line. Metre 16.80 18.40
(vi) 50mm internal diameter of
pipe line. Metre 20.20 22.00
Labour for laying, jointing fixing
and testing G.I.Pipe lines and
specials, tees, bends, sockets,
elbows etc., Inside building and
testing etc., complete including
cutting threading :-
Including cost of specials :-
Page 223 CSR-1987 [Re-print]
Plains.
(in Rs.)
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(in Rs.)
1 3 4 5
RatesSr. No.
2
Description. Unit
28.35
(a)
(i) 20mm outer diameter of pipe
line. Metre 4.25 4.65
(ii) 25mm outer diameter of pipe
line. Metre 5.05 5.55
(iii) 32mm outer diameter of pipe
line. Metre 5.80 6.35
(iv) 40mm outer diameter of pipe
line. Metre 6.00 6.55
(v) 50mm outer diameter of pipe
line. Metre 7.15 7.85
(b)
(i) 20mm outer diameter of pipe
line. Metre 8.90 9.80
(ii) 25mm outer diameter of pipe
line. Metre 10.60 11.70
(iii) 32mm outer diameter of pipe
line. Metre 12.20 13.30
(iv) 40mm outer diameter of pipe
line. Metre 12.60 13.80
(v) 50mm outer diameter of pipe
line. Metre 15.00 16.50
28.36
(a) 15mm internal diameter Metre 1.60 1.70
(b) 20mm internal diameter Metre 2.00 2.15
Labour for laying jointing fixing
and testing H.D.P.E./P.V.C. Pipe
lines and specials, tees, bends,
sockets, elbows etc. inside
building and testing etc.
complete including cutting and
wastage.
Excluding cost of specials :-
Including cost of specials :-
Labour for laying, jointing,
fixing and testing G.I. Pipe
Lines and Specials tees, bends,
sockets elbow etc. In trenches in
the ground, cutting, threading and
testing etc., complete.
Page 224 CSR-1987 [Re-print]
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2
Description. Unit
(c) 25mm internal diameter Metre 2.50 2.75
(d) 32mm internal diameter Metre 3.65 4.00
(e) 40mm internal diameter Metre 3.85 4.20
(f) 50mm internal diameter Metre 4.05 4.40
(g) 65mm internal diameter Metre 4.10 4.50
(h) 80mm internal diameter Metre 4.55 4.95
(i) 100mm internal diameter Metre 5.40 5.85
28.37
(A)
(a) 20mm outer diameter Metre 1.35 1.45
(b) 25mm outer diameter Metre 1.65 1.80
(c) 32mm outer diameter. Metre 2.45 2.65
(d) 40mm outer diameter. Metre 2.55 2.80
(e) 50mm outer diameter. Metre 2.70 2.95
28.37
(B)
(a) 20mm outer diameter Metre 1.20 1.35
(b) 25mm outer diameter Metre 1.50 1.65
(c) 32mm outer diameter. Metre 2.20 2.40
(d) 40mm outer diameter. Metre 2.35 2.60
(e) 50mm outer diameter. Metre 2.55 2.80
Labour for laying, jointing,
fixing and testing H.D.P.E. Pipe
Lines and Specials teec, bends,
sockets, elbow etc,. In the
trenches in the ground cutting
testing etc. complete.
Labour for laying jointing, fixing
and testing P.V.C. Pipe lines of
10 kg/cm² working Pressure and
Specials teec, bends, Sockets,
elbow etc. in the trenches in the
ground cutting testing etc.
complete.
Page 225 CSR-1987 [Re-print]
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(in Rs.)
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(in Rs.)
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RatesSr. No.
2
Description. Unit
28.38
(a)
(i) 15mm internal diameter of
pipe line. Metre 4.90 5.40
(ii) 20mm internal diameter of
pipe line. Metre 5.55 6.10
(iii) 25mm internal diameter of
pipe line. Metre 6.70 7.30
(iv) 32mm internal diameter of
pipe line. Metre 7.70 8.40
(v) 40mm internal diameter of
pipe line. Metre 8.00 8.75
(vi) 50mm internal diameter of
pipe line. Metre 9.60 10.50
(b)
(i) 15mm internal diameter of
pipe line. Metre 10.50 11.60
(ii) 20mm internal diameter of
pipe line. Metre 11.70 12.80
(iii) 25mm internal diameter of
pipe line. Metre 14.00 15.30
(iv) 32mm internal diameter of
pipe line. Metre 16.20 17.60
(v) 40mm internal diameter of
pipe line. Metre 16.80 18.40
(vi) 50mm internal diameter of
pipe line. Metre 20.20 22.00
Excluding cost of specials :-
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.
Including cost of specials :-
Page 226 CSR-1987 [Re-print]
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(in Rs.)
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RatesSr. No.
2
Description. Unit
28.39
(a) 15mm internal diameter of
pipe Metre 1.60 1.70
(b) 20mm internal diameter of
pipe Metre 2.00 2.15
(c) 25mm internal diameter of
pipe Metre 2.50 2.75
(d) 32mm internal diameter of
pipe. Metre 3.65 4.00
(e) 40mm internal diameter of
pipe Metre 3.85 4.20
(f) 50mm internal diameter of
pipe. Metre 4.05 4.40
(g) 65mm internal diameter of
pipe. Metre 4.10 4.50
(h) 80mm internal diameter of
pipe. Metre 4.55 4.95
(i) 100mm internal diameter of
pipe. Metre 5.40 5.85
(i) Holder bats, flanged joints,
unlons and making chases in
walls will be paid for
separately.
Labour for laying jointing,
fixing, and testing W.I. (Red)
steam pipe line, specials, tees,
bends, sockets, elbows etc., IN
trenches in the gound including
cutting, threading and testing etc.,
complete but excluding cost of
specials.
Notes :-
Page 227 CSR-1987 [Re-print]
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Description. Unit
(ii) All G.I/H.D.P.E./P.V.C./W.I.
pipes and specials shall be
obtained by indent upon the
Executive Engineer, Public
Health concerned, and direct
purchases by the contractor
shall not be permitted except
in such special cases as shall
be allowed in writing by the
Executive Engineer.
(iii) All G.I/H.D.P.E./P.V.C./W.I.
pipes and specials, bends,
tees, etc., will be supplied ex-
divisional stores or F.O.R.
nearest Railway Station at
the Divisional Stock issue
rates in force when the
specials are indented for and
the rates include the cost of
cartage to the site of works
including fixing, jointing and
testing etc., complete.
(iv) Square elbow must not be
used for any work, but round
elbows used instead.
(v) Short lengths of G.I./P.V.C.
and H.D.P.E. pipes lines,
upto 9m in connection with
construction of stand post
and other such works will be
paid at rates meant for inside
building work.
28.40
(a) 15mm internal diameter Each 2.10 2.25
(b) 20mm internal diameter Each 2.40 2.55
(c) 25mm internal diameter Each 2.85 3.05
(d) 32mm internal diameter Each 3.20 3.45
Extra for fixing flanged joints on
G.I. & W.I.Pipe lines including
cost of jointing meterail.
Page 228 CSR-1987 [Re-print]
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Description. Unit
(e) 40mm internal diameter Each 3.65 3.85
(f) 50mm internal diameter Each 4.85 5.15
(g) 65mm internal diameter Each 5.20 5.55
(h) 80mm internal diameter Each 6.20 6.60
(i) 100mm internal diameter Each 7.00 7.40
(i) The jointing material for the
above will be supplied Ex-
Divisional Stores or F.O.R.
nearest Railway Stastion at
the Stock issue rates inforce
when the material is indented
for.
(ii) All bolts, nuts and washers
will be supplied without
charge to the contractor, ex-
divisional stores or F.O.R.
nearest Railway Station and
the rate includes the cost of
cartage to site of works.
28.41
(a) 15mm internal diameter Each 1.30 1.40
(b) 20mm internal diameter Each 1.65 1.80
(c) 25mm internal diameter Each 2.00 2.15
(d) 32mm internal diameter Each 2.40 2.55
(e) 40mm internal diameter Each 2.50 2.65
(f) 50mm internal diameter Each 3.00 3.20
(g) 65mm internal diameter Each 3.50 3.75
(h) 80mm internal diameter Each 3.70 3.95
(i) 100mm internal diameter Each 4.10 4.35
Extra for fixing and jointing
Union Couplings in G.I. and W.I.
Pipe lines.
Notes :-
Notes :-
Page 229 CSR-1987 [Re-print]
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2
Description. Unit
(i) These unions shall be fixed
on branches at or near to the
junctions with the main
G.I.Pipe Line and also at
intervals of about 30 metres
on all pipe lines laid in the
ground, and at intervals of 18
metres to 24 metres on pipe
lines laid on roofs and inside
buildings.
(ii) The rates apply to couplings
on straight lines, branches
and also on bends.
(iii) The couplings will be
supplied without charge to
the contractor Ex-Divisional
Stores or F.O.R. nearest
Railway Station and the rate
includes cost of cartage,
fixing and testing etc.,
complete.
28.42
(a) 15mm internal diameter of
sleeve pipe Metre 3.85 4.25
(b) 20mm internal diameter of
sleeve pipe Metre 4.20 4.60
(c) 25mm internal diameter of
sleeve pipe Metre 5.20 5.70
(d) 32mm internal diameter of
sleeve pipe Metre 5.25 5.75
(e) 40mm internal diameter of
sleeve pipe Metre 6.55 7.15
(f) 50mm internal diameter of
sleeve pipe Metre 7.30 8.00
(g) 65mm internal diameter of
sleeve pipe Metre 7.40 8.10
Labour for fixing G.I. or W.I.Pipe
sleeve pieces in holes in walls,
floors and roofs rounds pipes
including all cutting and
wastage:-
Page 230 CSR-1987 [Re-print]
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2
Description. Unit
(h) 80mm internal diameter of
sleeve pipe Metre 7.50 8.15
(i) 100mm internal diameter of
sleeve pipe Metre 8.85 9.65
28.43
(a) 15mm internal diameter of
pipe line. Each 2.90 3.15
(b) 20mm internal diameter of
pipe line. Each 2.90 3.15
(c) 25mm internal diameter of
pipe line. Each 3.65 3.95
(d) 32mm internal diameter of
pipe line. Each 3.65 3.95
(e) 40mm internal diameter of
pipe line. Each 4.15 4.50
(f) 50mm internal diameter of
pipe line. Each 4.15 4.50
(g) 65mm internal diameter of
pipe line. Each 4.85 5.25
(h) 80mm internal diameter of
pipe line. Each 4.85 5.25
(i) 100mm internal diameter of
pipe line. Each 5.80 6.30
(i) Holder bats are generally
required to be fixed at
intervals of about 2.4 metres
on straight line.
Fixing galvanised malleable
iron holder bats hold fasts to
pipe lines fixed on walls and
ceilings including all cuttings to
walls and making good to original
condition :-
Notes :-
Page 231 CSR-1987 [Re-print]
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2
Description. Unit
(ii) The holder bats will be
supplied free of cost to the
contractor ex-divisional
stores or nearest Railway
Station. The rates include the
cost of carriage and labour
etc., to site of works.
28.44
(a) 15mm internal diameter Each 3.20 3.45
(b) 20mm internal diameter Each 3.90 4.20
(c) 25mm internal diameter Each 4.35 4.70
(d) 32mm internal diameter Each 5.00 5.40
(e) 40mm internal diameter Each 5.80 6.30
(f) 50mm internal diameter Each 7.75 8.40
(g) 65mm internal diameter Each 10.00 10.80
(h) 80mm internal diameter Each 10.80 11.60
(i) 100mm internal diameter Each 11.20 12.10
Peet valves will eb supplied
free of cost to the contractor
ex-divisional stores or
nearest Railway Station.
28.45
(a) 15mm internal diameter Each 2.75 3.00
(b) 20mm internal diameter Each 3.40 3.70
Fixing and jointing gun-metal
peet valves (Heavy Pattern) with
hand wheels, on G.I. Pipe lines
laid in the ground or inside
buildings Including Cartage from
Divisional stores or nearest
Railway Station to site of works :-
Notes :-
Fixing screw down stop cocks
of gun-metal or hard brass on
G.I.Pipe lines laid in the ground
or inside buildings Including
Cartage from Divisional Stores or
nearest Railway Station to site of
works :-
Page 232 CSR-1987 [Re-print]
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Description. Unit
(c) 25mm internal diameter Each 3.60 3.90
(d) 32mm internal diameter Each 4.05 4.45
(e) 40mm internal diameter Each 4.35 4.75
(f) 50mm internal diameter Each 6.75 7.40
The stop cocks will be
supplied free of cost to the
contractor Ex-Divisional
Stores or nearest railway
Station.
28.46
(a) 15mm internal diameter Each 1.90 2.10
(b) 20mm internal diameter Each 2.00 2.20
(c) 25mm internal diameter Each 2.15 2.35
(d) 32mm internal diameter Each 2.35 2.55
(e) 40mm internal diameter Each 2.65 2.90
(f) 50mm internal diameter Each 3.80 4.15
28.47
(a) 15mm internal diameter Each 5.10 5.60
(b) 20mm internal diameter Each 5.10 5.60
(c) 25mm internal diameter Each 6.70 7.30
(d) 32mm internal diameter Each 6.70 7.30
(e) 40mm internal diameter Each 8.80 9.60
(f) 50mm internal diameter Each 10.20 11.10
28.48
Fixing ball valves including
cartage from Divisional stores or
nearest Railway station to site of
works.
Notes :-
Fixing bib taps of Gun-metal or
hard brass on G.I. pipe lines
Including Cartage from divisional
Stores or nearest Railway Station
to site of works :-
Fixing chromium plated brass
shower rose including cartage
from Divisional Store or nearest
Railway Station to site of works :-
Page 233 CSR-1987 [Re-print]
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2
Description. Unit
(a) 150mm internal diameter
with 15mm or 20mm inlet. Each 1.90 2.00
(b) 100mm internal diameter
with 15mm or 20mm inlet. Each 1.90 2.00
28.49
Each 31.45 34.25
28.50
Each 22.00 24.00
28.51
Each 7.50 8.00
(i) The surface boxes will be
supplied free of cost to the
contractor Ex-Divisional
Stores or nearest Railway
Station.
Making connection with the
existing G.I. branch main up to
40mm size including cutting and
threading pipe etc. complete
excluding cost of tee and ling
screw, but including cartage of
material to site.
Fixing water meter and stop
coct in G.I. pipe line up to
25mm size including cutting and
threading pipe and making long
screw etc. complete including
cost of G.I. Jam nut but
excluding cost of water meter
and stop cock.
Fixing Peet Valve and stop Cock
Surface boxes (Cast Iron)
including cartage from Divisional
stores or nearest Railway station
to site of works.
Notes :-
Page 234 CSR-1987 [Re-print]
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Description. Unit
28.52
(a) Upto 300mm internal
diameter. Each 50.00 51.00
(b) Exceeding 300mm internal
diameter but not exceeding
450mm internal diameter. Each 83.00 85.00
(c) Exceeding 450mm internal
idameter but not exceeding
600mm internal diameter. Each 126.00 130.00
28.53
(a) Upto 200mm internal
diameter.Each
connection. 77.80 85.50
(b) Exceeding 200mm internal
diameter but not exceeding
300mm internal diameter.Each
connection. 97.20 106.90
Bailing out water from the
trenches for making new
connections in fully charged
pipe lines including cleaning
trimming and dressing the
trenches to correct alignment and
grade as required by the Engineer-
in-charge.
Size of the main with which
connection is to be made.
Fixing bell mouths with or
without Puddle Collars Puddle
collar Pieces and Plain,
Socketted or flanged Pipes in
brick works, cement concrete or
reinforced Cement Concrete
used for inlets, outlets, scour and
overflow pipes of the overhead
service reservoirs of the length of
pipe of special embedded to
Correct alignment and Levels
including the cost of cutting
hole if required, cement concrete
filling around the pipes or specials
and making good the joint water
tight including repointing,
replastering and colour or white-
washing as prequired by the
Engineer-in-charge.
Page 235 CSR-1987 [Re-print]
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Description. Unit
(c) Exceeding 300mm internal
diameter but not exceeding
450mm internal diameter.Each
connection. 116.65 128.30
(d) Exceeding 450mm internal
diameter but not exceeding
600mm internal diameter.Each
connection. 145.80 160.40
28.54
(a) 15mm internal diameter
alkathene pipe (Normal
Gauge). Metre 0.85 0.95
(b) 20mm internal diameter
alkathene pipe (Normal
Gauge). Metre 0.90 1.00
(c) 25mm internal diameter
alkathene pipe (Normal
Gauge). Metre 1.50 1.65
(d) 32mm internal diameter
alkathene pipe (Normal
Gauge). Metre 1.60 1.70
(e) 40mm internal diameter
alkathene pipe (Normal
Gauge). Metre 1.65 1.80
(f) 50mm internal diameter
alkathene pipe (Normal
Gauge). Metre 2.45 2.65
28.55
(a) 150mm C.I. pipe, bends,
specials and heads complete
for ventilating column built
into the walls. Each 88.00 94.00
Labour for laying, jointing,
fixing and testing alkathene
pipe lines and specials, tees,
bends, sockets, elbows, etc., in
trenches and testing etc.
complete.
Labour rates including materials
in erecting, fixing and jointing
fixtures to fitter beds, clear water
tanks and sedimentation tanks,
etc.
Page 236 CSR-1987 [Re-print]
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2
Description. Unit
(b) Cast iron 'V' uotch with base
including embedding in 1:2
cement sand mortar setting
both in 1:1 cement sand
grouting levelling up and
finishing complete. Each 107.00 116.00
(c) Fixing water level recorders
or rate of flow indicators
complete including grouting
H.D. bolts and brackets
guiders for wire, etc., in 1:1
cement sand mortar. Each 204.00 220.00
(d) Fitting in position equilibrium
ball valve at inlet chambers in
cement sand mortar.Each 71.00 77.00
(e) Fixing steel shutters with
frame complete on inlet side
of sedimentation tank
including painting 3 coats of
bitumastic paint. Each 70.00 75.00
(f) Fixing floating arm in position
complete with sluice valve,
long spindle, hand wheel,
brackets and guides
complete in all respects.
Each 201.00 217.00
(g) Fixing enamelled gauge in
storage and sedimentation
tank. Each 70.00 77.00
28.56
(a) 100mm internal diameter of
pipe line. Metre 5.40 5.90
(b) 150mm internal diameter of
pipe line. Metre 8.00 9.00
28.57 Providing and placing in
horizontal layers filtering media
screened, washed and cleaned
as described below :-
Labour for laying, fixing and
testing M.S. pipe lines and
specials tees, bends, sockets,
elbows etc. in trenches in the
gound cutting, threading and
testing etc. complete.
Page 237 CSR-1987 [Re-print]
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2
Description. Unit
(a) Top layer :----- Fine sand
screened, cleaned and
washed and graded (effective
size 0.2 to 0.4mm with
uniformity coefficient 2.00 to
3.00) from Pathankot or other
approved source. Cum 71.00 73.00
(b) Second Layer :----- Coursed
sand screened, cleaned and
washed and graded from
3mm to 6mm (from
Pathankot or approved
equivalent quarry). Cum 83.00 85.00
(c) Third Layer :----- Bajri
screened, cleaned and
washed and graded from
6mm to 20mm (from
Pathankot or approved
equivalent quarry). Cum 97.00 98.00
(d) Fourth Layer :----- Bajri
(Coursed) screened, cleaned
and washed and graded from
20mm to 25mm (from
Pathankot or approved
equivalent quarry). Cum 90.00 91.00
(e) Bottom Layer :----- Broken
stone, screened, cleaned and
washed and graded from
50mm to 75mm (from
Pathankot or approved
equivalent quarry). Cum 84.00 85.00
Labour
rate
With
special
quality paint
With I.S.I.
marked
quality
paint
Labour
rate
With
special
quality
paint
With
I.S.I.
marked
quality
paint
28.58 Painting G.I.Pipes and Specials
with Superior and Ordinary
Quality Synthetic enamels Paint
in all shades as per I.S.I.
specification on existing or new
work, two coats paints
including cleaning rubbing
surface, etc.
Sub mountainous RegionPlains
Page 238 CSR-1987 [Re-print]
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RatesSr. No.
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Description. Unit
(a) 15mm internal diameter
pipes and specials. 10 Metre. 1.55 7.50 4.40 1.75 7.70 4.55
(b) 20mm internal diameter
pipes and specials. 10 Metre. 1.55 7.50 4.40 1.75 7.70 4.55
(c) 25mm internal diameter
pipes and specials. 10 Metre. 2.05 9.80 5.70 2.27 10.00 5.90
(d) 32mm internal diameter
pipes and specials. 10 Metre. 2.05 9.80 5.70 2.27 10.00 5.90
(e) 40mm internal diameter
pipes and specials. 10 Metre. 3.20 15.30 8.90 3.55 15.60 9.20
(f) 50mm internal diameter
pipes and specials. 10 Metre. 3.20 15.30 8.90 3.55 15.60 9.20
28.59
(a) 15mm internal diameter
pipes and specials. 10 Metre. 1.00 3.65 2.25 1.10 3.75 2.35
(b) 20mm internal diameter
pipes and specials. 10 Metre. 1.00 3.65 2.25 1.10 3.75 2.35
(c) 25mm internal diameter
pipes and specials. 10 Metre. 1.30 4.75 2.95 1.45 4.90 3.10
(d) 32mm internal diameter
pipes and specials. 10 Metre. 1.30 4.75 2.95 1.45 4.90 3.10
Labour
rate
With
special
quality paint
With I.S.I.
marked
quality
paint
Labour
rate
With
special
quality
paint
With
I.S.I.
marked
quality
paint
(e) 40mm internal diameter
pipes and specials. 10 Metre. 2.00 7.40 4.60 2.25 7.60 4.80
(f) 50mm internal diameter
pipes and specials. 10 Metre. 2.00 7.40 4.60 2.25 7.60 4.80
Plains Sub mountainous Region
Repainting G.I. Pipes and
fittings with superior and
ordinary quality synthetic
enamel Paint in all shades as
per I.S.I. specification on old
work including rubbing down
old surface :-
Page 239 CSR-1987 [Re-print]
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RatesSr. No.
2
Description. Unit
28.60
(a) 15mm internal diameter,
20mm internal diameter pipe.
10 Metre. 1.75 5.30 4.20 1.95 5.50 4.35
(b) 25mm internal diameter,
32mm internal diameter pipe.
10 Metre. 2.25 6.90 5.50 2.55 7.10 5.70
(c) 40mm internal diameter,
50mm internal diameter pipe.
10 Metre. 3.55 10.80 8.60 3.95 11.00 8.90
28.61
(a) 15mm internal diameter,
20mm internal diameter pipe.
10 Metre. 1.05 2.75 2.25 1.20 2.90 2.35
(b) 25mm internal diameter,
32mm internal diameter pipe.
10 Metre. 1.40 3.60 2.90 1.55 3.75 3.05
(c) 40mm internal diameter,
50mm internal diameter pipe.
10 Metre. 2.20 5.60 4.55 2.45 5.90 4.80
The special quality Paints for
item No's 28.58 to 28.61 are
those paints which are
approved/declared as such
by the Chief Engineer
incharge.
Painting G.I.Pipes and Specials
with aluminium Paints as per
I.S.I. specification on new or
Existing work, two coats paint
including cleaning rubbing
surface, etc.
Repainting G.I.Pipes and fitting
with aluminium Paints as per
I.S.I. specification on existing
work including cleaning rubbing
etc.
Notes :-
Page 240 CSR-1987 [Re-print]
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Description. Unit
28.62
(a) 11.43cm thickness of walls Each 7.90 8.30
(b) 22.86cm thickness of walls Each 12.50 13.00
(c) 34.29cm thickness of walls Each 16.50 17.50
(d) 45.72cm thickness of walls Each 20.50 21.50
(e) 57.15cm thickness of walls Each 25.50 27.00
(f) 68.58cm thickness of walls Each 29.50 31.50
28.63
(a) 11.43cm thickness of walls Each 13.50 14.50
(b) 22.86cm thickness of walls Each 19.50 20.50
(c) 34.29cm thickness of walls Each 26.00 28.00
(d) 45.72cm thickness of walls Each 32.00 34.00
(e) 57.15cm thickness of walls Each 36.50 38.50
(f) 68.58cm thickness of walls Each 42.50 45.00
28.64
(a) 75mm thickness of floor. Each 7.60 8.00
(b) 115mm thickness of floor. Each 10.75 11.50
Cutting holes upto 23cm square
thorugh B.B. in mud walls for
pipes, and making good
including repointing,
replastering and finishing
according to existing finish where
required.
Cutting holes upto 23cm
through stone masonry or B.B.
in cement walls for pipes and
making good including
repointing, replastering and
finishing according to existing
finish where required.
Cutting holes upto 23cm square
for pipes in flooring and roofs
of bricks, tiles with lime
concrete and making good
including repointing, replastering
and colour or white washing where
required.
Page 241 CSR-1987 [Re-print]
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RatesSr. No.
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Description. Unit
(c) 150mm thickness of floor. Each 13.00 13.90
(d) 190mm thickness of floor. Each 14.00 15.00
(e) 225mm thickness of floor. Each 15.40 16.40
28.65
(a) 75mm thickness of floor or
roof. Each 8.70 9.20
(b) 115mm thickness of floor or
roof. Each 11.20 11.80
(c) 150mm thickness of floor or
roof. Each 14.20 15.00
(d) 190mm thickness of floor or
roof. Each 14.90 15.70
(e) 225mm thickness of floor or
roof. Each 17.00 17.80
28.66
(a) 50mm internal diameter of
pipe, valves or special. Per Joint 2.60 2.75
(b) 65mm internal diameter of
pipe, valves or special. Per Joint 2.90 3.05
(c) 80mm internal diameter of
pipe, valves or special. Per Joint 4.10 4.40
Cutting holes upto 23cm square
for pipes in floor and roofs of
cement concrete, reinforced
concrete or reinforced brick
work and making good including
repointing, replastering, replacing
bitumen and colour or white
washing where required.
Dismantling lead Caulked Joints
of cast iron Socketted Pipes,
Valves and Specials by heating
the Joints including the cast of
Labour, Fuel and tools, etc.,
collecting the lead taken out from
the joints and delivering the same
to the Divisional stores.
Page 242 CSR-1987 [Re-print]
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RatesSr. No.
2
Description. Unit
(d) 100mm internal diameter of
pipe, valves or special.Per Joint 4.85 5.20
(e) 125mm internal diameter of
pipe, valves or special. Per Joint 5.40 5.70
(f) 150mm internal diameter of
pipe, valves or special. Per Joint 6.90 7.30
(g) 175mm internal diameter of
pipe, valves or special. Per Joint 8.20 8.80
(h) 200mm internal diameter of
pipe, valves or special. Per Joint 10.00 10.70
(i) 225mm internal diameter of
pipe, valves or special. Per Joint 11.00 12.00
(j) 250mm internal diameter of
pipe, valves or special. Per Joint 13.00 14.00
(k) 300mm internal diameter of
pipe, valves or special. Per Joint 16.50 17.50
(l) 350mm internal diameter of
pipe, valves or special. Per Joint 19.00 20.50
(m) 375mm internal diameter of
pipe, valves or special. Per Joint 20.50 22.00
(n) 400mm internal diameter of
pipe, valves or special. Per Joint 21.00 22.50
(o) 450mm internal diameter of
pipe, valves or special. Per Joint 30.00 31.50
(p) 500mm internal diameter of
pipe, valves or special. Per Joint 33.50 36.00
(q) 525mm internal diameter of
pipe, valves or special. Per Joint 36.00 38.50
(r) 550mm internal diameter of
pipe, valves or special. Per Joint 39.50 42.00
(s) 600mm internal diameter of
pipe, valves or special. Per Joint 43.50 46.00
Page 243 CSR-1987 [Re-print]
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RatesSr. No.
2
Description. Unit
28.67
(a) 50mm, 65mm, 80mm,
100mm internal diameter of
pipe, valves or special. Per Joint 1.45 1.55
(b) 125mm, 150mm, 175mm,
200mm, 225mm and 250mm
internal diameter of pipe,
valves or special. Per Joint 2.90 3.10
(c) 300mm, 350mm and 375mm
internal diameter of pipe,
valves or special. Per Joint 7.50 8.10
(d) 400mm and 450mm internal
diameter of pipe, valves or
special. Per Joint 8.15 8.80
(e) 500mm and 525mm internal
diameter of pipe, valves or
special. Per Joint 9.20 9.95
(f) 550mm and 600mm internal
diameter of pipe, valves or
special. Per Joint 11.25 12.15
28.68
(a) 50mm internal diameter of
pipe.
10 metre of
pipe line
dismanteled. 5.30 5.70
(b) 65mm internal diameter of
pipe.10 metre of
pipe line
dismanteled 5.90 6.40
(c) 80mm internal diameter of
pipe.
10 metre of
pipe line
dismanteled. 6.90 7.50
Dismantling flanged Joints for
Cast iron Pipes, Valves and
specials including carriage of
bolts, Nuts and washers to the
Divisional stores.
Taking out dismantled Cast Iron
Socketted or Flanged Pipes
valves and, specials etc. out side
from the trenches and Stacking at
a nearest Convenient place as
required by the Engineeer-in-
charge from where they can be
loaded in to carts or trucks :-
Page 244 CSR-1987 [Re-print]
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(in Rs.)
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RatesSr. No.
2
Description. Unit
(d) 100mm internal diameter of
pipe.
10 metre of
pipe line
dismanteled. 8.20 8.90
(e) 125mm internal diameter of
pipe.
10 metre of
pipe line
dismanteled 8.80 9.50
(f) 150mm internal diameter of
pipe.
10 metre of
pipe line
dismanteled. 9.90 10.70
(g) 175mm internal diameter of
pipe.
10 metre of
pipe line
dismanteled. 11.70 12.60
(h) 200mm internal diameter of
pipe.
10 metre of
pipe line
dismanteled. 13.50 14.50
(i) 225mm internal diameter of
pipe.
10 metre of
pipe line
dismanteled. 15.50 17.00
(j) 250mm internal diameter of
pipe.
10 metre of
pipe line
dismanteled. 18.80 20.30
(k) 300mm internal diameter of
pipe. 10 metre of
pipe line
dismanteled 22.50 24.00
(l) 350mm internal diameter of
pipe. 10 metre of
pipe line
dismanteled 26.50 28.50
(m) 375mm internal diameter of
pipe. 10 metre of
pipe line
dismanteled 30.00 32.50
(n) 400mm internal diameter of
pipe.
10 metre of
pipe line
dismanteled 35.00 37.50
(o) 450mm internal diameter of
pipe.
10 metre of
pipe line
dismanteled 38.50 41.50
(p) 500mm internal diameter of
pipe. 10 metre of
pipe line
dismanteled 45.50 49.00
Page 245 CSR-1987 [Re-print]
Plains.
(in Rs.)
Sub-
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(in Rs.)
1 3 4 5
RatesSr. No.
2
Description. Unit
(q) 525mm internal diameter of
pipe. 10 metre of
pipe line
dismanteled 50.00 54.00
(r) 550mm internal diameter of
pipe. 10 metre of
pipe line
dismanteled 51.50 55.00
(s) 600mm internal diameter of
pipe. 10 metre of
pipe line
dismanteled 67.00 72.00
(i) The contractor shall be liable
to make good all damage
caused by breakage while
taking out the pipes from
trenches.
(ii) All measurements shall be
taken along the centre line of
axis of the pipe line
throughout its length and
shall include the overall
laying length of sluice valves
and specials fixed therein.
28.69
(a) 50mm internal diameter of
valves Each 5.80 6.30
(b) 65mm internal diameter of
valves Each 6.40 6.90
(c) 80mm internal diameter of
valves Each 7.00 7.70
(d) 100mm internal diameter of
valves Each 7.40 8.00
(e) 125mm internal diameter of
valves Each 8.70 9.40
(f) 150mm internal diameter of
valves Each 9.50 10.20
Notes :-
Dismantling sluice valves
socketted or flanged including
cartage from the site of work to
the Divisional Stores :---
Page 246 CSR-1987 [Re-print]
Plains.
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(in Rs.)
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RatesSr. No.
2
Description. Unit
(g) 175mm internal diameter of
valves. Each 11.00 12.00
(h) 200mm internal diameter of
valves. Each 12.50 13.50
(i) 225mm internal diameter of
valves Each 13.00 14.00
(j) 250mm internal diameter of
valves Each 14.00 15.00
(k) 300mm internal diameter of
valves Each 16.50 17.00
(l) 350mm internal diameter of
valves Each 19.50 20.50
(m) 375mm internal diameter of
valves. Each 20.50 21.50
(n) 400mm internal diameter of
valves. Each 22.50 23.50
(o) 450mm internal diameter of
valves. Each 27.00 28.00
(p) 500mm internal diameter of
valves. Each 32.50 33.50
(q) 525mm internal diameter of
valves Each 34.50 35.50
(r) 550mm internal diameter of
valves. Each 39.00 40.00
(s) 600mm internal diameter of
valves. Each 43.00 44.00
28.70
Each 6.60 7.20
28.71
Each 6.10 6.65
Dismantling fire hydrants of all
sizes, including dismantling the
joints, cartage from the site of
work to the Divisional Stores.
Dismantling single or double air
valves, all sizes, including
dismantling joints and cartage
from the site of works to the
Divisional Stores.
Page 247 CSR-1987 [Re-print]
Plains.
(in Rs.)
Sub-
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(in Rs.)
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RatesSr. No.
2
Description. Unit
28.72
Each 3.65 4.00
28.73
Each 3.95 4.35
28.74
Each 11.00 12.00
28.75
(a) 15mm internal diameter pipe
line. Metre 1.15 1.25
(b) 20mm internal diameter pipe
line. Metre 1.35 1.50
(c) 25mm internal diameter pipe
line. Metre 1.80 1.95
(d) 32mm internal diameter pipe
line. Metre 2.30 2.50
(e) 40mm internal diameter pipe
line. Metre 2.70 2.95
(f) 50mm internal diameter pipe
line. Metre 2.75 3.00
(g) 65mm internal diameter pipe
line. Metre 3.05 3.35
(h) 80mm internal diameter pipe
line. Metre 3.35 3.65
(i) 100mm internal diameter
pipe line. Metre 3.90 4.25
Dismantling cast Iron surface
boxes for sluice valves and fire
hydrants including cartage from
site of works to the Divisional
Stores.
Dismantling cast Iron single air
valve surface boxes including
cartage from the site of works to
the Divisioanl Stores.
Dismantling cast Iron double air
valve surface boxes including
cartage from the site of works to
the Divisional Stores.
Dismantling, disjointing, removal
and carriage to stores, G.I. pipe
lines, specials, valves and fittings :-
Page 248 CSR-1987 [Re-print]
Plains Sub-
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Region
29.1
(a) For all classes of soil except
rocky. 100 cum 728.00 731.00
(b) For ordinary gravel soil,
involving pick work. 100 cum 1051.00 1054.00
(c) For semi-conglomerate or soil
of the nature of pick jumper
Work. 100 cum 1480.00 1483.00
Excavation in open cutting or in
streets and lanes for intramural
sullage drains, extramural
intercepting drains and out fall
drains above top of drains
cunnetes , storm water channels
and other work contingent or
incidental thereto, to full dimensions
and depth as shown on the drawings
or as shall be required by Engineer-in-
charge including dressing to correct
sections and dimensions according to
templates and levels, dewatering of
rain water, diversion of traffic, fixing
and maintenance of caution boards,
night signals, crossing over trenches
for access to the houses, watching
etc. and of removal of surplus spoil
from the site of work including all lift
and lead for depths to 2 metre
below natural ground level upto 60
metres of length of lead in
disposing surplus spoil.
CHAPTER NO. 29
SEWERAGE AND DRAINAGE
Sr. No. Unit RatesDescription
Page 249 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.2
(a)
(i) For all classes of soil except
rocky. 100 cum 689.00 689.00
(ii) For ordinary gravel soil,
involving pick work. 100 cum 1104.00 1104.00
(iii) For semi-conglomerate or soil
of the nature of pick jumper
Work. 100 cum 1379.00 1379.00
(b)
(i) For all classes of soil except
rocky. 100 cum 57.00 57.00
(ii) For ordinary gravel soil,
involving pick work. 100 cum 74.00 74.00
(iii) For semi-conglomerate or soil
of the nature of pick jumper
Work. 100 cum 108.00 108.00
Not exceeding 1.5 metres depth :-
Extra for every additional depth or 1.5
metres or part thereof :-
Earth work in excavation in
Foundations Trenches etc., for
storage and sedimentation tanks, high
level tanks, filter beds, clear water
reservoirs, pump houses, sumps,
screening chambers and other similar
works to full dimension and depth as
shown on the drawings or as shall be
required by Engineer-in-charge,
including dressing of bottom and sides
of trenches, stacking the excavated
soil clear from the excavation and
subsequent filling around
Plinth/structures in 15 cms. layers
with compaction including Disposal
of surplus spoils as Directed within
a lead of 30 Metres :-
Page 250 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
Note :-
29.3 (a) Extra for every 7.5 meters
additional lead beyond leads,
specified in item No. 29.1 and
29.2 above up to 300 metres. 100 cum 17.00 17.00
(b) Extra for every 7.5 meters
additional lead beyond 300
metres upto 450 metres. 100 cum 13.50 13.50
Note :-
29.4
(a)
Item No. 29.01 and 29.02 above do
not include the Provision of timbering.
However, if it is necessary to provide
timbering the payment may be made
to Rs. 623.00 and Rs. 633.00 per 100
cum of earth work for poling board
frame type of timbering in plain and
sub-mountainous area respectively.
This extra payment is only allowed on
the written order/certificate of the
Engineer-in-charge.
For leads beyond 450 metres earth
work shall be payable at carriage rates
for and, bajri and ballast etc., given in
chapter 5 on carriage, of this revised
common schedule of rates in Metric
Units.
For depth not exceeding 3 metres
below ground level.
Excavation of trenches in a Streets,
Lanes or in Open Area for Storm
Sewers and Manholes to Full
Depths as Shown in Drawings,
Including Shoring, Timbering of
Poling Board Frame System Type ,
dressing to correct sections and
dewatering, provision for diversion for
traffic, night signals, profiles, Pegs,
Sight rails, boning rods, crossing over
trenches for access to the houses,
watching, fencing etc., fixing and
maintenance of caution boards,
refilling trenches, watering of refill in
15 cm layers, ramming and
restoration of surface to original
conditions and removal of Surplus
Spoil from the Site of Works, for all
Works other than connections to
Ventilating Shafts upto a Lead of
one Kilometre.
Page 251 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(i) For all classes of soil except
rocky . 100 cum 1798.00 1811.00
(ii) For ordinary gravel soil
involving pick work. 100 cum 2231.00 2244.00
(iii) For semi-conglomerate or soil
of the nature of pick jumper
Work. 100 cum 2611.00 2624.00
(b)
(i) For all classes of soil except
rocky. 100 cum 1938.00 1951.00
(ii) For ordinary gravel soil
involving pick work. 100 cum 2439.00 2453.00
(iii) For semi-conglomerate or soil
of the nature of pick jumper
Work. 100 cum 2920.00 2933.00
(c)
(i) For all classes of soil except
rocky. 100 cum 2212.00 2232.00
(ii) For ordinary gravel soil
involving pick work. 100 cum 2782.00 2802.00
(iii) For semi-conglomerate or soil
of the nature of pick jumper
Work. 100 cum 3469.00 3488.00
(d)
(i) For all classes of soil except
rocky. 100 cum 2261.00 2283.00
(ii) For ordinary gravel soil
involving pick work. 100 cum 2831.00 2853.00
(iii) For semi-conglomerate or soil
of the nature of pick jumper
Work. 100 cum 3586.00 3608.00
(e)
For depth exceeding 3 metres but not
exceeding 4.5 metres below natural
ground level :-
For depths exceeding 4.5 metres but
not exceeding 6 metres.
For depths exceeding 6 metres but not
exceeding 7.5 metres.
For depths exceeding 7.5 metres but
not exceeding 9 metres.
Page 252 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(i) For all classes of soil except
rocky. 100 cum 2467.00 2489.00
(ii) For ordinary gravel soil
involving pick work. 100 cum 3037.00 3059.00
(iii) For semi-conglomerate or soil
of the nature of pick jumper
Work. 100 cum 3929.00 3951.00
29.5
(i) For all classes of soil except
rocky. 100 cum 1342.00 1350.00
(ii) For ordinary gravel soil
involving pick work. 100 cum 1795.00 1803.00
(iii) For semi-conglomerate or soil
of the nature of pick jumper
Work. 100 cum 2069.00 2077.00
29.6
(a) For sewer below : 760 mm i/d Per Metre 48.00 48.00
(b) For sewer 760 mm i/d and
above Per Metre 58.00 58.00
(c) Extra over and above for item
No. 29.4 (a to e) for wet Earth
work.
(i) Extra for wet earth work from
bottom of excavation upto level
of sub soil water. 100 cum 343.00 343.00
(ii) Extra for wet earth work from
level of sub soil water up to 30
cm above. 100 cum 171.50 171.50
Notes :-
Extra over and above the rate of item
No. 29.4 ( a to e) for lowering sub-
soil water level from its natural
level, as decided by the Engineer-in-
charge, by every 0.30 metre depth
(Upto requisite depth), including cost
of Bore Holes Machinery and
carrying out the work in safe
manner.
Excavation of Trenches as described
in item no. 29.4 above but for
connections to ventilating shafts.
Page 253 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(i)
(ii)
(iii)
(iv)
(v)
(vi)
(vii)
The depth of spring level below
ground level from where the wet
sinking of excavation below spring
level is to be done will be decided by
the Engineer-in-charge and the
decision will be final and binding on
the contractor. Where ever water is
depressed by pumping, rate shall be
for wet earth work if actually wet and
not for work under standing or flowing
water and wetness allowance shall be
payable only after obtaining the
written approval of the Superintending
Engineer.
No extra shall be payable in respect of
item No. 29.1 to 29.5 inclusive, for
any seepage of water during
excavation above spring level.
The additional lift beyond the depth as
specified in item No. 29.1 may be
converted into lead, as per rule laid
down in chapter 6 of this, revised
common schedule of rates in Metric
units.
The contractor must fix signboards to
indicate the excavation of works and
diversion of traffic, etc. The sign-
boards will be supplied by the
Department from their store but the
fixing and maintenance at site will be
done by the contractor and the rates
include the coast of the same.
The rates for Item No. 29.1 to 29.5
inclusive, cover the cost of removing
trees and roots and removal of kankar
and other hard material met in the
excavation.
The maximum and minimum widths of
trenches and excavation for which
payment shall be admissible to the
contractor shall be those laid down in
the contract specifications.
In case of deep excavation for item
No. 29.2 above, the excavation may
be done giving appropriate side slope,
which may be fixed by the Engineer-in-
charge.
Page 254 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(viii)
(ix)
(x)
such trenches or actually brought it to
the site payment for abandoned
trenches at the above rate will include
for the back filling of the trenches in
15 cm layers, well watered and
consolidated and for the restoration of
the site to its original condition.
If the excavation for any sewer shall
be carried out by 'cut' and 'cover' i.e.
sinking shafts and tunneling in
between, the contractor shall be paid
for such work as if the trench had
been openend the full length, but no
extra shall be allowed other than the
full measurement of the trench
excavation at the rate of item No. 29.4
above for excavation pusposes. It will
entirely be at the discretion of the
Engineer-in-charge to permit
excavation by cut and cover method.
Back filling of shafts and tunnels must
at all times be carried out throughly
and to the satisfaction of the Engineer-
in-charge.
If any excavation of trenches in which
timbering has not been done has to be
abondoned due to the change of
alignment of the sewer necessiated by
any obstruction such as pipe line,s
electric, telephone or telegraph cables,
wired Poles coming in the way of the
sewer or for any other cause
whatsoever the contractor will be paid
at the rate of Rs. 728.00, Rs. 1,054.00
and Rs. 1,483.00 per 100 cum for all
classes of soil, except locky, gravel
soild and conglomerate soild
respectively in plain or sub-
mountainous area for such
excavation, not withstanding that he
may have made arrangements for the
timbering of
Where the Engineer-in-charge so
directs earth filling in trenches will be
carried out by mechanical Rammers,
No extra payment for this wil be
allowed to the contractor.
Page 255 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(xi)
(xii)
(xiii)
(xiv)
No extra shall be payable in respect of
item 29.1 to 29.5 inclusive, due to
other unforeseen difficulties, hardness
of the soil or of the surface and other
factors. The rates do not include
cutting through metalled roads and
sorting and stacking of the road
material for replacing after the
trenches are filled in, whcih will be
paid for separately.
The rate for road cutting and
restoration of surface to its original
condition will be the same as payable
in case of chapter 28 on "Water
Supply."
If any timbering or shoring is left
permanently in any trench or
excavation under orders of the
Engineer-in-charge of the work, the
contractor shall be entitled to a
payment of Rs. 950.00 per cum of the
timber left permanently in the work.
Intimation of such payments should
be given to the Superintending
Engineer concerned in due course.
The rates for item 29.3 to 29.5
inclusive include the removal of all
surplus earth or spoil upto a distance
of one kilometre and its disposal,
either outside the limits of the town or
into depression or otherwise to the
approval of the Engineer-in-charge of
the works. The contractor shall pay at
his own cost and charges all fees or
charges which may be levied by owner
of the land on which the spoil shall be
disposed for the right of way thereto
and for compensation for damage
caused by the transport or disposal of
the spoil. All spoil shall be dressed
and trimmed to the approval of the
Engineer-in-charge of the works.
Page 256 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(xv)
29.7
(a) Up to 2 Kilometres. 100 cum 240.00 240.00
(b) Up to 3 Kilometres. 100 cum 470.00 470.00
(c) Up to 4 Kilometres. 100 cum 690.00 690.00
(d) Up to 5 Kilometres. 100 cum 900.00 900.00
(e) Up to 6 Kilometres. 100 cum 1050.00 1050.00
(f) Up to 7 Kilometres. 100 cum 1200.00 1200.00
(g) Up to 8 Kilometres. 100 cum 1350.00 1350.00
(h) Up to9 Kilometres. 100 cum 1500.00 1500.00
(i) Up to 10 Kilometres. 100 cum 1650.00 1650.00
(j) Sub-sequent kilometres (Per
kilometre) Beyond 10km upto
20km 100 cum 100.00 100.00
Note :-
29.8
Per metre 29.50 30.00
The extra quantity of lead for disposal
for surplus earth work beyond one
kilometre will only be payable on
written orders/ certificate of the officer
not below the rank of S.D.E.
In case construction of sewers is
carried out by sinking chambers
method then the payment for various
items involved in the construction of
chambers i.e. Brick-work, cement,
concrete, R.C.C. sinking etc. will be
paid for at the respective rates
provided for in the revised. Common
Schedule of Rates in Metric Units
without any extra due to supposed
special for difficult nature of work.
Extra for Disposal of surplus soil
beyond one kilometre.
Extra over and above the Rate of
excavation contained in item 29.4 and
29.5 For providing close board
Timbering in place of poling board
frame system of timbering per metre
of sewer Trench for every 3 metres
deep Shuttering or part thereof
where such timbering is done.
Page 257 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.9
Per metre 7.20 7.30
Note :-
29.10
Cum. 29.50 30.50
Note :-
Extra rates provided vide item No.
29.8 and 29.9 above for close board/
driven or piled type of timbering will
only be pay able on the written
orders/certificate of the Exceutive
Engineer.
Clay puddle weathered and
tempered laid and consolidated on
the flat or on the slope to correct
template and levels or thickness as
shall be required by the Engineer-in-
charge.
Only weathered and tempered clay of
quality to be approved by the Engineer-
in-charge shall be allowed to be used.
The rate includes the cost of all forms
and shuttering required for the placing
and supporting of the puddle and for
filling in all cracks and scored out
holes or channels, etc. formed in
puddle and finishing to an accurate
smooth surface to the plate.
Dismantling and Demolition
Example :- Trench depth is 9 metres.
Three stage timbering each stage 3
metres has been done. The strata
met with from 6 to 9 metres
necessitate the provision of close
timbering (without driving) and is
done. Thus rate of Rs. 29.50 per
metre of effected sewer trench will be
paid in plain. In case the close
timbering has been done from 3 to 9
metres below G.L., i.e. 2 stages of 3
metres, then payment of two stages of
Rs. 29.50 per metre i.e. Rs. 59.00 per
metre of affected sewer trench will be
pay-able in Plains.
Extra over and above item 29.8
above for Driven piles type of
timbering required in running sandy
strata for every 3 Meters depth of
part thereof.
Page 258 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.11
(a) House connection drains 10 Metres 7.60 7.60
(b) Type I drain 10 Metres 11.50 11.50
(c) Type II drain 10 Metres 27.50 27.50
(d) Type III drain 10 Metres 34.50 34.50
(e) Type IV drain 10 Metres 40.50 40.50
(i)
(ii)
(A)
29.12
10 Metres 78.00 79.00
29.13
10 Metres 118.00 119.00
Notes :-
The disposal of all rubbish off site of
work means the removal thereof to the
place of disposal outside the town into
pounds, and depression or other
suitable places, levelling off the same
and cleaning of the site of structures
dismentled, to the satisfaction of the
Engineer-in-charge.
The dismentling of brick pitched drain
shall be paid for at the rates given
under chapter 8 (demolition) on the
class of work.
Dismantling existing drains of
different size cunnets, section only
including recovery of all useable
materials, stacking the same near site
of dismantled works and disposal of
all rubish off site of works.
Brick Flooring and pitching
Tega 7.5 cm thick formed of first
class bricks on end laid in cement
sand mortar 1:5 and projecting to a
maximum height of not more than
12.5 cm above top of drain along
house sides of drains where required
for protection of house walls.
Reimbursements to Drains and
flooring in strips
Tega 11.50 cm thick formed of first
class bricks on end laid in cement
sand Mortar 1:5 as above.
Page 259 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
Note :-
29.14
10 sqm 365.00 369.00
29.15
10 sqm 323.00 327.00
29.16
10 sqm 332.00 336.00
29.17
10 sqm 343.00 346.00
29.18
10 sqm 559.00 564.00
29.19
10 sqm 495.00 500.00
29.20
10 sqm 509.00 514.00
29.21
10 sqm 525.00 530.00
First class brick on edge 11.50 cm
thick laid in reimbursements in and
on 1:5 cement sand mortar as
above.
First class brick on edge 11.50 cm
thick laid in reimbursements in and
on 1:4 cement sand mortar as
above.
The rates for items 29.12 and 29.13
include for all excavation and for all
bends, curves, cutting and wastage of
bricks required. The external surfaces
of the exposed joints must be struck
flush as the work proceeds and left
perfectly smooth.
First class flat brick 7.50 cm thick
laid in reimbursements in and on
lime mortar on sides of drains and in
other work where required over lime
concrete or other foundations. All
joints to be left completely filled and
struck flush.
First class flat brick 7.50 cm thick
laid in reimbursements in and on
1:6 cement sand mortar as above.
First class brick on edge 11.50 cm
thick laid in reimbursements in and
on 1:6 cement sand mortar as
above.
First class flat brick 7.50 cm thick
laid in reimbursement in and on 1:5
cement sand mortar as above.
First class for brick 7.50 cm thick
laid in reimbursements in and on
1:4 cement sand mortar as above.
First class brick on edge 11.50 cm
thick laid in reimbursements in and
on lime mortar on sides of drains and
in other work where required over lime
concrete or other foundation, all joints
to be left complete filled and struck
flush.
Notes :-
Page 260 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(i)
(ii)
(iii)
(iv)
(v)
(B)
The rates laid down for item 29.14 to
29.21 cover all reimbursments to
drains and any strips, ribs and
edgings of narrow width enclosing
areas to be paved with dry brick on
edge or flat.The rates also include all
extra work involved in layed narrow
strips, 7.50 cms, 11.50 cms or 23
cms. wide only alongside the drains
for all curves, bends, slopes and
changes of slops and other work
involving added labour or material
also for all irregular areas and the
cutting fitting and wastage of bricks
required for such work. No extras will
be payable for any special difficult or
complicated work required to be
executed.
In all cases of brick on flat or brick on
edge reimbursements of pitching in
lime, or cement mortar, a layer of
mortar not less than 6mm thick shall
be placed underneath the bricks and
the bricks shall be embedded therein.
This is covered by the rate. All joints
between the bricks and along outer
and inneer sides or reimbursements
shall be completely filled with mortar.
In the event of cement pointing being
ordered in writting to be carried out for
any flooring or pitching specified in
items 29.12 to 29.21 the appropriate
rate laid down for such work in this
schedule shall be allowed as an extra
otherwise the exteral surface of the
exposed joints shall be struck flush as
the work proceeds and left prefectly
smooth.
All jonints for items 29.12 to 29.21
inclusive shall be specially thin joints
not exceeding 5mm width.
The rates laid down above for items
29.12 to 29.21 do not include the cost
of the lime concrete-brick ballast or
other foundations under the flooring
and pitching.
Flooring and Paving
Page 261 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.22
10 sqm 223.00 225.00
29.23
10 sqm 339.00 342.00
29.24
10 sqm 349.00 353.00
29.25
10 sqm 272.00 276.00
29.26
10 sqm 278.00 282.00
29.27
10 sqm 513.00 519.00
29.28
10 sqm 423.00 429.00
First class dry flat brick flooring
and paving in ordinary bonded
courses or in herring bone or other
special courses or bond laid to
template over rammed and dressed
foundations and to correct longitudinal
and cross slopes as shall be required
by the Engineer-in-Charge. All joints
shall be thoroughly filled with dry
sand grouting which shall be applied
to a thickness of not less 20mm over
the surface of the flooring and brushed
into the joints. All joints shall be fully
filled with sand.
First class dry brick on edge
flooring or paving in ordinary
bonded courses or in herring bone or
other special courses or bond, laid as
described in item no. 29.22
First class flat brick paving or
flooring laid over and in lime
mortar in ordinary bonded courses or
in herring bone or other special
courses, to templates, over dressed
foundation and to correct longitudinal
and cross slopes as shall be required
by the Engineer-in-charge. All joints
shall be filled with mortar and struck
flushed as the work proceeds.
First class flat brick paving or
flooring laid over and in cement
sand mortar 1:6 laid as decribed in
item no. 29.24
First class flat brick paving or
flooring laid over and in cement
sand mortar 1:5 laid as decribed in
item no. 29.24
First class brick on edge paving or
flooring laid over and in lime
mortar laid as decribed in item no.
29.24
First class brick on edge paving or
flooring laid over and in cement
sand mortar 1:6 laid as decribed in
item no. 29.24
Page 262 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.29
10 sqm 430.00 436.00
29.30
10 sqm 438.00 444.00
29.31
10 sqm 10.50 11.50
(i)
(ii)
(iii) In case of item 29.24 to 29.31, the
rates include the provision of
homogenous layer of mortar not less
than 6 mm. thick under the whole of
the flooring or paving into which the
bricks shall be carefully set and
embedded when laid.
First class brick on edge paving or
flooring laid over and in cement
sand mortar 1:5 laid as decribed in
item no. 29.24
First class brick on edge paving or
flooring laid over and in cement
sand mortar 1:4 laid as described in
item no. 29.24
Extra over and above the rates for
items No. 29.22 to 29.30 inclusive
for pitching on the slope to sullage
drains above cunnettes and to
storm water channels, etc. where
required
Note :-
The rates laid down for item No. 29.22
to 29.31 include the cost of herring
bone and other special bonding and
curved work, corners, curves,
longitudinal and cross slopes,
cambers, cutting, shaping and
wastage of bricks to fit irregular areas
and other special works, all bricks
shall be laid with best side exposed.
In case of item No. 29.22 to 29.23 the
rates include for a thin layer of clay or
mud plaster from 6 mm to 10 mm,
thick laid to correct templates and
levels underneath the bricks which
should be carefully set into the mud
plaster.
Page 263 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(iv)
(v)
(vi)
(vii)
29.32
10 sqm 57.00 58.00
29.33
10 sqm 91.00 93.00
The rates laid down for items 29.24 to
29.31 do not include the cost of the
lime concrete brick ballast or other
foundation under the flooring and
pitching.
The joints of the flooring and paving
specified in items 29.24 to 29.31 shall
be fine and the maximum width shall
not exceed 5mm. All bricks shall be
laid with the best side exposed and
the rates cover the cost of cutting and
trimming the bricks where necessary
in order to ensure good bond and
specified fine thickness of joints.
In the event of Engineer-in-Charge
giving orders in writing for cement
pointing to be applied to the exposed
surface of any flooring or paving, the
appropriate rate for such work will be
allowed as laid down in the schedule.
Otherwise the external surface of the
joints shall be struck flush as the work
proceeds and left perfectly and
smooth.
Brick ballast well or over burnt,
broken and screened through a
32mm x 32mm square mesh screen
laid consolidated and rammed to a
finished thickness of 50mm to
template and levels to correct
longitudinal slopes cross slopes
cambers, etc. under paving or
flooring.
Brick ballast well or over burnt,
broken and screened through a
32mm x 32mm square mesh screen
laid consolidated and rammed to a
finished thickness of 75mm as
above.
The rate for item 29.31 includes for
any special Profiled or strips laid to
these specifications, even though the
width of such strips or Profiles may be
only 11.5 cm or 23 cm and no extra
over and above the rates laid down
will be paid for such work.
Page 264 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.34
10 sqm 60.00 61.00
29.35
Sqm 90.00 92.00
29.36
(i) Heavy duty circular 560mm
internal dia, (weight as per I.S.I)
Each 38.50 41.00
(ii) Medium duty circular 560mm or
500mm internal dia, (weight as
per I.S.I) Each 32.00 34.50
(iii) Light duty rectangular,
single/double seal pattern
455mm x 610mm clear inside
opening or circular 500 mm or
450mm internal dia (Weight as
per I.S.I) Each 15.00 16.00
Clay concrete, consisting or 100
parts by volume of well burnt or over
burnt brick ballast screened through
32mm x 32mm square mesh screen
mixed with 33 parts by volume of
fine Puddle clay, thoroughly mixed,
laid consolidated and rammed to a
finished thickness of 50mm to
template and levels and to a correct
longitudinal slopes, cross slopes,
cambers, etc. under paving or flooring
as shall be required by the Engineer-in-
Charge.
Clay concrete as above but laid
consolidated and rammed to a
finished thickness of 75mm as
above.
FIXING INCLUDING CARRIAGE
Fixing 560mm, 500mm and 450mm
internal diametor circular or 455
mm x 610mm clear inside opening
rectangular cast iron manhole cover
and frame including carriage from
the stores of the Engineer-in-charge to
site of work, loading, unloading
including stacking and setting the
same to correct lines and levels in 1:2
cement sand mortar over manholes
etc.
Page 265 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.37
Each 1.55 1.65
29.38
(a) 80mm diameter syphen. Each 38.50 42.00
(b) 100mm diameter syphen. Each 43.00 46.50
29.39
(a)
(i) 5.50 metres high and weighing
8.10 quintal. Per column
complete
including base,
pipe & cap etc. 361.00 389.00
(ii) 9.00 metres high and weighing
10.20 quintal. Per column
complete
including base,
pipe & cap etc. 500.00 531.00
Erection of cast iron ventilating
column 150mm 225mm and 300mm
internal diameter including bases
columns, caps, cowls or wire
domes, etc. complete including
carriage from the stores of the
Engineer-In-Charge of works, to sites
of works, loading and unloading fixing
and jointing and setting the same in
position in 1:2 cement sand mortar
over the foundation block in the
works including the fixing and
grouting of holding down bolts,
nuts and washers the filling of the
completed flanged joints with
molten lead and finishing off to the
requirements of the Engineer-In-
Charge-
15mm internal diameter columns
Fixing of heavy cast iron automatic
syphon with fittings including
carriage from the stores of the
Engineer-in-Charge to site of work,
loading and unloading, fixing and
setting the same to correct lines and
levels in 1:2 cement sand mortar in
automatic flushing tanks if required.
Fixing C.I or malleable iron step
including carriage from stores of the
Engineer-in-Charge to the site of
works, and setting the same to
correct line and levels in the work
embedded in 1:2 cement and sand
mortar.
Page 266 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(iii) 10.00 metres high and weighing
10.60 quintal. Per column
complete
including base,
pipe & cap etc. 541.00 576.00
(iv) 11.00 metres high and weighing
11.30 quintal. Per column
complete
including base,
pipe & cap etc. 581.00 620.00
(v) 12.00 metres high and weighing
11.90 quintal. Per column
complete
including base,
pipe & cap etc. 622.00 664.00
(b)
(i) 8.00 metres high and weighing
15.80 quintal. Per column
complete
including base,
pipe & cap etc. 806.00 857.00
(ii) 9.00 metres high and weighing
16.50 quintal. Per column
complete
including base,
pipe & cap etc. 842.00 895.00
(iii) 10.00 metres high and weighing
17.30 quintal. Per column
complete
including base,
pipe & cap etc. 880.00 939.00
(iv) 11.00 metres high and weighing
18.30 quintal. Per column
complete
including base,
pipe & cap etc. 933.00 993.00
(v) 12.00 metres high and weighing
19.80 quintal. Per column
complete
including base,
pipe & cap etc. 1010.00 1074.00
(c)
(i) 8.00 metres high and weighing
19.80 quintal. Per column
complete
including base,
pipe & cap etc. 1010.00 1074.00
300mm internal diameter columns
225mm internal diameter columns
Page 267 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(ii) 10.00 metres high and weighing
21.80 quintal. Per column
complete
including base,
pipe & cap etc. 1112.00 1183.00
29.40
Per column
complete
including base,
pipe & cap etc. 856.00 914.00
(i)
(ii) The rates also cover the cost of all
special scaffolding, derricks jimpoles,
tools and plants, ropes, guys etc and
nothing extra will be admissible to the
contractor for the difficulties involved
in erecting the column absolutely true
and vertical.
Notes :-
The rates given above are based on
the free supply by the department of
columns and fittings including bases,
column pipes, caps, cowls or wire
domes, holding down bolts, nuts and
washers, jointing material comprising
lead and bolts, nuts and washers and
rubber insertion at the stores of the
Enigneer-In-Charge but all steel strips
or packing pieces required for jointing
and erecting the columns true and
vertical shall be provided by the
contractor at his own expense and
cost thereof is included in the above
rates.
Erection of RCC ventilation column
having minimum 200mm internal
diameter and a height of 11 metres
above ground level including caps,
cowls or wiredomes, etc. complete
including carriage from the stores
of the Engineer-In-Charge of works to
the site of works, loading, un-loading,
fixing and setting the same in
position and embeding in
foundation block (to be paid
separately) complete.
Page 268 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(iii)
(iv)
(v)
The joints between the stone ware or
cement concrete pipe connecting the
manholes with the column will be
paid for at the rates as joint of
stoneware or cement concrete pipe at
the relevant rates given in the
schedule and all extra cement
concrete required to make this joint
perfect and to the requirements of the
Engineer-In-Charge shall be provided
by the contractor and the cost thereof
shall be allowed to the contractor as
per cement concrete at the rates laid
down for such items.
The pieces if any of the column shall
be assembled and jointed at ground
level and then hoisted and erected
unless specific approval of the
Engineer-In-Charge in writing
permitting contractor to do shall have
been given.
The columns which have not been
erected absolutely true, concentric and
vertical shall not be accepted and the
contractor shall rectify all defects
arising from defective workmanship in
jointing, fixing and erection at his own
costs and charges and nothing extra
will be admissible to him for the
removal of such defects.
Page 269 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(vi)
(vii)
29.41
(i) 150 mm internal diameter vent
shaft. Metre 3.85 4.00
(ii) 225 mm internal diameter vent
shaft. Metre 5.60 5.90
(iii) 300 mm internal diameter vent
shaft. Metre 7.40 7.80
29.42
(i) 150 mm internal diameter vent
shaft. Metre 2.00 2.15
Painting one coat ready mixed
paint for metalic surfaces in all
shades on old work.
PAINTING VENT SHAFTS
Painting 2 coats excluding priming
coat with ready mixed paint for
metallic surface in all shades on
new works.
The contractor shall be entirely
responsible for the safety and the
custody of the material handed over to
him for erection and jointing and shall
not damage any column or its
component parts while the same is
under his charge or during assembly,
erection etc. should however any
column or its component part or the
jointing material get damaged or
stolen while the same are under his
charge and until the columns after
erection have been duly approved,
passed and accepted by the Engineer-
In-Charge the actual of such damage
or loss shall be recovered from the
contractor. the actual cost of various
component parts of the columns and
of the jointing material to be issued to
the contractor free of cost can be
ascertained by the contractor from the
Engineer-In-Charge before tendering.
The height of columns as mentioned
in item 29.39 above is exclusive of the
height of base cap and cowl or dome.
The weight as mentioned in this item
is approximately total weight of the
column.
Page 270 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(ii) 225 mm internal diameter vent
shaft. Metre 2.95 3.15
(iii) 300 mm internal diameter vent
shaft. Metre 3.90 4.15
29.43
(i) 150 mm internal diameter vent
shaft. Metre 2.90 3.05
(ii) 225 mm internal diameter vent
shaft. Metre 4.25 4.50
(iii) 300 mm internal diameter vent
shaft. Metre 5.60 5.90
29.44
(i) 150 mm internal diameter vent
shaft. Metre 1.65 1.75
(ii) 225 mm internal diameter vent
shaft. Metre 2.45 2.60
(iii) 300 mm internal diameter vent
shaft. Metre 3.20 3.40
29.45
Each 164.00 181.00
29.46
Each 65.00 68.00
Brick Sewers (Egg-shaped)
Painting two coats with anti-
corrosive bitumastic paint on new
work to give an even shade.
Finishing RCC vent shafts
minimum 200mm internal diameter
with exterior decorative cement
based paints on new work two coats
to give and even finish.
Painting one coat with anti-
corrosive bitumastic paint on old
work to give an even shade.
Finishing RCC vent shafts as per
item 29.45 above with exterior
decorative cement based paint on
old work one coat to give an even
shade.
Page 271 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.47 Construction of standard new Egg
shaped Type sewers to contract
drawing upto 4 metres below G.L.
including dressing of beds and sides
of tranches to exact profiles, grades
and alignment; lime concrete in beds
and sides (as per specified in item
10.3)/with Cement concrete 1:8:16
with 32mm gauge brick ballast
(10.45) with 1:3 cement sand collar
joint not less than 12.50mm thick on
sides, fine lime concrete / cement
concrete 1:8:16 with 20mm gauge
brick ballast in haunches (as per
specified in item No. 10.4,10.44)
1:1½:3 moulded Cement concrete
invert accurately finished with neat
Cement rendering face; specially
hand moulded first class rediated
brick work laid in 1:3 cement sand
mortar in the sides and under arch
rings of the sewer and specially hand
moulded first class radiated brick
work laid in 1:4 Cement sand
mortar in the outer archrings of the
sewers laid over 1:3 cement sand
collar joint not less than 12.50mm
in
thickness formed round the inner
layer of brick work and with the
entire inner surface of the sewer
rendered with a layer of neat
cement not less then 12.50mm thick
1:2 cement sand plaster and
finished with a floating coat of neat
cement left absolutely smooth,
polished and correct to template
finished with two coats of sodium
silicate where ever required.
The rate includes the cost of
accurately planned and fitted centring
and supports for all works as well as
for all curves, bends, falls and other
special works and the cleaning out the
sewer through out their lengths
Sodium Silicate shall be supplied free
of cost at the stores of the Engineer-In-
Charge.
Page 272 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
With lime
Conc.
With cement
conc. 1:8:16
with brick
ballast
With lime
Conc.
With cement
conc. 1:8:16
with brick
ballast
Per metre of
completed
sewer
Rs. Rs. Rs. Rs.
(a) 610mm x 915mm Per metre of
completed
sewer 526.00 492.00 537.00 503.00
(b) 660mm x 990mm Per metre of
completed
sewer 556.00 520.00 568.00 531.00
(c) 710mm x 1065mm Per metre of
completed
sewer 586.00 549.00 599.00 561.00
(d) 760mm x 1140mm Per metre of
completed
sewer 620.00 581.00 634.00 593.00
(e) 810mm x 1215mm Per metre of
completed
sewer 654.00 613.00 669.00 626.00
(f) 860mm x 1290mm Per metre of
completed
sewer 696.00 652.00 711.00 666.00
(g) 910mm x 1365mm Per metre of
completed
sewer 727.00 681.00 743.00 696.00
(h) 970mm x 1455mm Per metre of
completed
sewer 756.00 708.00 772.00 724.00
(i) 1020mm x 1530mm Per metre of
completed
sewer 793.00 743.00 810.00 759.00
(j) 1070mm x 1605mm Per metre of
completed
sewer 828.00 775.00 846.00 792.00
(k) 1120mm x 1680mm Per metre of
completed
sewer 862.00 807.00 880.00 825.00
(l) 1170mm x 1755mm Per metre of
completed
sewer 906.00 848.00 926.00 867.00
The finished inside dimension of egg-
shaped sewer being :-
Rates
Plains Sub-mountainous Region
Sr. No. Unit
Through Rate
Description
Through Rate
Page 273 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.48
Through
Rate
Through
Rate
(a) 610mm x 915mm Per Metre of
Completed
sewer 485.00 496.00
(b) 660mm x 990mm Per Metre of
Completed
sewer 512.00 524.00
(c) 710mm x 1065mm Per Metre of
Completed
sewer 541.00 553.00
(d) 760mm x 1140mm Per Metre of
Completed
sewer 572.00 585.00
(e) 810mm x 1215mm Per Metre of
Completed
sewer 604.00 617.00
(f) 860mm x 1290mm Per Metre of
Completed
sewer 642.00 656.00
(g) 910mm x 1365mm Per Metre of
Completed
sewer 671.00 686.00
(h) 970mm x 1455mm Per Metre of
Completed
sewer 698.00 713.00
(i) 1020mm x 1530mm Per Metre of
Completed
sewer 732.00 748.00
(j) 1070mm x 1605mm Per Metre of
Completed
sewer 763.00 781.00
(k) 1120mm x 1680mm Per Metre of
Completed
sewer 795.00 813.00
Construction of standard New Egg
Shaped Type Sewers to contract
drawings as described in item No.
29.47 above but with Cement
Concrete 1:8:16 with Stone Ballast
of 32mm Gauge in Beds and Sides
and 20mm Gauge in Haunches in
place of lime concrete in beds and
sides and fine lime concrete in
haunches in plains and sub-
mountainous area :-
The finished inside dimension of egg-
shaped sewer being :-
Page 274 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(l) 1170mm x 1755mm Per Metre of
Completed
sewer 836.00 855.00
29.49
(a) 610mm x 915mm Per Metre of
Completed
sewer 5.20 5.80
(b) 660mm x 990mm Per Metre of
Completed
sewer 5.50 6.10
(c) 710mm x 1065mm Per Metre of
Completed
sewer 5.80 6.40
(d) 760mm x 1140mm Per Metre of
Completed
sewer 6.10 6.70
(e) 810mm x 1215mm Per Metre of
Completed
sewer 6.40 7.10
(f) 860mm x 1290mm Per Metre of
Completed
sewer 6.90 7.50
(g) 910mm x 1365mm Per Metre of
Completed
sewer 7.20 7.90
(h) 970mm x 1455mm Per Metre of
Completed
sewer 7.40 8.10
(i) 1020mm x 1530mm Per Metre of
Completed
sewer 7.80 8.50
(j) 1070mm x 1605mm Per Metre of
Completed
sewer 8.10 8.90
(k) 1120mm x 1680mm Per Metre of
Completed
sewer 8.40 9.20
Extra over and above the rates for
item Nos. 29.47 and 29.48 above for
every additional 2 metres depth or
part thereof for depths beyond 4
metres below ground level. Finished
inside dimensions of egg-shaped
sewer being:-
Page 275 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(l) 1170mm x 1755mm Per Metre of
Completed
sewer 8.80 9.70
29.50
With lime
Concrete
With
cement
Concrete
With lime
Concrete
With
Cement
Concrete
29.50 Rs. Rs. Rs. Rs.
(a) 610mm x 915mm Per metre of
completed
sewer 302.00 274.00 308.00 280.00
(b) 660mm x 990mm Per metre of
completed
sewer 326.00 297.00 333.00 303.00
Construction of standard new Egg
shaped Type sewers to contract
drawing built upto 2/3rd height only
(as construction in manhole lengths)
upto 4 metres below G.L. including
dressing of beds and sides of trenches
to correct profiles, grades and
alignments, lime concrete (as
specified in item 10.3) or cement
concrete 1:8:16 brick ballast 32mm
gauge (item 10.45) in beds and
sides with 1:3 cement sand collar
joint not less than 12.50mm thick
on side, 1:11/2:3 moulded cement
concrete invert accurately finished
with neat cement rendering face;
specially hand moulded first class
radiated brick work laid in 1:3
cement sand mortar in the sides of
the sewer with the entire inner
surface of the sewer rendered with
neat cement not less than 12.50mm
thick of 1:2 cement sand plaster
and finished with a floating coat of
neat cement left absolutely smooth,
polished and correct to templete,
finished with two coats of sodium
silicate where-ever required. The rates
include the cost of accurately planned
and fitted centring moulds and
supports for all works, as well as all
curves, bends falls and other special
work and the cleaning out of the sewer
through out their length. Sodium
silicate shall be supplied free of cost
at the stores of the Engineer-in-
Charge.
The finished inside dimensions of egg-
shaped sewer being :-
Page 276 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(c) 710mm x 1065mm Per metre of
completed
sewer 345.00 314.00 352.00 320.00
(d) 760mm x 1140mm Per metre of
completed
sewer 363.00 331.00 371.00 338.00
(e) 810mm x 1215mm Per metre of
completed
sewer 382.00 348.00 390.00 355.00
(f) 860mm x 1290mm Per metre of
completed
sewer 408.00 372.00 417.00 380.00
(g) 910mm x 1365mm Per metre of
completed
sewer 427.00 389.00 436.00 397.00
(h) 970mm x 1455mm Per metre of
completed
sewer 445.00 406.00 455.00 415.00
(i) 1020mm x 1530mm Per metre of
completed
sewer 467.00 426.00 477.00 435.00
(j) 1070mm x 1605mm Per metre of
completed
sewer 491.00 448.00 501.00 457.00
(k) 1120mm x 1680mm Per metre of
completed
sewer 510.00 465.00 521.00 475.00
(l) 1170mm x 1755mm Per metre of
completed
sewer 532.00 485.00 543.00 495.00
29.51
(a) 610mm x 915mm Per metre of
completed
sewer 269.00 274.00
Construction of standard new egg
shaped type sewers to contract
drawings built upto 2/3rd Height only
(as constructed in manhole length) as
per described in item No. 29.50
above, But This provide cement
concrete 1:8:16 with stone ballast
of 32mm gauge in beds and sides
in place of lime concrete in beds side
in plains or sub-mountainous areas.
Finished inside dimensions of egg-
shaped sewer being :-
Page 277 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(b) 660mm x 990mm Per metre of
completed
sewer 291.00 297.00
(c) 710mm x 1065mm Per metre of
completed
sewer 307.00 314.00
(d) 760mm x 1140mm Per metre of
completed
sewer 324.00 331.00
(e) 810mm x 1215mm Per metre of
completed
sewer 341.00 348.00
(f) 860mm x 1290mm Per metre of
completed
sewer 365.00 373.00
(g) 910mm x 1365mm Per metre of
completed
sewer 381.00 390.00
(h) 970mm x 1455mm Per metre of
completed
sewer 398.00 407.00
(i) 1020mm x 1530mm Per metre of
completed
sewer 417.00 426.00
(j) 1070mm x 1605mm Per metre of
completed
sewer 439.00 449.00
(k) 1120mm x 1680mm Per metre of
completed
sewer 456.00 466.00
(l) 1170mm x 1755mm Per metre of
completed
sewer 476.00 486.00
29.52
(a) 610mm x 915mm Per metre of
completed
sewer 2.40 2.60
Extra over and above the rates for
item Nos. 29.50and 29.51 above for
every additional 2 metres depth or
part thereof for depths beyond 4
metres depth below ground level.
Finished inside dimensions of egg
shaped sewer being:-
Page 278 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(b) 660mm x 990mm Per metre of
completed
sewer 2.60 2.90
(c) 710mm x 1065mm Per metre of
completed
sewer 2.75 3.00
(d) 760mm x 1140mm Per metre of
completed
sewer 2.90 3.20
(e) 810mm x 1215mm Per metre of
completed
sewer 3.05 3.35
(f) 860mm x 1290mm Per metre of
completed
sewer 3.30 3.60
(g) 910mm x 1365mm Per metre of
completed
sewer 3.40 3.75
(h) 970mm x 1455mm Per metre of
completed
sewer 3.55 3.90
(i) 1020mm x 1530mm Per metre of
completed
sewer 3.75 4.10
(j) 1070mm x 1605mm Per metre of
completed
sewer 3.95 4.35
(k) 1120mm x 1680mm Per metre of
completed
sewer 4.10 4.50
(l) 1170mm x 1755mm Per metre of
completed
sewer 4.25 4.70
Brick Sewer (Circular Non
pressure)
Page 279 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.53
With lime
Concrete
With Cement
Concrete
With lime
concrete
With cement
concrete
Rs. Rs. Rs. Rs.
arch, 1:3 cement sand collar joint
not less than 12.50mm in thickness
formed round the inner layer of brick
work and with the entire inner
surface of the sewers rendered with
neat cement not less then 12.50mm
in thickness of 1:2 cement sand
plaster and finished with A floating
coat of neat cement left absolutely
smooth, polished and correct to
template finished with two coats of
sodium sillcate where ever required.
The rates include the cost of
accurately planed and fitted centring
moulds and supports for all works as
well as for all curves, bends, falls and
other special works and cleaning out
the sewer through out their length,
Sodium Silicate shall be supplied free
of cost at the stores of the Engineer-In-
Charge.
Construction of brick circular non
presure type sewer to contract
drawing upto 4 metres below G.L.
including dressing of beds and side
of trenches to exact profiles, grades
and alignment; Lime concrete,
cement concrete 1:8:16 with brick
ballast in bed and sides (as per
specified in item No. 10.03 and. 10.45
with 1:3 cment sand collar joint not
less than 12.50mm thick on sides,
fine lime concrete/ cement concrete
1:8:16 with brick ballast in
haunches, (as per specified in item
No. 10.4-10.44) 1:1,1/2:3 moulded
cement concrete invert accurately
finished with neat cement rendering
face, specially hand moulded first
class radiated brick work laid in 1:3
cement sand mortar in the inner
arch rings of the sewers and
specially hand moulded first class,
radiated brick work laid in 1:4
Cement sand mortar in the outer
arch rings of sewers laid over
The finished inside diameter of egg-
shaped sewer being :-
Page 280 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(a) 760mm Per metre of
completed
sewer 483.00 458.00 493.00 468.00
(b) 840mm Per metre of
completed
sewer 525.00 497.00 536.00 508.00
(c) 915mm Per metre of
completed
sewer 566.00 535.00 579.00 547.00
(d) 990mm Per metre of
completed
sewer 625.00 589.00 638.00 602.00
(e) 1065mm Per metre of
completed
sewer 667.00 629.00 682.00 643.00
(f) 1145mm Per metre of
completed
sewer 730.00 685.00 746.00 700.00
(g) 1220mm Per metre of
completed
sewer 781.00 732.00 798.00 748.00
(h) 1295mm Per metre of
completed
sewer 821.00 770.00 839.00 787.00
(i) 1370mm Per metre of
completed
sewer 954.00 885.00 974.00 904.00
(j) 1450mm Per metre of
completed
sewer 997.00 925.00 1018.00 945.00
(k) 1525mm Per metre of
completed
sewer 1042.00 967.00 1064.00 988.00
Page 281 CSR-1987 [Re-print]
Plains Sub-
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Region
Sr. No. Unit RatesDescription
29.54
Plains
The finished inside diameter of
sewer being :-
Rs. Rs. Rs. Rs.
(a) 760mm Per metre
completed
sewer 452.00 462.00
(b) 840mm Per metre
completed
sewer 491.00 502.00
(c) 915mm Per metre
completed
sewer 529.00 541.00
(d) 990mm Per metre
completed
sewer 581.00 594.00
(e) 1065mm Per metre
completed
sewer 621.00 635.00
(f) 1145mm Per metre
completed
sewer 676.00 691.00
(g) 1220mm Per metre
completed
sewer 722.00 738.00
(h) 1295mm Per metre
completed
sewer 759.00 776.00
(i) 1370mm Per metre
completed
sewer 869.00 888.00
Sub-mountainous Region
Rates
Construction of Brick Circular non
pressure type sewers to contract
drawings as per specified in item No.
29.53 above, but this provides
cement concrete 1:8:16 with stone
ballast of 32 mm gauge in beds and
sides and 20 mm gauge in
haunches in place of lime concrete
in beds and sides and fine lime
concrete in haunches in sub-
mountainous or plain areas :-
Page 282 CSR-1987 [Re-print]
Plains Sub-
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Region
Sr. No. Unit RatesDescription
(j) 1450mm Per metre
completed
sewer 909.00 929.00
(k) 1525mm Per metre
completed
sewer 950.00 971.00
29.55
(a) 760mm Per metre
completed
sewer 5.00 5.50
(b) 840mm Per metre
completed
sewer 5.40 6.00
(c) 915mm Per metre
completed
sewer 5.80 6.40
(d) 990mm Per metre
completed
sewer 6.40 7.00
(e) 1065mm Per metre
completed
sewer 6.80 7.50
(f) 1145mm Per metre
completed
sewer 7.30 8.10
(g) 1220mm Per metre
completed
sewer 7.80 8.60
(h) 1295mm Per metre
completed
sewer 8.20 9.00
(i) 1370mm Per metre
completed
sewer 9.30 10.00
(j) 1450mm Per metre
completed
sewer 9.70 10.70
Extra over and above the rates for
item Nos. 29.53 and 29.54 above for
every additional 2 metres depth or
part thereof for depths beyond 4
metres below ground level.
The finished inside diametre of
sewer being :-
Page 283 CSR-1987 [Re-print]
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Region
Sr. No. Unit RatesDescription
(k) 1525mm Per metre
completed
sewer 10.20 11.20
29.56
With lime
Concrete
With cement
concrete
With lime
Concrete
With cement
concrete
Rs. Rs. Rs. Rs.
(a) 760mm Per metre of
completed
sewer 250.00 227.00 255.00 232.00
(b) 840mm Per metre of
completed
sewer 273.00 248.00 279.00 253.00
The finished inside diameter of sewer
being :-
Construction of brick circular non
pressure type sewers to contract
drawings built up one half height
only (as constructed in manhole
lengths) upto 4 metres below G.L.
including dressing of beds and sides
of trenches to exact profiles, grades
and alignment, lime concrete
/cement concrete 1:8:16 with brick
ballast 32mm gauge in beds and
sides (as per specified in item No.
10.3/10.45) with 1:3 cment sand
collar joint not less than 12.50mm
thick on side, 1:1½:3 moulded
cement concrete invert, accurately
finished with neat cement
rendering face, specially hand
moulded first class radiated brick work
in 1:3 cement sand mortar in the
inner arch rings of sewers upto one
half with entire inner surface of the
sewer rendered with neat cement
not less then 12.50mm thickness
1:2 cement sand plaster and
finished with a floating coat of neat
cement left absolutely smooth,
polished and correct to template
finished with two coats of sodium
sillcate where ever required.
The rate include the cost of accurately
planned and fitted centring moulds
and supports for all works as well as
for all curves, bends, falls and other
special works and the cleaning out of
the sewers through out their lengths,
Sodium Silicate shall be supplied free
of cost at the stores of the Engineer-In-
Charge.
Page 284 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(c) 915mm Per metre of
completed
sewer 302.00 275.00 308.00 280.00
(d) 990mm Per metre of
completed
sewer 335.00 303.00 342.00 309.00
(e) 1065mm Per metre of
completed
sewer 353.00 319.00 360.00 326.00
(f) 1145mm Per metre of
completed
sewer 402.00 362.00 410.00 369.00
(g) 1220mm Per metre of
completed
sewer 432.00 388.00 440.00 396.00
(h) 1295mm Per metre of
completed
sewer 455.00 410.00 464.00 418.00
(i) 1370mm Per metre of
completed
sewer 479.00 431.00 489.00 440.00
(j) 1450mm Per metre of
completed
sewer 498.00 448.00 508.00 457.00
(k) 1525mm Per metre of
completed
sewer 524.00 472.00 534.00 482.00
29.57
(a) 760mm Per metre of
completed
sewer 223.00 227.00
(b) 840mm Per metre of
completed
sewer 243.00 248.00
The finished inside diameter of sewer
being :-
Construction of Brick circular non
pressure type sewers to contract
drawing built up one half height
only (as constructed in manhole
lengths) as per described in item No.
29.56 above, but this provide
cement concrete 1:8:16 with stone
ballast of 32mm gauge in beds and
sides in place of lime concrete in
beds and sides in plain or sub-
mountainous area.
Page 285 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(c) 915mm Per metre of
completed
sewer 269.00 275.00
(d) 990mm Per metre of
completed
sewer 296.00 303.00
(e) 1065mm Per metre of
completed
sewer 312.00 319.00
(f) 1145mm Per metre of
completed
sewer 354.00 361.00
(g) 1220mm Per metre of
completed
sewer 379.00 387.00
(h) 1295mm Per metre of
completed
sewer 400.00 409.00
(i) 1370mm Per metre of
completed
sewer 421.00 430.00
(j) 1450mm Per metre of
completed
sewer 438.00 447.00
(k) 1525mm Per metre of
completed
sewer 461.00 471.00
29.58
(a) 760mm Per metre of
completed
sewer 1.95 2.15
(b) 840mm Per metre of
completed
sewer 2.10 2.30
(c) 915mm Per metre of
completed
sewer 2.40 2.60
Extra over and above the rates for
item No. 29.56 and 29.57 above for
every additional 2 metres depth or
part thereof for depths beyond 4
metres below ground level.
The finished inside diametre of sewer
being:-
Page 286 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(d) 990mm Per metre of
completed
sewer 2.60 2.90
(e) 1065mm Per metre of
completed
sewer 2.75 3.05
(f) 1145mm Per metre of
completed
sewer 3.15 3.45
(g) 1220mm Per metre of
completed
sewer 3.40 3.70
(h) 1295mm Per metre of
completed
sewer 3.60 3.95
(i) 1370mm Per metre of
completed
sewer 3.80 4.15
(j) 1450mm Per metre of
completed
sewer 3.90 4.30
(k) 1525mm Per metre of
completed
sewer 4.15 4.60
R.C.C Cum Brick Circular Sewers
Page 287 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.59
Rs. Rs. Rs. Rs.
(a) 760mm Per metre of
completed
sewer 659.00 669.00
(b) 840mm Per metre of
completed
sewer 715.00 726.00
(c) 915mm Per metre of
completed
sewer 766.00 778.00
Construction of R.C.C cum brick
circular (pressure type) sewers to
contract drawings upto 4 metres
below ground level including
dressing of beds and sides of trenches
to exact profile, grades and alignment,
Cement concrete of 1:2:4 mix in
beds and sides (as per specified in
item no. 10.11) R.C.C. ring of 1:2:4
mix having the reinforcement as
shown in the contract drawings.
11.5cm thick first class specially hand
moulded radiated brick work laid in
1:2 cement sand mortar for inner
arch of the sewer and 11.5cm thick
first class specially hand moulded
radiated brick work laid in 1:5
cement sand mortar for protecting
ring laid over the upper portion of
the RCC ring. 12.50mm thick 1:2
cement sand plaster on the lower
half portion of the sewer finished
with a floating coat of neat cement
left absolutely smooth, polished and
correct to template, finished with two
coats of sodium silicate where ever
required.
The rates includes the cost of
accurately planed and fitted centring
moulds and supports for all works as
well as for all curves, bends, falls and
other special work and cleaning out
the sewer through out their lengths,
sodium silicate shall be supplied free
of cost at the stores of the Engineer-in-
charge.
The finished inside diameter of sewer
being :-
Page 288 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(d) 990mm Per metre of
completed
sewer 815.00 827.00
(e) 1065mm Per metre of
completed
sewer 870.00 884.00
(f) 1145mm Per metre of
completed
sewer 953.00 968.00
(g) 1220mm Per metre of
completed
sewer 1006.00 1021.00
(h) 1295mm Per metre of
completed
sewer 1185.00 1202.00
(i) 1370mm Per metre of
completed
sewer 1247.00 1265.00
(j) 1450mm Per metre of
completed
sewer 1307.00 1326.00
(k) 1525mm Per metre of
completed
sewer 1363.00 1382.00
29.60
(a) 760mm Per metre of
completed
sewer 5.70 6.30
(b) 840mm Per metre of
completed
sewer 6.20 6.80
(c) 915mm Per metre of
completed
sewer 6.60 7.20
(d) 990mm Per metre of
completed
sewer 7.00 7.70
The finished inside diametre of sewer
being :-
Extra over and above the rates for
item Nos. 29.59 above for Every
additional 2 metres depth or part
there of for depths beyond 4 metres
below ground level :-
Page 289 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(e) 1065mm Per metre of
completed
sewer 7.50 8.20
(f) 1145mm Per metre of
completed
sewer 8.00 8.80
(g) 1220mm Per metre of
completed
sewer 8.50 9.30
(h) 1295mm Per metre of
completed
sewer 9.40 10.30
(i) 1370mm Per metre of
completed
sewer 9.90 10.90
(j) 1450mm Per metre of
completed
sewer 10.40 11.40
(k) 1525mm Per metre of
completed
sewer 10.80 11.90
29.61 Construction of R.C.C cum brick
circular pressure type sewers to
contract drawing build up one half
height only (as constructed in
manhole lengths) upto 4 metres
below ground level, including
dressing of beds and sides of trenches
to exact profiles, grades and
alignment. Cement concrete of 1:2:4
mix in beds and sides (as per
specified in item No. 10.11) R.C.C.
ring of 1:2:4 mix upto half height of
sewers having the reinforcment as
shown in the contract drawing,
11.5cm thick first class specially hand
moulded first class radiated brick
work laid in 1:2 cement sand
mortar for inner arch ring of the
sewer upto half height. 12.50mm
thick cement sand plaster on the
entire lower portion of the sewer as
shown in the contract drawing,
finished with a floating coat of neat
cement left accurately smooth,
polished and correct to template,
finished with two coats of sodium
silicate where ever required.
Page 290 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
Rs. Rs. Rs. Rs.
(a) 760mm Per metre of
completed
sewer 374.00 379.00
(b) 840mm Per metre of
completed
sewer 406.00 412.00
(c) 915mm Per metre of
completed
sewer 435.00 441.00
(d) 990mm Per metre of
completed
sewer 464.00 471.00
(e) 1065mm Per metre of
completed
sewer 496.00 503.00
(f) 1145mm Per metre of
completed
sewer 542.00 549.00
(g) 1220mm Per metre of
completed
sewer 573.00 580.00
(h) 1295mm Per metre of
completed
sewer 732.00 741.00
(i) 1370mm Per metre of
completed
sewer 769.00 779.00
(j) 1450mm Per metre of
completed
sewer 806.00 817.00
(k) 1525mm Per metre of
completed
sewer 840.00 851.00
The rate include the cost of accurately
planned and fitted centring moulds
and supports for all work as well as for
all curves, bends, falls and other
special works and cleaning out the
sewers throughout their lengths,
Sodium silicate shall be supplied free
of cost at the stores of the Engineer-In-
Charge.
The finished inside diameter of the
sewer being :-
Page 291 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.62
(a) 760mm Per metre of
completed
sewer 2.25 2.50
(b) 840mm Per metre of
completed
sewer 2.45 2.70
(c) 915mm Per metre of
completed
sewer 2.60 2.90
(d) 990mm Per metre of
completed
sewer 2.80 3.10
(e) 1065mm Per metre of
completed
sewer 3.00 3.30
(f) 1145mm Per metre of
completed
sewer 3.25 3.55
(g) 1220mm Per metre of
completed
sewer 3.40 3.80
(h) 1295mm Per metre of
completed
sewer 4.20 4.60
(i) 1370mm Per metre of
completed
sewer 4.40 4.80
(j) 1450mm Per metre of
completed
sewer 4.60 5.10
(k) 1525mm Per metre of
completed
sewer 4.80 5.30
Notes :-
Extra over and above the rates for
item Nos. 29.61 above for every
additional 2 metres depth or part
there of for depths beyond 4 metres
below ground level.
The finished inside diametre of the
sewer being :-
Page 292 CSR-1987 [Re-print]
Plains Sub-
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Region
Sr. No. Unit RatesDescription
(i)
(ii)
(iii)
(iv) In the event of any extra or additional
work being carried out under Orders in
Writing of the Engineer-in-charge of
the works, in connection with any brick
egg-shaped/circular sewers, the same
shall be measured and paid for at the
respective rates laid down in this
schedule under the head lime
concrete, plain and reinforced cement
concrete, brick work, painting and
plastering etc. for the items of extra
work actually carried out.
A reduction of Rs. 50/- per metre shall
be made in the rates of sewers, in
case steel forms for lime concrete and
arch work are provided by the
department. The item includes other
elements such as labour for fixing the
form and cost of other templates
which are not to be supplied by the
department.
For all types of sewers described
under item No. 29.47, 29.48, 29.50,
29.51, 29.53, 29.54, 29.56, 29.57,
29.59 and 29.61 the through rates laid
down in these items shall be payable
in all cases and not the individual
rates for lime concrete, brick work
plastering and other separates
components items of work as laid
down in the schedule.
In the case of manholes, junctions and
junction chambers, over flow
chambers, flushing taknks and various
works, however, payments will be
made on the basis of detailed
measurements of each separate item
of work carried out under the heads
lime concrete, plain and reinforced
concrete, brick works, painting and
plastering, etc. as laid down and
described in this schedule, Provided to
composite rate exsits and no extra
allowance above such rates, shall be
allowed to the contractor for any
reason what so ever.
Page 293 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(v)
(vi)
Salt Glazed Stone ware Pipes
sewers and Drains
In the event of Engineer-in-charge
requiring the provision of the whole or
any part of the foundation or envelope
of any brick egg-shaped/circlar sewers
to be constructed of cement concrete
in place of lime concrete, a deduction
shall be made according to the rates
specified in item No. 10.3 and 10.4 for
lime concrete in beds and sides and
fine lime concrete in haunches and
top arch ring, etc., on account of the
actual value of lime concrete from the
amount payable to the contractor and
the Contractor shall be entitled to
payment for the cement concrete work
actually carried out by him under the
orders of the Engineer-in-charge at the
relavant rates laid down in schedule of
rates depending on the specifications
and decription of the said concrete
work.
No extra over and above and said rate
laid down in this schedule of rates
shall be allowed to the contractor due
to difficulties of the work, small
dimensions, laying concrete in or
under water, or on account of any
troubles or difficulties, whatsoever,
which may be encountered by him in
the work and the contractor before
tendering for the work shall make
himself throughly acquainted with all
local conditions and difficulties in
respect thereof in this tender.
Socketted joints made on branch
pipes, junctions or blocks laid in
connection with brick burn sewers, will
be paid for at the rate laid down for
jointing salt glazed stone ware pipes,
vide item No. 29.64
Page 294 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.63
(a) 100mm internal diameter of
sewer.
10 Meteres of
Completed
Sewer 20.50 22.00
(b) 150mm internal diameter of
sewer.
10 Meteres of
Completed
Sewer 34.50 37.00
(c) 175mm internal diameter of
sewer.
10 Meteres of
Completed
Sewer 38.50 41.50
(d) 200mm internal diameter of
sewer.
10 Meteres of
Completed
Sewer 45.00 48.00
(e) 225mm internal diameter of
sewer.
10 Meteres of
Completed
Sewer 52.00 55.00
(f) 250mm internal diameter of
sewer.
10 Meteres of
Completed
Sewer 59.00 62.00
(g) 300mm internal diameter of
sewer.
10 Meteres of
Completed
Sewer 80.00 85.00
(h) 350mm internal diameter of
sewer.
10 Meteres of
Completed
Sewer 107.00 114.00
Lowering salt Glazed Stone ware
Pipes and Specials into Trenches
for all depths and Laying out the
same to correct alignment, Gradients,
levels etc., In Trenches including all
dressing and trimming of bed and
sides of trenches, if required trimming
and cutting of concrete beds and
joints holes, supporting the pipes and
specials, in correct position in a
suitable rigid manner while the same
are being jointed and until the
surrounding benching, haunching and
envelopes are completed. The sewer
shall rest on the bed at every point
through-out its length and to ensure
this, it shall be grouted in without extra
change by the contractor with lime
surkhi mortar in the case of lime
concrete beds and 1:3 cement sand
mortar in the case of cement concrete
beds Including cartage from
Divisional Store or nearest Railway
Station to Site of work :-
Page 295 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(i) 375mm internal diameter of
sewer.
10 Meteres of
Completed
Sewer 130.00 138.00
(j) 400mm internal diameter of
sewer.
10 Meteres of
Completed
Sewer 144.00 153.00
(k) 450mm internal diameter of
sewer.
10 Meteres of
Completed
Sewer 173.00 184.00
29.64
(a) 100mm internal diameter of
sewer or branch pipe
Per joint
complete. 3.45 3.60
(b) 150mm internal diameter of
sewer or branch pipe
Per joint
complete. 5.10 5.30
(c) 175mm internal diameter of
sewer or branch pipe
Per joint
complete. 5.80 6.10
(d) 200mm internal diameter of
sewer or branch pipe
Per joint
complete. 6.70 7.00
(e) 225mm internal diameter of
sewer or branch pipe
Per joint
complete. 7.60 8.00
(f) 250mm internal diameter of
sewer or branch pipe
Per joint
complete. 9.50 10.00
(g) 300mm internal diameter of
sewer or branch pipe
Per joint
complete. 11.50 12.00
The rates include all bricks and
supports for the sewer and also all
sight rails and appliances to ensure
that the sewer is maintained to perfect
alignment and gradients through out.
Jointing and fixing salt glazed
stone ware pipes and specials in
trenches, using cement sand
mortar 1:1 and best white Italian
Tarred Hemp Yarn including
finishing and trowelling of each joint
at an angle of 45 degree with the
longitudinal axis of the pipes,
watering, keeping the joints covered
and wetted till the same are cured,
testing the sewer lines for leakage and
making all leakages and defects good,
complete as laid down in the contract
specificatons :-
Page 296 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(h) 350mm internal diameter of
sewer or branch pipe
Per joint
complete. 12.50 13.00
(i) 375mm internal diameter of
sewer or branch pipe
Per joint
complete. 13.50 14.00
(j) 400mm internal diameter of
sewer or branch pipe
Per joint
complete. 14.50 15.50
(k) 450mm internal diameter of
sewer or branch pipe
Per joint
complete. 16.00 16.50
(i)
(ii)
(iii)
Notes :-
The lime concrete in beds, benching,
haunching and envelopes of all glazed
stone ware pipe sewers will be paid for
separately according to the
measurements of the work carried out
to the requirements of the Engineer-in-
charge, or as shown in the contract
drawing, at the rates given in the
schedule of the rates, depending upon
the description and specifications of
the concrete. All brick ballast must be
absolutely clean and free from rubbish
dirt, clay, etc.
If any cement concrete is ordered by
the Engineer-in-charge to be placed in
the bed, benching, haunchings of
envelopes of any glazed stone were
pipe sewers, the same will be paid for
at the rates given in the schedule of
rates for the respective specifications
and description of the concrete work
carried out.
No extra over andabove the rates of
this schedule for lime concrete and
cement concrete work in beds
haunches and envelopes will be
allowed by reaons of any difficulties or
wastage in work or for rough
shuttering or moulding.
Page 297 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(iv)
29.65
(a) 100mm internal diameter of
pipe or specials Per cut 1.30 1.45
(b) 150mm internal diameter of
pipe or specials Per cut 1.95 2.10
(c) 175mm internal diameter of
pipe or specials Per cut 2.25 2.45
(d) 200mm internal diameter of
pipe or specials Per cut 2.55 2.75
(e) 225mm internal diameter of
pipe or specials Per cut 2.85 3.10
(f) 250mm internal diameter of
pipe or specials Per cut 3.15 3.45
(g) 300mm internal diameter of
pipe or specials Per cut 3.80 4.10
(h) 350mm internal diameter of
pipe or specials Per cut 4.45 4.80
(i) 375mm internal diameter of
pipe or specials Per cut 4.75 5.15
(j) 400mm internal diameter of
pipe or specials Per cut 5.10 5.50
(k) 450mm internal diameter of
pipe or specials Per cut 5.70 6.20
29.66 Extra for laying and fixing drain
chutes in pipe sewers including
lowering, aligning, setting in brick
work and concrete cutting away and
making good complete.
In cases where caps on sockets of
branches have to be removed in order
to make the joints with the next pipes
on extra shall be payable for cutting
and removing the caps.
Cutting glazed stone ware pipe and
specials chipping and finishing the
cut surface to a uniform finish and
roughing the part of the pipes, if any
entering the sockets of the adjacent
pipes complete, to the satisfaction of
the Engineer-In-Charge of the works :-
Page 298 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(a) 100mm internal diameter Per chute 3.25 3.60
(b) 150mm internal diameter Per chute 3.90 4.30
(c) 175mm internal diameter Per chute 4.70 5.20
(d) 200mm internal diameter Per chute 6.10 6.70
(e) 225mm internal diameter Per chute 6.70 7.30
29.67
(a) 100mm to 375mm internal
diameter of sewer and 100mm
internal diameter of branch.Per branch
complete 2.35 2.50
(b) 100mm to 375mm internal
diameter of sewer and 150mm
internal diameter of branch.Per branch
complete 3.30 3.50
(c) 100mm to 375mm internal
diameter of sewer and 175mm
internal diameter of branch.Per branch
complete 3.85 4.05
29.68
Per square
benching
and flooring
surface
measured
horizontally. 15.00 16.50
Extra over the rate laid down in this
schedule for cement concrete work
for making and finishing benching
and complicated floor work in
manholes including formation of
channels and bulldozing and smooth
finishing the surface accurately to
templete.
Extra for laying oblique junction
branches in stone ware pipe sewers
including lowering, aligning, setting
in correct position with correct slopes
of branches and cutting and making
room for branches complete :-
Plain and Reinforced Concrete
Pipes
Page 299 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.69
(a) 10 metres of
completed
sewer 15.50 16.50
(b) 10 metres of
completed
sewer 22.00 23.00
(c) 10 metres of
completed
sewer 28.00 29.00
(d) 10 metres of
completed
sewer 31.50 33.00
(e) 10 metres of
completed
sewer 37.00 38.00
(f) 10 metres of
completed
sewer 47.50 49.00
(g) (i) 350mm internal diameter of
sewer class (NP1 or NP2)10 metres of
completed
sewer 83.00 84.00
100mm internal diameter of sewer.
Lowering Plain and Reinforced
Concrete Pipes and Specials into
Trenches for all Depths and Laying
out the same to correct alignment,
gradients, levels etc. including all
dressing and trimming and cutting of
concrete beds and joints holes,
supporting the pipes and specials in
correct position in a suitable rigid
manner while the same are being
jointed and until the surrounding
benchings, haunches and envelopes
are completed. The pipes shall rest on
the beds at all joints through their
lengths and to ensure this, they shall
be grouted in where necessary as
described in item No. 29.63 including
carriage from stores of the Engineer -
In - Charge and Safe Delivery there
of at site of works, this includes
loading, unloading, stacking at
convenient points adjacent to the work
ready for lowering as may be found
most convenient in the interest of
works :-
300mm internal diameter of sewer.
150mm internal diameter of sewer.
200mm internal diameter of sewer.
225mm internal diameter of sewer.
250mm internal diameter of sewer.
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(ii) 350mm internal diameter of
sewer class (NP3 or NP4)10 metres of
completed
sewer 229.00 232.00
(h) (i) 400mm internal diameter of
sewer class (NP1 or NP2)10 metres of
completed
sewer 118.00 119.00
(ii) 400mm internal diameter of
sewer class (NP3 or NP4)10 metres of
completed
sewer 256.00 259.00
(i) (i) 450mm internal diameter of
sewer class (NP1 or NP2)10 metres of
completed
sewer 129.00 131.00
(ii) 450mm internal diameter of
sewer class (NP3 or NP4)10 metres of
completed
sewer 283.00 286.00
(j) (i) 500mm internal diameter of
sewer class (NP1 or NP2)10 metres of
completed
sewer 140.00 142.00
(ii) 500mm internal diameter of
sewer class (NP3 or NP4)10 metres of
completed
sewer 310.00 313.00
(k) (i) 600mm internal diameter of
sewer class (NP1 or NP2)10 metres of
completed
sewer 165.00 167.00
(ii) 600mm internal diameter of
sewer class (NP3 or NP4)10 metres of
completed
sewer 391.00 396.00
(l) (i) 700mm internal diameter of
sewer class (NP1 or NP2)10 metres of
completed
sewer 223.00 225.00
(ii) 700mm internal diameter of
sewer class (NP3 or NP4)10 metres of
completed
sewer 451.00 457.00
(m) (i) 800mm internal diameter of
sewer class (NP1 or NP2)10 metres of
completed
sewer 288.00 291.00
(ii) 800mm internal diameter of
sewer class (NP3 or NP4)10 metres of
completed
sewer 576.00 583.00
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(n) (i) 900mm internal diameter of
sewer class (NP1 or NP2)10 metres of
completed
sewer 338.00 342.00
(ii) 900mm internal diameter of
sewer class (NP3 or NP4)10 metres of
completed
sewer 720.00 728.00
(o) (i) 1000mm internal diameter of
sewer class (NP1 or NP2)
10 metres of
completed
sewer 436.00 441.00
(ii) 1000mm internal diameter of
sewer class (NP3 or NP4)
10 metres of
completed
sewer 790.00 799.00
(p) (i) 1100mm internal diameter of
sewer class (NP1 or NP2)10 metres of
completed
sewer 528.00 534.00
(ii) 1100mm internal diameter of
sewer class (NP3 or NP4)10 metres of
completed
sewer 1007.00 1019.00
(q) (i) 1200mm internal diameter of
sewer class (NP1 or NP2)10 metres of
completed
sewer 620.00 627.00
(ii) 1200mm internal diameter of
sewer class (NP3 or NP4)10 metres of
completed
sewer 1090.00 1102.00
(i)
(ii)
The octroi and terminal taxes on the
pipes and specials will not be payable
by the contractor, but he should be
liable for all losses, breakages and
other damages to the pipes and
specials from the moment he takes
delivery thereof and thereafter until the
pipes and specials have been jointed
and tested.
The rate includes all bricks supports,
sight rails and appliances required to
ensure that the alignment and gradient
of the sewer is perfectly maintained
thoughout.
Notes :
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29.70
(a) 100mm Per Collar
Joint 5.50 5.80
(b) 150mm Per Collar
Joint 7.40 7.80
(c) 200mm Per Collar
Joint 9.30 9.80
(d) 225mm Per Collar
Joint 11.50 12.00
(e) 250mm Per Collar
Joint 13.00 14.00
(f) 300mm Per Collar
Joint 16.50 17.50
(g) 350mm Per Collar
Joint 20.00 21.00
(h) 400mm Per Collar
Joint 23.00 24.50
(i) 450mm Per Collar
Joint 32.50 34.50
(j) 500mm Per Collar
Joint 37.00 39.00
(k) 600mm Per Collar
Joint 44.00 46.50
(l) 700mm Per Collar
Joint 50.00 53.00
Jointing plain and reinforced
concrete pipes and specials in
trenches using collar joints jointed
with 1:1½ cement sand mortar
nearly dry, heavily caulked into joints
and with the end Dowels filled with
1:1½ cement sand mortar including
facing trowelling and finishing the
joints at the angle of 45 degree with
faces of collars keeping joints wet till
cured, testing the drain lines or
leakage and making good all leakage
and defects as laid down in the
contract specifications complete with
2 spigot ends jointed to collar and
internal diameter of sewer pipe or
special being :-
Page 303 CSR-1987 [Re-print]
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(m) 800mm Per Collar
Joint 58.00 61.00
(n) 900mm Per Collar
Joint 66.50 69.50
(o) 1000mm Per Collar
Joint 75.00 79.00
(p) 1100mm Per Collar
Joint 85.00 89.00
(q) 1200mm Per Collar
Joint 94.50 99.00
(i)
(ii)
29.71
(a) 100mm internal diameter of
pipe or specials. Per cut 2.20 2.35
(b) 150mm internal diameter of
pipe or specials. Per cut 2.90 3.15
(c) 200mm internal diameter of
pipe or specials. Per cut 3.65 3.95
(d) 225mm internal diameter of
pipe or specials. Per cut 4.00 4.35
(e) 250mm internal diameter of
pipe or specials. Per cut 4.35 4.75
If any socketted, plain or reinforced
cement concrete pipes or specials are
jointed with 1:1 cement sand mortar
and tarred yarn as described for salt
glazed stone ware pipes and specials
in item No. 29.64 of this schedule, the
jointing rates laid down for the sizes of
pipes or specials given in item 29.64
of this schedule shall be payable for
such joints.
Notes :-
Cutting plain and reinforced
concrete pipes sepcials, chipping
and Finishing the cut surface to a
uniform finish to the satisfaction of
the Engineer-In-Charge :-
Note (i), (ii),(iii) and (iv) following item
29.64 of this schedule shall also apply
to all lines of drains with plain or
reinforced concrete pipes and
specials.
Page 304 CSR-1987 [Re-print]
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(f) 300mm internal diameter of
pipe or specials. Per cut 5.20 5.70
(g) 350mm internal diameter of
pipe or specials. Per cut 6.70 7.20
(h) 400mm internal diameter of
pipe or specials. Per cut 7.40 8.00
(i) 450mm internal diameter of
pipe or specials. Per cut 8.20 8.90
(j) 500mm internal diameter of
pipe or specials. Per cut 8.90 9.70
(k) 600mm internal diameter of
pipe or specials. Per cut 10.50 11.50
(l) 700mm internal diameter of
pipe or specials. Per cut 12.00 13.00
(m) 800mm internal diameter of
pipe or specials. Per cut 13.50 15.00
(n) 900mm internal diameter of
pipe or specials. Per cut 15.50 16.50
(o) 1000mm internal diameter of
pipe or specials. Per cut 17.00 18.50
(p) 1100mm internal diameter of
pipe or specials. Per cut 18.50 20.00
(q) 1200mm internal diameter of
pipe or specials. Per cut 20.00 22.00
29.72
(a) 100mm internal diameter of
sewer and 100mm internal
diameter of branch.
Per branch
complete 1.35 1.40
(b) 150mm internal diameter of
sewer and 100mm internal
diameter of branch.
Per branch
complete 1.35 1.40
Extra for laying oblique junction
branches in concrete pipe sewers,
including setting in concrete
position and with correct slopes of
branches and cutting and making
room for branches complete :-
Page 305 CSR-1987 [Re-print]
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(c) 200mm internal diameter of
sewer and 100mm internal
diameter of branch.
Per branch
complete 2.15 2.20
(d) 225mm internal diameter of
sewer and 100mm to 200mm
internal diameter of branch.Per branch
complete 3.15 3.30
(e) 250mm internal diameter of
sewer and 100mm to 225mm
internal diameter of branch.Per branch
complete 3.90 4.05
(f) 300mm internal diameter of
sewer and 100mm to 250mm
internal diameter of branch.Per branch
complete 4.65 4.80
(g) 350mm internal diameter of
sewer and 100mm to 300mm
internal diameter of branch.Per branch
complete 6.20 6.40
(h) 400mm internal diameter of
sewer and 100mm to 350mm
internal diameter of branch.Per branch
complete 8.40 8.60
(i) 450mm internal diameter of
sewer and 100mm to 400mm
internal diameter of branch.Per branch
complete 9.90 10.10
(j) 500mm internal diameter of
sewer and 100mm to 450mm
internal diameter of branch.Per branch
complete 12.50 13.00
29.73
(a) 100mm internal diameter Each 15.50 17.00
(b) 150mm internal diameter Each 18.50 20.00
(c) 200mm internal diameter Each 25.50 28.00
Stone-ware Intercepting Traps, Flap
valves, Road Gullies etc.
Fixing cast iron or stone ware
intercepting traps to be supplied by
the Engineer-In-Charge and
embedding the same in cement
concrete to the requirements of the
Engineer-In-Charge in screening
chambers Including Carriage from
the stores of the Engineer-in-Charge :-
Page 306 CSR-1987 [Re-print]
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29.74
Each 22.00 24.00
29.75
Per
Connection 22.00 22.50
29.76
Per
Connection 18.00 18.50
29.77
Per
Connection 14.50 15.00
29.78
per metre 16.50 17.00
29.79
per metre 23.00 23.50
29.80
per metre 56.00 57.00
29.81
per metre 70.00 71.00
29.82
per metre 84.00 85.00
Constructing Punjab Standard
Drain, type house connection
complete consisting of cement
concrete drain moulded and laid over
lime concrete foundation, rendered
and finished smooth with 6mm thick
rendering concrete to be of 1:2, 5:5
parts by volume of cement :sand:
stone bajri and rendering to be 1:1
cement sand mortar.
House outlet connections as
described in item 29.75 above But
with size of khurra not less than 30
cm x 15 cm.
Constructing Punjab standard drain
type III as above.
Constructing Punjab standard drain
type IV as above.
Constructing Punjab standard drain
type II as above.
Fixing of cast iron road gully
grating and frame complete
including carriage from the stores of
the Engineer-In-Charge of the works,
loading, Fixing and erecting the
same in position to correct lines and
levels in 1:2 cement sand mortar
and painting of grating and frame
with coal tar.
House outlet connections including
cutting and forming parnalas and
Making Khurras at head of house
connections. Size of each Khurras to
be not less than 30cm x 30cm. The
rate shall cover the cost of all works to
the requirements of the Engineer-In-
Charge.
Constructing Punjab standard drain
type I as above.
House outlet connections as
described in item 29.75 above but
with size of khurra not less than 23
cm x 15 cm.
Page 307 CSR-1987 [Re-print]
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(i)
(ii)
(iii) All precast slabs shall be cured by
immersion for 10 days under water
before use and all cement concrete
drains moulded in site shall be flooded
with water upto the tops of the
bullnose edging for 10 days after
construction to ensure that all
concrete is throughly seasoned .
All surface drains shall be finished
perfectly smooth by rubbing with
properly shaped steel finishing tools
and the design of all tools and
appliances, moulds and templates
used on the construction of the drains
shall be to the approval of the
Engineer-In-Charge of the work.
The rates given above for the type
drains include in all cases for the cost
of the excavation for the drain below
level of top of cunettes, the timbering,
shoring, de-watering and dressing of
the excavation to correct template and
levels, the removal and disposal of all
surplus spoil and refilling if any as
described under the head earth work,
the cost of lime concrete in foundation
of drains and of all setting out
apparatus required for the work. The
rates also include the cost of all
curves, bends, falls, junctions, inlets,
outlets and other special work in the
drains and expansion joints.For drains
where precast slabs are used the rate
include the fixing and setting to correct
level and templates in 1:2 cement
mortar, the joint being finished
perfectly smooth with faces of the
slabs.
Notes :-
Page 308 CSR-1987 [Re-print]
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Sr. No. Unit RatesDescription
(iv)
(v)
29.83
(A)
1 100mm. internal diameter Per Plug 0.47 0.48
2 150mm. internal diameter Per Plug 0.95 1.00
3 175mm. internal diameter Per Plug 1.00 1.00
4 200mm. internal diameter Per Plug 1.90 1.90
5 225mm. internal diameter Per Plug 2.00 2.05
6 250mm. internal diameter Per Plug 2.50 2.55
7 300mm. internal diameter Per Plug 3.85 3.95
8 350mm. internal diameter Per Plug 5.40 5.50
9 375mm. internal diameter Per Plug 5.50 5.60
10 400mm. internal diameter Per Plug 6.90 7.00
11 450mm. internal diameter Per Plug 8.70 8.90
12 500mm. internal diameter Per Plug 9.90 10.20
13 600mm. internal diameter Per Plug 14.50 15.00
14 685mm. internal diameter Per Plug 19.50 20.00
Providing masonry plugs to ends of
sewers of all types with 115mm
thick brick wall in cement sand
mortar 1:7 with 12.50mm thick
cement plaster 1:6 (as required by
the Engineer-In-Charge)
For circular sewer :-
The rate for items 29.75, 29.76 and
29.77 house outlet connections,
include for all work from the plinth of
the house upto the street drain where
this is adjacent to the house wall. If
the street is away from the wall the
appropriate length of the house
connecting drain will be paid for. The
rate also includes for cutting jharries
in the house wall and reimbursement
of the drains for forming parnalas
where required and plastering the
same.
The lime concrete shall be to the
specification described in item No.
10.3
Page 309 CSR-1987 [Re-print]
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Sr. No. Unit RatesDescription
15 700mm. internal diameter Per Plug 20.00 20.50
16 760mm. internal diameter Per Plug 24.50 25.00
17 800mm. internal diameter Per Plug 28.50 29.50
18 840mm. internal diameter Per Plug 29.50 30.00
19 900mm. internal diameter Per Plug 34.00 35.00
20 915mm. internal diameter Per Plug 38.50 39.00
21 990mm. internal diameter Per Plug 43.50 44.50
22 1000mm. internal diameter Per Plug 43.50 44.50
23 1065mm. internal diameter Per Plug 48.50 49.50
24 1100mm. internal diameter Per Plug 53.00 54.00
25 1145mm. internal diameter Per Plug 58.00 59.00
26 1200mm. internal diameter Per Plug 63.00 64.00
27 1220mm. internal diameter Per Plug 63.00 64.00
28 1295mm. internal diameter Per Plug 73.00 74.00
29 1370mm. internal diameter Per Plug 82.00 84.00
30 1400mm. internal diameter Per Plug 83.00 85.00
31 1450mm. internal diameter Per Plug 92.00 94.00
32 1525mm. internal diameter Per Plug 101.00 103.00
(B)
1 610mm. X 915mm. Per Plug 24.00 24.50
2 660mm. X 990mm. Per Plug 25.00 25.50
3 710mm. X 1065mm. Per Plug 29.50 30.00
4 760mm. X 1140mm. Per Plug 34.00 35.00
5 810mm. X 1215mm. Per Plug 39.00 40.00
6 860mm. X 1290mm. Per Plug 44.00 45.00
7 910mm. X 1365mm. Per Plug 53.00 54.00
8 970mm. X 1455 mm. Per Plug 58.00 59.00
For egg shaped sewer :-
Page 310 CSR-1987 [Re-print]
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Region
Sr. No. Unit RatesDescription
9 1020mm. X 1530mm. Per Plug 63.00 64.00
10 1070mm. X 1605mm. Per Plug 72.00 74.00
11 1120mm. X 1680mm. Per Plug 77.00 79.00
12 1170mm. X 1755mm. Per Plug 82.50 84.50
29.84
(i) On Egg-shaped sewers of size
610mm x 915mm to 860mm x
1290mm
MANHOLE CHAMBERS
Construction of rectangular
standard brick masnory manhole
chambers to standard drawings on
new egg shaped sewers upto the
required depth in 1:5 cement sand
mortar, lime concrete 40 percent
lime mortar with 20mm gauge brick
ballast in haunches above the
archring where the depth of cover
in traffic streets is less than 1:5
metre, 12.50mm thick water tight
1:2 cement sand plaster with a
floating coat of neat cement and
finished with two coats of sodium
silicate on interior surface, where
required, reinforced cement
concrete slab 180mm. thick fixing
560mm. internal diameter C.I.
manhole frame and cover weight
not less than 2.5 quintal painted
with three coats of black bitumen
paint, fixing galvanised malleable
iron steps embedded in 1:2 cement
sand mortar etc. complete.
The rate also covers the cost of M.S.
Steel for R.C.C slab, labour for fixing
and carriage of C.I. manhole frame
and cover malleable iron steps from
the stores of the Engineer-In-Charge
of the work to site of work. The rate
further includes cost of accuratly
planed and fitted centring, supports for
all work, as well as for all covers and
special work, cleaning out their beds
etc. Sodium Silicate shall be supplied
free of cost at stores of the Engineer-
In-Charge.
Page 311 CSR-1987 [Re-print]
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(a) For 2.40 metres depth below
gound level. Each 1520.00 1581.00
(b) For 2.70 metres depth below
gound level. Each 1640.00 1706.00
(c) For 3.00 metres depth below
gound level. Each 1760.00 1830.00
(d) For 3.40 metres depth below
gound level. Each 1872.00 1947.00
(e) For 3.70 metres depth below
gound level. Each 1936.00 2013.00
(f) For 4.00 metres depth below
gound level. Each 2208.00 2296.00
(g) For 4.30 metres depth below
gound level. Each 2328.00 2421.00
(h) For 4.60 metres depth below
gound level. Each 2440.00 2538.00
(i) For 4.90 metres depth below
gound level. Each 2552.00 2654.00
(j) For 5.20 metres depth below
gound level. Each 2696.00 2804.00
(k) For 5.50 metres depth below
gound level. Each 2792.00 2904.00
(l) For 5.80 metres depth below
gound level. Each 2880.00 2995.00
(m) For 6.10 metres depth below
gound level. Each 3040.00 3162.00
(ii)
(a) For 3.70 metres depth below
gound level. Each 3696.00 3844.00
(b) For 4.00 metres depth below
gound level. Each 3840.00 3994.00
(c) For 4.30 metres depth below
gound level. Each 3952.00 4110.00
(d) For 4.60 metres depth below
gound level. Each 4080.00 4243.00
On Egg-shaped sewers of size
910mm x 1365mm to 970mmx
1455mm
Page 312 CSR-1987 [Re-print]
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Sr. No. Unit RatesDescription
(e) For 4.90 metres depth below
gound level. Each 4208.00 4376.00
(f) For 5.20 metres depth below
gound level. Each 4352.00 4526.00
(g) For 5.50 metres depth below
gound level. Each 4480.00 4659.00
(h) For 5.80 metres depth below
gound level. Each 4768.00 4959.00
(i) For 6.10 metres depth below
gound level. Each 5064.00 5267.00
(iii)
(a) For 3.70 metres depth below
gound level. Each 3848.00 4002.00
(b) For 4.00 metres depth below
gound level. Each 3976.00 4135.00
(c) For 4.30 metres depth below
gound level. Each 4104.00 4268.00
(d) For 4.60 metres depth below
gound level. Each 4232.00 4401.00
(e) For 4.90 metres depth below
gound level. Each 4360.00 4534.00
(f) For 5.20 metres depth below
gound level. Each 4496.00 4676.00
(g) For 5.50 metres depth below
gound level. Each 4632.00 4817.00
(h) For 5.80 metres depth below
gound level. Each 4880.00 5075.00
(i) For 6.10 metres depth below
gound level. Each 5240.00 5450.00
On Egg-shaped sewers of size
1020mmx 1530mm or above.
Page 313 CSR-1987 [Re-print]
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29.85
(i)
(a) For 1.20 metres depth below
ground level. Each 1320.00 1373.00
(b) For 1.50 metres depth below
ground level. Each 1528.00 1589.00
(c) For 1.80 metres depth below
ground level. Each 1736.00 1805.00
(ii)
The rate covers the cost of M.S. Steel
for R.C.C slab, labour for fixing and
carriage of C.I. manhole frame and
cover malleable iron steps from the
stores of the Engineer-In-Charge of
the works to site of work.
The rate also includes the cost of
accurately planed and fitted centring,
supports for all works, as well as for
all curves and special work, cleaning
out their beds etc. Sodium Silicate
shall be supplied free of cost at the
stores of the Engineer-In-Charge.
On 100mm internal diameter pipe
sewer :-
Construction of rectangular
standard brick masnory manhole
chambers to standard drawings on
S.W. pipe sewers or other circular
pipe sewers, upto the required
depth in 1:5 cement sand mortar,
lime concrete in bed and sides of
pipe sewer and cement concrete
1:2:4 in benching 12.50mm thick
water tight 1:2 cement sand plaster
with a floating coat of neat cement
and finished with two coats of
sodium silicate on interior surface,
where required, reinforced cement
concrete slab 180mm thick, fixing
560mm internal diameter C.I.
manhole frame and cover weight
not less than 2.50 quintals painted
with three coats of black bitumen
paint, fixing Galvanised malleable
iron steps embeded in 1:2 cement
sand mortar complete.
On 150mm internal diameter pipe
sewer :-
Page 314 CSR-1987 [Re-print]
Plains Sub-
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Region
Sr. No. Unit RatesDescription
(a) For 1.20 metres depth below
ground level. Each 1456.00 1514.00
(b) For 1.50 metres depth below
ground level. Each 1688.00 1756.00
(c) For 1.80 metres depth below
ground level. Each 1880.00 1955.00
(d) For 2.10 metres depth below
ground level. Each 2088.00 2172.00
(e) For 2.40 metres depth below
ground level. Each 2320.00 2413.00
(iii)
(a) For 1.80 metres depth below
ground level. Each 1928.00 2005.00
(b) For 2.10 metres depth below
ground level. Each 2152.00 2238.00
(c) For 2.40 metres depth below
ground level. Each 2376.00 2471.00
(d) For 2.70 metres depth below
ground level. Each 2584.00 2687.00
(e) For 3.00 metres depth below
ground level. Each 2672.00 2779.00
(iv)
(a) For 1.80 metres depth below
ground level. Each 1968.00 2047.00
(b) For 2.10 metres depth below
ground level. Each 2192.00 2280.00
(c) For 2.40 metres depth below
ground level. Each 2416.00 2513.00
(d) For 2.70 metres depth below
ground level. Each 2592.00 2696.00
(e) For 3.00 metres depth below
ground level. Each 2696.00 2804.00
(f) For 3.40 metres depth below
ground level. Each 2920.00 3037.00
On 175mm internal diameter pipe
sewer :-
On 200mm internal diameter pipe
sewer :-
Page 315 CSR-1987 [Re-print]
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(v)
(a) For 1.80 metres depth below
ground level. Each 2008.00 2088.00
(b) For 2.10 metres depth below
ground level. Each 2224.00 2313.00
(c) For 2.40 metres depth below
ground level. Each 2456.00 2554.00
(d) For 2.70 metres depth below
ground level. Each 2600.00 2704.00
(e) For 3.00 metres depth below
ground level. Each 2712.00 2820.00
(f) For 3.40 metres depth below
ground level. Each 3040.00 3161.00
(g) For 3.70 metres depth below
ground level. Each 3320.00 3453.00
(vi)
(a) For 2.10 metres depth below
ground level. Each 2296.00 2388.00
(b) For 2.40 metres depth below
ground level. Each 2536.00 2637.00
(c) For 2.70 metres depth below
ground level. Each 2704.00 2812.00
(d) For 3.00 metres depth below
ground level. Each 2816.00 2929.00
(e) For 3.40 metres depth below
ground level. Each 3072.00 3195.00
(f) For 3.70 metres depth below
ground level. Each 3336.00 3469.00
(vii)
(a) For 2.40 metres depth below
ground level. Each 2680.00 2787.00
(b) For 2.70 metres depth below
ground level. Each 2912.00 3028.00
On 225mm internal diameter pipe
sewer :-
On 250mm internal diameter pipe
sewer :-
On 300mm internal diameter pipe
sewer :-
Page 316 CSR-1987 [Re-print]
Plains Sub-
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Region
Sr. No. Unit RatesDescription
(c) For 3.00 metres depth below
ground level. Each 3032.00 3153.00
(d) For 3.40 metres depth below
ground level. Each 3232.00 3361.00
(e) For 3.70 metres depth below
ground level. Each 3352.00 3486.00
(viii)
(a) For 2.40 metres depth below
ground level. Each 2840.00 2954.00
(b) For 2.70 metres depth below
ground level. Each 3072.00 3195.00
(c) For 3.00 metres depth below
ground level. Each 3120.00 3245.00
(d) For 3.40 metres depth below
ground level. Each 3280.00 3411.00
(e) For 3.70 metres depth below
ground level. Each 3400.00 3536.00
(ix)
(a) For 2.40 metres depth below
ground level. Each 2960.00 3078.00
(b) For 2.70 metres depth below
ground level. Each 3128.00 3253.00
(c) For 3.00 metres depth below
ground level. Each 3216.00 3345.00
(d) For 3.40 metres depth below
ground level. Each 3336.00 3469.00
(e) For 3.70 metres depth below
ground level. Each 3440.00 3578.00
(x)
(a) For 2.40 metres depth below
ground level. Each 3080.00 3203.00
(b) For 2.70 metres depth below
ground level. Each 3240.00 3370.00
On 400mm internal diameter pipe
sewer :-
On 350mm internal diameter pipe
sewer :-
On 375mm internal diameter pipe
sewer :-
Page 317 CSR-1987 [Re-print]
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Sr. No. Unit RatesDescription
(c) For 3.00 metres depth below
ground level. Each 3400.00 3536.00
(d) For 3.40 metres depth below
ground level. Each 3520.00 3661.00
(e) For 3.70 metres depth below
ground level. Each 3640.00 3786.00
(xi)
(a) For 2.40 metres depth below
ground level. Each 3280.00 3411.00
(b) For 2.70 metres depth below
ground level. Each 3440.00 3578.00
(c) For 3.00 metres depth below
ground level. Each 3600.00 3744.00
(d) For 3.40 metres depth below
ground level. Each 3720.00 3869.00
(e) For 3.70 metres depth below
ground level. Each 3840.00 3994.00
Note:-. The above rates for manhole
chambers construction are only for
estimating purpose and no payment
will be made on thise rates. The
payment for these items will however
be made according to the
measurements of various quantities of
works executed at site.
On 450mm internal diameter pipe
sewer :-
Page 318 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
29.86
(i) On 175mm internal diameter
pipe sewer . Each 1,368.00 1,423.00
(ii) On 200mm internal diameter
pipe sewer . Each 1,376.00 1,431.00
(iii) On 225mm internal diameter
pipe sewer . Each 1,376.00 1,431.00
(iv) On 250mm internal diameter
pipe sewer . Each 1,400.00 1,456.00
(v) On 300mm internal diameter
pipe sewer . Each 1,456.00 1,514.00
For 1.80mm metres depth below
ground level :-
The rate also includes the cost of
accurately planed and fitted centring,
supports for all works, as well as for
all curves and special work, cleaning
out their beds etc. Sodium Silicate
shall be supplied free of cost at the
stores of the Engineer-In-Charge.
Construction of circular standared
brick masonry manhole chambers
to standard drawings on S.W pipe
sewers or other circular sewer upto
the required depth in 1:5 cement
sand mortar lime concrete in bed
and sides of pipe sewer and
cement concrete 1:2:4 in benching,
12.50mm thick water tight 1:2
cement sand plaster with a floating
coat of neat cement and finished
with two coats of sodium silicate
on interior surface where required,
fixing 560mm internal diameter C.I.
manhole cover and frame weight
not less than 2.5 quintal with three
coats of black bitumen paint, fixing
galvanised malleable iron steps
embedded in 1:2 cement sand
mortar complete:-
The rate of covers the cost of carriage
of C.I. Manhole frame and cover and
malleable iron steps from the stores of
the Engineer-In-Charge of the works
to the site of work.
Page 319 CSR-1987 [Re-print]
Plains Sub-
mountainous
Region
Sr. No. Unit RatesDescription
(vi) On 350mm internal diameter
pipe sewer . Each 1,472.00 1,531.00
(vii) On 375mm internal diameter
pipe sewer . Each 1,480.00 1,539.00
(viii) On 400mm internal diameter
pipe sewer . Each 1,496.00 1,556.00
(ix) On 450mm internal diameter
pipe sewer . Each 1,520.00 1,581.00
29.87
Per 0.30
metre depth 213.00 221.00
29.88
Per 0.30
metre depth 216.00 225.00
29.89
(a) Size 450mm x 450mm inside
(with 455mm x 455mm) cover
and frame light duty double seal
weighing 52kg. With C.C
topping. Each 542.00 547.00
Extra over and above on item No.
29.86 for every additional 0.30
metre depth of manhole upto 4
metres depth below ground level
on 175mm internal diameter to
450mm internal diameter pipe
sewers.
Extra over and above on item No.
29.86 for every additional 0.30
metres depth upto 2 metres for
depth beyond 4 metres below
ground level. On 175mm. internal
diameter to 450mm internal
diameter pipe sewers.
Construction of brick masonry
inspection chambers size as given
below upto 0.60 metre average
depth in 1:5 cement sand mortar,
lime concrete with 40 per cent lime
mortar 2:3 in foundation, cement
concrete 1:2:4 benching 12.50mm
thick cement plaster 1:2 with a
floating coat of 1mm thick of neat
cement, R.C.C. 1:2:4 slabs 100mm
thick cement concrete topping
50mm thick with 455mm x 455mm,
455mm x 610mm inside light duty
C.I. inspection chamber cover and
frame (Weight as per I.S.I
specifications) painted with 3 coats
of black bitumastic paint
conforming to I.S.I complete as per
standard design :-
Page 320 CSR-1987 [Re-print]
Plains Sub-
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Region
Sr. No. Unit RatesDescription
(b) Size 450mm x 600mm inside
(with 455mm x 455mm) cover
and frame double seal patterns
light duty weighing 52kg. With
R.C.C Slab. Each 655.00 661.00
(c) Size 600mm x 900mm inside
(with 455mm x 455mm) cover
and frame light duty double seal
weighing 52kg. With R.C.C
Slab. Each 837.00 847.00
Note :-
29.90
(a) 450mm x 450mm Per 0.30
metre depth 85.00 86.00
(b) 450mm x 600mm Per 0.30
metre depth 94.00 96.00
(c) 600mm x 900mm Per 0.30
metre depth 127.00 129.00
29.91
Each 1,004.00 1,024.00
Extra for every 0.30 metre depth of
inspection chamber.
Normally inspection chambers of
450mm x 450mm and 450m x 600mm
should be constructed. In very
exceptional cases where connections
can not be accomodated in 450mm x
600mm size inspection chamber of
600mm x 900mm be adopted.
Constructing Brick masonry
ventilating chambers as per
standard drawing including dressing of
beds and sides of chamber to exact
profiles 15cm. Lime concrete
16:24:100 (as specified in item No.
10.3) in foundation, first class brick
work laid in cement sand mortar
1:5, cement concrete 1:2:4 for
reinforced concrete work in slab,
12.5mm thick cement plaster 1:2
rendered with a floating coat of
neat cement 1mm thick over
exposed brick tablet and inside
walls, lime pointing 2:3 on outside
complete and as required by the
Engineer-In-Charge.
Page 321 CSR-1987 [Re-print]
Plains Sub-
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Region
Sr. No. Unit RatesDescription
29.92
(a)
(i) Size 610mm. x 457mm. x
800mm. Each 363.00 371.00
(ii) Size 610mm. x 457mm. x
1105mm. Each 455.00 464.00
(b)
(i) Size 1448mm. x 457mm. x
800mm. Each 619.00 634.00
(ii) Size 1448mm. x 457mm. x
1105mm. Each 770.00 787.00
29.93
(a) Single road gully chameber. Each 23.00 23.50
(b) Double road gully chameber. Each 38.00 38.50
Reduction for every 7.50cm depth
of road gully chamber from the rate
of item No. 29.92 above :-
Single road gully chameber :-
Double road gully chameber :-
Constructing brick masonry road
gully chambers as per standard
drawings (as per sizes given below)
including dressing of beds and
sides of chambers to exact profiles,
15cm thick lime concrete 16:24:100
(as per specified in item No. 10.3)
in foundation, first class brick work
laid in cement sand mortar 1:5,
40mm thick cement concrete 1:2:4
topping inside the chamber with a
floating coat of 1.5mm thick neat
cement laid in one operation to the
topping, the entire inner surface of
the chamber rendered with neat
cement not less than 12.50mm in
thickness of 1:2 cement sand
plaster and finished with a floating
coat of neat cement 1mm thick left
absolutely smooth polished and
correct to templates including labour
for fixing the C.I. road gully grating
and frame including paint with coal
tar (as specified in item No. 29.74)
complete and to the requirement of
the Engineer-In-Charge.
Page 322 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
Labour
Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
(A)
30.1
(i) Closet set vitreous china ware
W.C.Pan with horizontal inlet, for
sinking into floor with A pai of
footrests, 100 mm H.C.I 'P' Trap
with or without vent as required and
suitable joint for closet inlet;
(ii) 10 Litres capacity mosquito proof
cast iron flushing cistern best
Indian make I.S.I marked nomos or
other (as approved by the Engineer-
in-charge) painted with non vellowing
white or other approved shade
Enamel paint on outside and black
bitumastic superior paint of
approved manufactuer on inside
complete with all accessories such as
20mm G.I. over flow pipe with
specials & clamps upto 15cm above
floor level of W.C room and brass
perforated mosquito proof cap, 32
mm outlet, 15 mm I.S.I marked ball
cock G.I pull and chain, R.S or C.I
Painted brackets and mosquito proof
couplings for outlet and over flow
pipes, etc.
Sub-Mountainous Region
RatesSr. No. Unit
Plains Area
Providing and fixing in position best
Indian make (to the approval of the
Engineer-in-charge) Indian type water
closet suite-consisting of :-
Description
2
SANITARY FITTINGS
Water closet suites
The labour as well as through rates provided under this chapter include the wastage and breakage
of various material during construction
Provision has been made under this chapter for sanitary fittings of best indian make to the approval
of the Engineer-in-charge. In this connection the Superintending Engineer will circulate from time to
time the list of fittings of best Indian manufacture which may be considered to be on the approved
list and be allowed to be used on works
Separate rates have been provided for different type of fittings, pipes and specials for different
sizes.
CHAPTER NO. 30
SANITARY INSTALLATIONS
Notes :-
All the labour rates provided under this chapter includes the carriage of material within a radius of
5km of the site of work.
Page 322 CSR-1987 [Re-print]
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1 3 4 5 6 7
Sub-Mountainous Region
RatesSr. No. Unit
Plains Area
Description
2
(iii) 32mm Diameter telescopic 1.25 mm
thick galvanized inside and outside
steel flush pipe with clips; complete
in all respect including cutting and
making good the walls and floors
and painting of fittings etc.
(a) Size 580 mm white Each 161.00 793.00 176.00 808.00
(b) Size 630 mm white Each 161.00 806.00 176.00 821.50
30.2
(a) Size 580mm (white) Each 161.00 975.00 176.00 990.50
(b) Size 630mm (white) Each 161.00 1006.00 176.00 1021.00
30.3
(i) Wash down closet set Vitreous china
ware (to the approval of the Engineer-
in-charge) with 'P' or 'S' Trap with or
without vent as required and suitable
joint for closet inlet ;
(ii) One piece seat and lid in Hollow
black or white plastic fitted with
chromium plated brass hings and
rubber buffers; (to the approval of the
Engineer-in-charge)
(iii) 10 litres capacity mosquito proof C.I
Flushing cistern of best Indian make
and all other necessary fittings
complete as fully described in item
No. 30.1 above;
Providing and fixing in position best
Indian make (to the approval of the
Engineer-in-charge) Indian type orissa or
orya water closet suit for sinking in to floor,
with raised foot treads complete with 100
mm H.C.I. P trap with or without vent as
required and all other necessary fitting as
fully described in item No. 30.1 above.
Providing and fixing in position best
Indian make anglo Indian water closet
suite (as approved by the Engineer - in -
charge) consisting of :-
Page 323 CSR-1987 [Re-print]
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Sub-Mountainous Region
RatesSr. No. Unit
Plains Area
Description
2
(iv) 32 mm diameter telescopic 1.25
mm thick Galvanized inside and
outside steel, flush pipe with clips
complete in all respects including
cutting and making good the
walls and floors and painting of
fittings etc. white.
(a) With "P." trap Each 161.00 1146.50 176.00 1161.50
(b) With "S." trap Each 161.00 1178.00 176.00 1193.00
30.4
(a) With "P." trap Each 161.00 905.00 176.00 920.00
(b) With "S." trap Each 161.00 925.00 176.00 940.00
30.05
(i) Vitreous china ware syphonic suite
with 15 litres capacity matching
china ware cistern and all internal
brass fittings complete with 'P' or 'S'
Trap with or without vent (as
approved of the Engineer-in-charge)
(ii) One piece seat and lid in Hollow
black or white plastic fitted with
chromium plated hings and rubber
buffers; (to the approval of the
Engineer-in-charge) complete in all
respects including cutting and
making good the walls and floors.
(A)
(i) With "P." trap Each 161.00 1625.00 176.00 1640.00
(ii) With "S." trap Each 161.00 1650.00 176.00 1665.00
Providing and fixing in position best
Indian make (as approved by the Enginner-
in-charge) European type water closet
suite syphonic type, consisting of :-
Providing and fixing in position best
Indian make (to the approval of the
Engineer-in-charge) European type water
closet suite white with non concealed `P`
or 'S' trap with of without vent and all other
necessary fittings as fully described in item
No. 30.3 above.
Single trap syphonic W.C suite (White)
Page 324 CSR-1987 [Re-print]
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Sub-Mountainous Region
RatesSr. No. Unit
Plains Area
Description
2
(B) Each
(i) With "S." trap Each 161.00 1771.50 176.00 1786.00
(ii) With "P." trap Each 161.00 1746.00 176.00 1761.00
30.06
Each 164.50 164.50
30.07
Each 291.00 291.00
30.08
Each 250.50 250.50
30.09
(i) White plastic seat (solid) Each 105.00 105.00
(ii) Black plastic seat (solid) Each 18.00 18.00
30.10
Each 13.00 13.00
30.11
Extra over item nos 30.1 to 30.4 for
providing and fixing 15 litres capacity low
level vitreous china ware cistern (white)
complete with flush bend and all other
necessary fittings in stead of C.I. high level
cistern complete with fittings.
Extra over item nos 30.3 to 30.5 for
providing and fixing best Indian make
plastic hygenic seat with lid complete
instead of hollow black or white plastic seat
and lid.
Extra over item nos 30.1 to 30.4 for
providing and fixing 15 litres capacity C.I
low down cistern flush bend and all other
necessary fittings instead of 12.50 litres
capacity C.I. high level flushing cistern with
flush pipe In white Enamel spray paint
after making smooth the C.I surface by
rubbing scrapping etc. complete.
Extra over item nos 30.1 to 30.4 for
providing and fixing 15 litres capacity C.I.
low level cistern complete with flushing
bend and all other necessary fittings instead
of C.I. high level cistern complete flush bend
and all other necessary fittings in white
stove enamel paint.
Extra for providing and fixing best Indian
make china pull handle with chromium
plated brass chain instead of G.I Chain and
Pull
Extra for providing and fixing 32 mm dia
G.I/C.P Flush pipe complete with
accessories instead of 32 mm dia galvanised
telescopic flush pipe with clips (as required
by the Engineer-in-charge)
Double trap syphonic W.C suite (White)
Page 325 CSR-1987 [Re-print]
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Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Sub-Mountainous Region
RatesSr. No. Unit
Plains Area
Description
2
(a) 32 mm dia G.I Flush pipe Each 25.00 25.00
(b) 32 mm dia C.P Brass Flush pipe Each 70.00 70.00
30.12
Each 7.00 84.50 7.50 85.00
30.13
Each 7.00 100.50 7.50 101.00
30.14
Each 20.00 20.00
B
30.15
(i) Flat back lipped or angular Urinal
Basin or vitreous china ware white
(to the approval of the Engineer-in-
charge) ;
(ii) 5 Litres capacity mosquito proof
Indian make C.I automatic flushing
cistern, painted with non-Yellowing
white enamel paint or other approved
shade enamel paint on outside and
superior black bitumastic paint on
inside complete with screwed 15 mm
pipe;
(iii) Pair of R.S or C.I painted brackets
and brass coupling ;
Providing and fixing 32 mm diameter G.I
extension pipe for Indian type W.C Suite
Complete in all respects.
Extra for providing and fixing 32 mm lead
extension pipe weighing 4.46 kg. per metre
and 3.6 mm thick for Indian type water
closet suite including cost of wiped solder
joint.
Extra for providing and fixing 20 mm dia
C.P Brass over flow pipe complete with
accessories instead of 20 mm dia G.I over
flow pipe complete (as approved by the
Engineer-in-charge)
- URINALS
Providing and fixing in position best
Indian make flat back or angular lipped
front urinals 430 mm high consisting of : -
Page 326 CSR-1987 [Re-print]
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Labour
Rate
Through
Rate
1 3 4 5 6 7
Sub-Mountainous Region
RatesSr. No. Unit
Plains Area
Description
2
(iv) Standard size G.I. flush pipe with
C.P brass wall clip and unions
complete including cutting and
making good the walls and floors
and painting of fittings etc. (as
required by Engineer-in-charge); As
per I.S.I 2556 [ Part VI/Sec. I) 1979
size 430 mm x 260 mm x 300 mm or
Angular back 340 mm x 410 mm x
265 mm Each 116.00 493.00 127.00 504.00
30.16
Each 173.00 724.00 190.00 741.00
30.17
Each 231.00 1010.00 253.00 1032.00
30.18
Each 344.00 1436.00 377.00 1469.00
30.19
Each
Urinal 7.00 109.25 7.50 109.75
30.20
Each 7.00 108.00 7.50 108.50
Extra over and above item No. 30.15 to
30.18 above for providing and fixing
chromium plated brass 'P' or 'S' trap with
waste pipe of 32mm dia complete.
Extra over and above item No. 30.15 to
30.18 above for providing and fixing per
set lead 'P' trap and 32mm lead waste
pipe weighing 3.47 kg./metre and 2.8 mm
thick upto floor level and plumber joint.
Providing and fixing in position best
Indian make -A range of two urinals flat
back or angular lipped front in vitreous
china ware white with 5 litres capacity
best Indian make C.I automatic flushing
cistern with fittings and flushing pipe
etc., complete as fully described in item
no 30.15 above 430 mm high : -
Providing and fixing in position best
Indian make a range of three urinals flat
back or angular lipped in vitreous china
ware white with one no. 10 litres capacity
best Indian make C.I automatic flushing
cistern with fittings and flush pipe etc.,
complete as fully described in item no 30.15
above 430 mm high : -
Providing and fixing in position best
Indian make a range of four urinals flat
back or angular lipped in vitreous china
ware white with two nos. 5 litres capacity
best Indian make C.I automatic flushing
cisterns with fittings and flush pipe etc.,
complete as fully described in item no 30.15
above 430 mm high : -
Page 327 CSR-1987 [Re-print]
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Labour
Rate
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Rate
1 3 4 5 6 7
Sub-Mountainous Region
RatesSr. No. Unit
Plains Area
Description
2
30.21
(i) Flat back lipped or angular Urinal
Basin or vitreous china ware white
(to the approval of the Engineer-in-
charge) ;
(ii) 5 Litres capacity mosquito proof
Indian make C.I automatic flushing
cistern, painted with non-Yellowing
white enamel paint or other approved
shade enamel paint on outside and
superior black bitumastic paint on
inside with screwed 15 mm pipe;
(iii) Pair of R.S or C.I painted brackets
and brass coupling ;
(iv) Pair of C.I special type brackets
for Urinal;
(v) 32 mm C.P brass spreader;
(vi) Standard size G.I. flush pipe with
C.P brass wall clips and unions;
(vii) 32 mm C.P brass waste with dome
grating;
(viii) 32 mm C.P brass bottle trap;
complete including cutting and
making good the walls and floors
and painting of fitting etc. (as
required by the Engineer-in-charge)
single urinal Each 116.00 1,095.00 127.00 1,106.00
30.22
Each 173.50 1928.00 190.00 1945.00
Providing and fixing in position best
Indian make a range of two urinals large
flat back or angular lipped 610mm high in
vitreous China ware white with 5 litres
capacity best Indian make C.I. Automatic
flushing cistern with fitting and flush pipe
etc. complete as fully described in item
No.30.21 above Range of two urinals.
Providing and fixing in position best
Indian make large flat back or angular
lipped front urinal 610 mm high (610 mm x
400 mm x 380mm) consisting of : -
Page 328 CSR-1987 [Re-print]
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Rate
Through
Rate
Labour
Rate
Through
Rate
1 3 4 5 6 7
Sub-Mountainous Region
RatesSr. No. Unit
Plains Area
Description
2
30.23
Each 231.00 2815.50 253.00 2837.50
30.24
Each 344.00 3845.00 377.00 3878.00
30.25
(i) Stall Urinal 1140 mm high in
vitreous china ware conforming to IS
: 2556-PV-1967 (as approved by the
Engineer-in-charge)
(ii) 5 Litres capacity mosquito proof
Indian make C.I automatic flushing
system painted with non-Yellowing
white enamel paint or other approved
shade enamel paint on out side and
superior black bitumastic paint on in
side complete with inlet screwed 15
mm pipe;
(iii) Pair of R.S or C.I painted brackets
and brass coupling ;
(iv) Standard size G.I. flush pipe C.P
brass clips and unions
(v) 32 mm C.P brass waste with dome
grating;
Providing and fixing in position best
Indian make a range of three urinals large
flat back or angular lipped front 610mm
high in vitreous China ware white with
one No.10 litres capacity best Indian
make C.I. Automatic flushing cistern with
fittings and flush pipe etc.complete as
fully described in item No.30.21 above
Range of three urinals.
Providing and fixing in position best
Indian make a range of four urinals large
flat back or angular lipped front 610mm
high in vitreous China ware white two
No.5 litres capacity best Indian make C.I.
automatic flushing cistern with fittings
and flush pipe etc.complete as fully
described in item No.30.21 above Range of
three urinals.
Providing and fixing in position best
Indian make stall urinal in vitreous china
ware white (to the approval of Engineer-in-
charge) consisting of :-
Page 329 CSR-1987 [Re-print]
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Labour
Rate
Through
Rate
1 3 4 5 6 7
Sub-Mountainous Region
RatesSr. No. Unit
Plains Area
Description
2
(vi) 32 mm C.P brass spreader;
complete including cutting and
making good the walls and floors
and painting of fittings etc (as
required by the Engineer-in-charge) Each 116.00 1,964.00 127.00 1,975.00
30.26
Each 173.50 3,654.50 190.00 3,673.00
30.27
Each 231.00 5,408.00 253.00 5,430.00
30.28
Each 344.00 7,293.00 377.00 7,326.00
30.29
(i) Squatting plate urinal 600 mm x
350 mm invitreous chinaware white
(as approved by the Engineer-in-
charge)
(ii) 5 Litres capacity mosquito proof
Indian make C.I automatic flushing
cistern painted with non-Yellowing
white enamel paint or other approved
shade enamel paint on out side and
superior black bitumastic paint on
inside complete with screwed 15 mm
pipe;
Providing and fixing in position best
Indian make squatting urinals of size 600
mm x 350 mm consisting of :
Providing and fixing in position best
Indian make a range of three stall urinals
1140 mm high in vitreous chinaware
white with one no. 10 litres capacity C.I
automatic flushing cistern with fittngs
and flush pipe complete as fully described
in item no. 30.25 above Range of three
urinals.
Providing and fixing in position best
Indian make a Range of four stall urinals
1140 mm high in vitreous chinaware
white with 2 no.5 litres capacity C.I
automatic flushing cisterns with fittngs
and flush pipe complete as fully described
in item no. 30.25 above.
Range of four urinals.
Providing and fixing in position best
Indian make a range of two stall urinals
1140 mm high in vitreous chinaware
white with one no. 5 litres capacity C.I
automatic flushing cistern with fittngs
and flush pipe complete as fully described
in item no. 30.25 above Range of two
urinals.
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(iii) Pair of R.S or C.I painted brackets
and brass coupling ;
(iv) Standard size G.I. flushing pipe
complete with fittings ; complete
including cutting and making good
the walls and floors and painting of
fittings etc. (as approved by the
Engineer - In - charge)Each 116.00 612.00 127.00 623.00
30.30
Each 173.50 910.00 190.00 926.50
30.31
Each 231.00 1253.00 253.00 1275.00
30.32
Each 344.00 1773.00 377.00 1806.00
30.33
(a) 5 Litres capacity cistern white Each 70.00 70.00
(b) 10 Litres capacity cistern white Each 43.00 43.00
30.34
(i) For Single Urinal Per set 54.00 54.00
(ii) For a range of two Urinals Per set 149.00 149.00
Extra for Providing and fixing vitreous
automatic flushing cistern including
fittings and brackets instead of C.I flushing
cistern complete.
Providing and fixing in position best
Indian make a range of two squatting
urinals in vitreous chinaware white with
one no. 5 litres capacity C.I automatic
flushing cistern as fully described in item
no. 30.29 above.
Providing and fixing in position best
Indian make a range of three squatting
urinals in vitreous chinaware white with
10 litres capacity (automatic) flushing
cistern with fitting and flash pipe
complete as fully described in item no.
30.29 above
Providing and fixing in position best
Indian make a range of four squatting
urinals in vitreous chinaware white with
two no. 5 litres capacity C.I automatic
flushing cistern with fitting and flash
pipe complete as fully described in item no.
30.29 above
Extra for Providing and fixing standard
size C.P brass flush pipe complete with
fittings instead of G.I flush pipe
complete.
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(iii) For a range of three Urinals Per set 226.00 226.00
(iv) For a range of four Urinals Per set 348.00 348.00
30.35
Each 50.00 430.50 54.50 435.00
30.36
(a) Size 375 mm x 750 mm Each 21.00 191.00 23.00 193.00
(b) Vitreous china ware partition plate
:-
(i) Small size 680mm x 300mm white
Each 20.00 195.50 21.50 197.00
(ii) Large size 835mm x 355mm white Each 20.00 283.00 21.50 284.50
(C)
30.37
(i) Size 450 mm x 300 mm with one tap Each 146.00 432.00 160.00 446.00
(ii) Size 550 mm x 400 mm with one tap Each 146.00 495.00 160.00 509.00
All fittings best Indian make and to the
approval of the Engineer - in-charge.
All brass work chromium plated and
complete in all respect including cutting
and making good the walls, floors and
painting of fitting etc. white :-
Lavatory suites
Providing and fixing in position best
Indian make white ordinary lavatory suites
consisting of :-
Lavatory in vitreous china ware size as
given below (to the approval of the Engineer
in charge) including china plug for tap hole
where necessary; I.S 2556 Part (iv) 1967;
R.S or C.I brackets for building into wall
including painting; 32 mm C.P brass waste
with C.P brass Chain and rubber plugs; 15
mm C.P Brass screw down pillar tap with
jamnuts or coupling best design (as
approved by the Engineer-in-charge)
Providing and fixing 25 mm thick marble
backs for the different type of urinals size
600 mm x 1,050 mm
Providing and fixing 25 mm thick marble
partitions for different type of urinals
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(iii) Size 630 mm x 450 mm with one tap Each 146.00 576.00 160.00 590.00
(iv) Size 660 mm x 460 mm with one tap
for hospital use. Each 146.00 890.00 160.00 904.00
30.38
(i) Size 510mm x 400mm with one tap Each 146.00 521.50 160.00 535.50
(ii) Size 530mm x 430mm with one tap Each 146.00 614.00 160.00 628.00
(iii) Size 610mm x 510mm with one tap Each 146.00 761.00 160.00 775.00
(iv) Size 630mm x 450mm with one tap Each 146.00 612.50 160.00 626.50
(v) Size 630mm x 510mm with one tap Each 146.00 824.00 160.00 838.00
(vi) Size 690mm x 550mm with one tap Each 146.00 1001.00 160.00 1015.00
30.39
Each 5.50 100.50 6.00 101.00
30.40 (a) Providing and fixing in position best
Indian make C.P brass basin mixer
complete instead of piller tap. Each 9.00 234.00 10.00 235.00
(b) Providing and fixing in position best
Indian make C.P brass three tap
holes mixer with pop up waste instead
of one no, piller tap and C.P waste.
Each 14.50 592.00 16.00 593.50
30.41
Each - 32.00 - 32.00
30.42
(a) lead waste pipe Each 7.00 99.00 7.50 99.50
(b) G.I. waste pipe Each 31.00 102.00 34.00 105.00
Providing and fixing in position 32 mm
dia G.I waste pipe embedded in wall of
lead waste pipe weighing 3.47 kg per metre
and 2.8 mm thick upto floor level including
cost of wipped solder joint etc. complete as
required by the Engineer in charge :-
Providing and fixing in position best
Indian make chromium plated brass 2nd
tap for lavatory suite.
Extra for Providing and fixing in position
best Indian make C.P elbow action pillar tap
instead of C.P brass pillar tap.
Providing and fixing in position best
Indian make lavatory suites (with full anti-
splashrim in vitreous china ware and all
other necessary fittings as fully described in
item No. 30.37 above white -
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30.43
Each 5.75 66.50 6.50 67.00
30.44
Each 9.00 92.00 10.00 93.00
(D)
30.45
(i) R.C.C sink in mosaic size as given
below.
(ii) R.S or C.I Brackets for building into
wall for sink including painting.
(iii) 40 mm C.P brass waste with C.P
brass chain and rubber plug; all
fittings best Indian make and to the
approval of the Engineer-in-Charge.
(a) Size 600 mm x 450 mm x 200 mm Each 125.00 322.00 137.00 334.00
(b) Size 600 mm x 450 mm x 250 mm Each 125.00 335.00 137.00 347.00
(c) Size 750 mm x 450 mm x 200 mm Each 125.00 354.00 137.00 366.00
(d) Size 750 mm x 450 mm x 250 mm Each 125.00 373.00 137.00 385.00
30.46
(a) Size 600 mm x 450 mm x 200 mm Each 125.00 841.00 137.00 853.00
(b) Size 600 mm x 450 mm x 250 mm Each 125.00 908.00 137.00 920.00
(c) Size 750 mm x 450 mm x 200 mm Each 125.00 908.00 137.00 920.00
(d) Size 750 mm x 450 mm x 250 mm Each 125.00 1000.00 137.00 1012.00
Providing and fixing in position best
Indian make vitreous chinaware sinks
with complete fitting as fully described in
item No. 30.45 above white.
Providing and fixing in position best Indian
make chromium plated brass,Bottle trap
32mm dia.
Sinks
Providing and fixing in position best
Indian make sinks consisting of :-
providing and fixing in position best Indian
make chroium plated brass 'P' or 'S' trap
32mm dia.
All brass work chromium plated complete
in all respect including cutting and making
good the walls and floors painting of
fitting etc. complete.
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30.47
(a) Size 600 mm x 450 mm x 200 mm
(Net size excluding flat edge) Each 125.00 2724.00 137.00 2736.00
(b) Size 530 mm x 450 mm x 175 mm
(Net size excluding flat edge) Each 125.00 2091.00 137.00 2103.00
30.48
(a) Size 750 mm x 450 mm x 40 mm
thick Each 49.50 263.00 54.00 267.50
(b) Size 600 mm x 450 mm x 40mm thick
Each 49.50 231.50 54.00 236.00
30.49
(a) 450 mm x 450 mm Each 49.50 248.25 54.00 252.75
(b) 530 mm x 450 mm Each 49.50 261.00 54.00 265.50
30.50
Each 49.50 1072.50 54.00 1077.00
30.51
(a) Sink size 600 mm x 450 mm x 200
mm Each 175.00 5,280.50 191.50 5,297.00
(b) Sink size 530 mm x 450 mm x 175
mm Each 175.00 4,458.25 191.50 4,474.75
Providing and fixing in position best
quality stainless steel draining board with
Iron brackets for building into walls
including painting cutting and making
good the walls etc. size 600 mm x 450
mm
Providing and fixing in position best quality
stainless steel sink built in draining board of
size 600 mm x 450 mm complete as
described item no. 30.47 and 30.50 above
Providing and fixing in position best
quality stainless steel sinks with
complete fitting as fully described in item
no. 30.45 above.
Providing and fixing in position well
seasoned teak wood draining board with
skirting and beadings iron brackets for
building into wall including painting and
cutting and making good the walls etc.
Providing and fixing in position best
Indian make vitreous chinaware draining
board with iron bracket for building into
wall including painting cutting and
making good the walls etc. white
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30.52
(i) The sink in vitreous china ware
white with or without 15 mm Rim
protection around outlet 65 mm x
50 mm and with or with out
combined open weir over flow centre
at and complete with.
(ii) Laboratory Sink Waste.
(iii) Pair of clamps of 25 mm x 3 mm
thick Iron complete in all respects
including cutting making good the
walls or tables etc.
(a) Size 400 mm x 250 mm x 150 mm Each 125.00 385.00 137.00 397.00
(b) Size 450 mm x 300 mm x 150 mm Each 125.00 407.00 137.00 419.00
(c) Size 500 mm x 350 mm x 150 mm Each 125.00 525.00 137.00 537.00
(d) Size 600 mm x 400 mm x 200 mm Each 125.00 825.00 137.00 837.00
(e) Size 600 mm x 450 mm x 400 mm Each 125.00 858.00 137.00 870.00
30.53
(a) lead waste pipe Each 10.00 115.00 11.00 116.00
(b) G.I. waste pipe Each 14.50 54.50 16.00 56.00
30.54
(a) With bottle trap (Indian make) Each 9.00 107.50 10.00 108.50
(b) With 'P' or 'S' Trap (Indian make) Each 6.00 84.25 6.50 84.75
Providing and fixing 40 mm i/d chromium
plated brass trap with Chromium plated
brass pipe to wall with wall flange, complete
(as per requirement of the Engineer-in-
Charge) for use with sinks.
Providing and fixing in position best
Indian make vitreous chinaware white
laboratory sinks (to the approval of the
Engineer - In-Charge)
Providing and fixing 40 mm I/D G.I waste
pipe embedded in walls or lead waste
pipe weighing 4.46 kg./Metre and 3.00 mm
thick upto floor level as required by the
Engineer-in-Charge including cost of union
and plumber joint.
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30.55
(a) Vitreous china ware white fountain. Each 117.00 1,124.50 128.50 1,136.00
(b) C.P Brass drinking fountain with jet in
centre of bowl self closing & wall
flange etc. complete. Each 117.00 1,115.50 128.50 1,127.00
(c) C.I procelain enamelled drinking
fountain. Each 117.00 1,283.50 128.50 1,295.00
30.56
(a)
(i) 150 mm diameter rose showers Each 2.00 46.30 2.20 46.50
(ii) 125 mm diameter rose showers Each 2.00 34.90 2.20 35.10
(iii) 100 mm diameter rose showers Each 2.00 26.05 2.20 26.25
(b) Each 2.00 77.90 2.20 78.10
(c) Each 2.00 133.00 2.20 133.20
30.57
(a) C.P. Brass toilet paper holder. Each 8.00 46.00 9.00 47.00
(b) Vitreous China ware white toilet
paper holder. Each 8.00 40.00 9.00 41.00
(c) Recessed Vitreous china ware
white toilet paper holder. Each 8.00 54.50 9.00 55.50
C.P Brass with revolving joint showers.
C.P Brass telephonic shower.
Providing and fixing in position best
Indian make paper holders fixed in to wall
with C.P brass screws complete in all
respects including cutting and making
good the walls etc.
C.P Brass rose showers
Providing and fixing in position best
Indian make drinking fountain consisting
of
C.P Brass fittings 15mm self closing non-
concusive inlet bottle valves with
regulating device waste coupling with
flush grating bottle trap with 62mm seal
inlet coupling nut screwed and including
cutting and making good the walls and
floors etc. with 32 mm lead waste pipe
upto floor level.
Providing and fixing in position best
Indian make shower with 15 or 20 mm I/D
Inlet.
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30.58
(a)
(i) 750 mm long Each 11.00 129.00 12.00 130.00
(ii) 600 mm long Each 11.00 123.50 12.00 124.50
(b)
(i) 750 mm long Each 11.00 125.00 12.00 126.00
(ii) 600 mm long Each 11.00 120.00 12.00 121.00
(c)
Each 11.00 66.00 12.00 67.00
(d)
Each 11.00 108.00 12.00 109.00
(e) Each 11.00 70.00 12.00 71.00
30.59
(a)
(i) 600 mm x 125 mm Each 16.50 65.00 18.00 66.50
(ii) 530 mm x 125 mm Each 16.50 61.25 18.00 62.75
(b)
Each 16.50 41.75 18.00 43.25
(c)
Each 16.50 73.75 18.00 75.25
30.60
(a) C.P Brass
With c.p brass brackets and guard rail.
C.P brass towel ring.
Providing and fixing in position best
Indian make towel rails fixed in with rewal
plugs embedded in walls with c.p brass
screws, complete in all respects including
cutting and making good the walls etc.
25mm dia aluminium towel rail 600 mm
long.
Providing and fixing in position glass
shelf fixed in with rawl plugs with C.P
brass screws complete including cutting
and making good the walls etc.
Providing and fixing in position best Indian
make soap dish fixed into wall with C.P
brass screws and complete in all respects
including cutting and making good the walls
etc.
25mm dia c.p brass adjustable
20mm dia c.p brass adjustable
C.P brass two arms swivel towel rail 400
mm long.
With aluminium bracket and guard rail 600
mm x 125 mm
Vitreous China ware shelf 560 mm long
white.
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(i) Soap dish large Each 2.25 43.00 2.50 43.25
(ii) Soap dish small Each 2.25 27.75 2.50 28.00
(b)
(i) Soap dish 160 mm Each 2.25 31.25 2.50 31.50
(ii) Soap dish 380 mm Each 2.25 48.50 2.50 48.75
(c)
Each 2.25 48.50 2.50 48.75
(d)
Each 2.25 96.75 2.50 97.00
30.61
(a)
(i) 600 mm x 450 mm Each 33.00 121.00 36.00 124.00
(ii) 550 mm x 400 mm Each 33.00 108.50 36.00 111.50
30.62
(a) One way Each 2.25 54.50 2.50 54.75
(b) Two way Each 2.25 75.25 2.50 75.50
(c) Three way Each 2.25 96.25 2.50 96.50
(d) Four way Each 2.25 117.00 2.50 117.25
Providing & Fixing in position brass
oxidized gas taps (to the approval of the
Engineer-in- Charge) complete in all
respects.
Indian Make
Providing & Fixing in position best indian
make bevelled edge 5mm thick mirror
mounted on asbestos sheet ground fixed
in position by means of 4 nos. chromium
plated brass screws and washers over
rubber washers and rawl plugs embedded in
the walls or chromium plated brass clamps
with C.P. brass screws (as required by the
Engineer-in- Charge) complete including
cutting and making good the walls etc.
Vitreous China ware recessed soap dish
with hand rails white.
Vitreous china ware white
Vitreous China ware recessed soap dish
150 mm x 150 mm white.
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30.63
(a)
(i) One way Each 2.40 25.40 2.60 25.60
(ii) Twin way Each 2.40 29.80 2.60 30.00
(b)
(i) One way Each 2.40 9.60 2.60 9.80
(ii) Twin way Each 2.40 12.15 2.60 12.35
30.64
Each 4.50 102.50 5.00 103.00
30.65
(a) Bib cock long body Each 2.10 119.80 2.30 120.00
(b) Bib cock sparow with perlmix and
flange Each 2.10 105.90 2.30 106.10
(c) Bib cock Each 2.10 90.65 2.30 90.85
30.66
(a)
(i) stop cock male & female end Each 3.00 91.60 3.30 91.90
(ii) Concealed stop cock with flange. Each 3.00 104.20 3.30 104.50
(b)
(i) stop cock male & female end Each 4.25 112.00 4.50 112.25
(ii) Stop cock with flange. Each 4.25 123.25 4.50 123.50
Providing & Fixing in postion 15 mm i/d C.P.
brass bib cock of best quality (as approved
by the Engineer-in-charge).
Providing & Fixing in postion C.P.brass stop
cock (as approved by the Engineer-in-
charge).
Aluminium make
Providing & Fixing in position superior
quality 65 mm I\d opening C.P brass
dometype hinged grating weighing about 750
grams fixed in cement sand mortar 1:2
complete in all respects (as required by the
Engineer-in- Charge)
Providing & Fixing in position best Indian
make coat and hat hooks fixed into wall
with c.p. brass screws and rawl plugs etc.
complete including cutting and making
good the walls etc.
C.P. Brass
15 mm stop cock
20 mm stop cock
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30.67
Each 1.50 72.10 1.65 72.25
30.68
(a) One way Each 3.50 117.50 3.80 117.80
(b) Two way Each 3.50 189.60 3.80 189.90
(c) Three way Each 3.50 250.30 3.80 250.60
30.69
(i) Tooth Brush Cum. Tooth paste holder
Each 1.50 41.60 1.65 41.75
(ii) Tooth Brush holder Each 1.50 30.25 1.65 30.40
30.70
(a) C.P Brass Each 1.50 30.25 1.65 30.40
(b) Vitreous China white Each 1.50 27.70 1.65 27.85
30.71
(a) With Telephonic Shower Each 7.00 605.25 7.50 605.75
(b) Without Telephonic shower. Each 7.00 482.00 7.50 483.00
30.72
(a)
(i) 15 mm x 300 mm Each 3.50 22.50 3.75 22.75
(ii) 15 mm x 375 mm Each 3.50 26.25 3.75 26.50
(iii) 15 mm x 450 mm Each 3.50 30.00 3.75 30.25
Aluminium
Providing & fixing in position best Indian
make tumbler Cum. Tooth broush holder
fixed in with rawl plugs with C.P brass
screws complete including cutting and
making good the walls etc.
Providing & fixing in position best Indian
make C.P brass wall mixer 15 mm.
Providing & fixing in position best Indian
make flexible tube connection.
Providing & fixing in position best Indian
make C.P brass tooth brush Cum. Tooth
paste holder fixed in with rawl plugs with C.P
brass screws complete including cutting and
making good the walls etc.
Providing & fixing 15 mm C.P brass
laboratory cock swan neck of best quality (to
the approval of the Engineer-in- Charge)
Providing & Fixing in postion C.P.brass
liquid soap container of best quality (as
required by the Engineer-in-charge).
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(b)
(i) 15 mm x 300 mm Each 3.50 35.10 3.75 35.35
(ii) 15 mm x 375 mm Each 3.50 41.50 3.75 41.75
(iii) 15 mm x 450 mm Each 3.50 47.75 3.75 48.00
30.73
Each 3.50 107.25 3.75 107.50
30.74
(a) 100mm Internal diameter Metre 4.80 85.00 5.20 85.40
(b) 75 mm Internal diameter Metre 4.80 75.10 5.20 75.50
(c) 50mm Internal diameter Metre 4.80 61.90 5.20 62.30
30.74
(ii)
(a) Providing fixing in position 10 feet
long centrifugally 100mm inner dia
cast iron spun pipe ISI marked
including cutting, holes in walls, roofs
or floors etc. and making good to its
original condition but excluding the
cost of lead jointing (Based on 1987
rates) Metre 13.10 302.00 14.40 304.00
(b) Providing fixing in position 10 feet
long centrifugally 75mm inner dia cast
iron spun pipe ISI marked including
cutting holes in walls, roofs or floors
etc. and making good to its original
condition but excluding the cost of
lead jointing. Metre 13.10 260.00 14.40 261.00
Providing & Fixing in position best Indian
make C.P.brass inlet connection 15 mm with
375mm pipe and C.P. brass nuts.
C.P.Brass
Providing and fixing in position H.C.I. soil
waste vent or antisyphonage pipes to
I.S.I. specification of E.D.C manufacture
or of any other reputed firm including
cutting and wastage etc. and cutting
holes in walls roofs or floors etc. and
making good to its original condition but
excluding cost of lead jointing.
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30.75
Each 2.30 60.20 2.50 60.40
30.76
Each 2.30 10.20 2.50 10.40
30.77
(a) 100mm internal diameter (1.36 kg) Each 8.10 37.75 8.90 38.55
(b) 75mm internal diameter (1.13 kg) Each 6.50 31.60 7.15 32.25
(c) 50mm internal diameter (0.91 kg) Each 5.50 25.25 6.00 25.75
Note :-
30.78
(a) For 100mm internal diameter pipes Each 6.75 17.40 7.40 18.05
(b) For 75mm internal diameter pipes Each 6.75 14.95 7.40 15.60
(c) For 50mm internal diameter pipes Each 6.75 13.70 7.40 14.35
Providing and fixing in position C.I. gully
trap cover weighing approximately 7.26
kg and frame for gully trap chamber clear
opening size 300mm x 300mm and out
side size 330mmx330mm including
painting the exposed surface with 3 coats
of black bitumastic superior paint of
approved manufacture etc.
Providing and fixing in position H.C.I.
gratings 150mm x 150mm for gully trap
including painting with black bitumastic
superior paint of approved manufacture
three coats.
Providing lead caulked joints to H.C.I.
pipes and specials conforming to I.S.I.
Specification of E.L.C. manufacture or
any other reputed firm including cost of
lead yarn,fuel and tools etc.
The lead and yarn in item No. 30.77 above
will be supplied-Ex-Divisional stores or
F.O.R. nearest Railway Station at the stock
issue rate in force.
Providing & Fixing in position M.S or
heavy flat iron clamps made out of M.S
flat iron not less than 5 mm of the approved
design for fixing C.I. soil waste, vent or
antisyhonage pipes to walls complete in all
respects including cutting and making
good the walls and floors etc. and
painting.
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30.79
(a) with 50mm i/d outlet Each 34.50 128.50 38.00 132.00
(b) with 75mm i/d outlet Each 34.50 133.25 38.00 136.75
30.80
(a) 50 mm i/d outlet plain Nahani trap Each 34.50 114.75 38.00 118.25
(b) 75 mm i/d outlet plain Nahani trap Each 34.50 119.50 38.00 123.00
30.81
(a)
(i) Heal rest bend. Each 3.45 47.80 3.75 48.10
(ii) Double junction with door 100mm x
100mm x 100mmx 100mm Each 3.45 129.10 3.75 129.40
(iii) Pass over pipe Each 3.45 42.30 3.75 42.60
(iv) Single junction with door 100mm x
100mm x 100mmx 100mm Each 3.45 80.45 3.75 80.75
For 100mm i/d pipes
Providing and fixing in position H.C.I
special for soil waste vent or anti
syphonage pipes to I.S.I specifications of
E.L.C manufacture or any other reputed
firm including cutting and wastage etc.
cutting holes in walls roofs or floors etc.
and making good to its original condition
but excluding cost of lead joining.
Providing and fixing H.C.I. Floor traps
conforming to I.S.I. Specification of
reputed firm of the self cleaning design
with C.P. brass hinged grating with frame
with or without vent arm and including
cement concrete 1:2:4 under and around
the floor trap where required upto floor level
complete in all respects including cutting
and making good the walls and floors,etc.
minimum depth of water should be 150mm
with a minium seal 50mm.
Providing and fixing in position H.C.I.
50mm internal diameter outlet plain
nahani trap conforming to I.S.I
specifications of reputed firm of the self
cleaning design with C.P brass hinged
grating with frame weighing 6.80 kg. each
fixed complete as fully described in item no.
30.79 above.
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(v) Double junction plain 100mm x
100mm x 100mmx 100mm Each 3.45 123.00 3.75 123.30
(vi) Single junction plain 100mm x
100mm x 100mm Each 3.45 73.70 3.75 74.00
(vii) Single junction with door 100mm x
100mm x 50mm Each 3.45 80.45 3.75 80.75
(viii) Double junction with door 100mm x
100mm x 50mmx 50mm Each 3.45 129.10 3.75 129.40
(ix) Single junction plain 100mm x
100mm x 50mm Each 3.45 73.70 3.75 74.00
(x) Double junction plain 100mm x
100mm x 50mmx 50mm Each 3.45 123.00 3.75 123.30
(xi) Double invert junction 100mm x
100mm x 50mmx 50mm Each 3.45 131.00 3.75 131.30
(xii) Single invert junction 100mm x
100mm x 50mm Each 3.45 114.35 3.75 114.65
(xiii) Bend with door Each 3.45 53.30 3.75 53.60
(xiv) Bend plain Each 3.45 42.90 3.75 43.20
(xv) Terminal guard Each 3.45 46.60 3.75 46.90
(xvi) Cowls Each 2.40 45.50 2.60 45.70
(xvii) Door piece Each 3.45 59.50 3.75 59.80
(xviii) Hand hole pipe Each 3.45 70.00 3.75 70.30
(xix) Diminishing pipe piece Each 3.45 34.90 3.75 35.20
(xx) P' or 'S' trap with vent Each 3.45 77.40 3.75 77.70
(xxi) P' or 'S' trap without vent Each 3.45 71.20 3.75 71.50
(xxii) Collars Each 3.45 26.90 3.75 27.20
(xxiii) Off sets
(a) 65mm projection Each 3.45 71.20 3.75 71.50
(b) 75mm projection Each 3.45 72.45 3.75 72.75
(c) 115mm projection Each 3.45 73.70 3.75 74.00
(d) 150mm projection Each 3.45 74.90 3.75 75.20
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(e) 225mm projection Each 3.45 77.40 3.75 77.70
(f) 300mm projection Each 3.45 81.10 3.75 81.40
(xxiv) Water closet connectors (Plain)
(a) 150mm long Each 2.10 17.50 2.25 17.65
(b) 225mm long Each 2.10 24.25 2.25 24.40
(c) 300mm long Each 2.10 32.30 2.25 32.45
(d) 375mm long or 400 mm long Each 2.10 36.00 2.25 36.15
(e) 425mm long or 450 mm long Each 2.10 41.50 2.25 41.65
(f) 500 mm long or 525 mm long Each 2.10 45.20 2.25 45.35
(g) 600 mm long Each 2.10 51.35 2.25 51.50
(h) 750mm long Each 2.10 63.70 2.25 63.85
(b)
(i) Heal rest bend. Each 3.45 41.65 3.75 41.95
(ii) Pass over pipe Each 3.45 36.70 3.75 37.00
(iii) Double junction with door 75mm x
75mm x 75mmx 75mm Each 3.45 109.40 3.75 109.70
(iv) Single junction with door 75mm x
75mm x 75mm Each 3.45 64.40 3.75 64.70
(v) Double junction plain 75mm x 75mm
x 75mmx 75mm Each 3.45 102.00 3.75 102.30
(vi) Single junction plain 75mm x 75mm
x 75mm Each 3.45 57.70 3.75 58.00
(vii) Single junction with door 75mm x
75mm x 50mm Each 3.45 64.40 3.75 64.70
(viii) Double junction with door 75mm x
75mm x 50mm x 50 mm Each 3.45 109.40 3.75 109.70
(ix) Single junction plain 75mm x 75mm
x 50mm Each 3.45 57.70 3.75 58.00
(x) Double junction plain 75mm x 75mm
x 50mm x 50mm Each 3.45 102.00 3.75 102.30
For 75mm i/d pipes
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(xi) Single invert junction 75mm x 75mm
x 50mm Each 3.45 95.85 3.75 96.15
(xii) Double invert junction 75mm x
75mm x 50mm x 50 mm Each 3.45 110.65 3.75 110.95
(xiii) Bend with door Each 3.45 42.85 3.75 43.15
(xiv) Plain Bend Each 3.45 36.10 3.75 36.40
(xv) Terminal guard Each 3.45 41.65 3.75 41.95
(xvi) Door piece Each 3.45 53.95 3.75 54.25
(xvii) Cowls Each 2.40 40.60 2.60 40.80
(xviii) Collars Each 3.45 21.30 3.75 21.60
(xix) Hand hole pipe Each 3.45 65.05 3.75 65.35
(xx) Diminishing pipe piece Each 3.45 28.10 3.75 28.40
(xxi) 'P' or 'S' trap with vent Each 3.45 71.20 3.75 71.50
(xxii) 'P' or 'S' trap without vent Each 3.45 65.05 3.75 65.35
(xxii) Off sets
(a) 65mm projection Each 3.45 47.80 3.75 48.10
(b) 75mm projection Each 3.45 50.30 3.75 50.60
(c) 115mm projection Each 3.45 52.70 3.75 53.00
(d) 150mm projection Each 3.45 55.20 3.75 55.50
(e) 225mm projection Each 3.45 58.90 3.75 59.20
(f) 300mm projection Each 3.45 62.60 3.75 62.90
(c)
(i) Heal rest bend. Each 3.45 35.50 3.75 35.80
(ii) Pass over pipe Each 3.45 29.95 3.75 30.25
(iii) Double junction with door 50mm x
50mm x 50mmx 50mm Each 3.45 97.05 3.75 97.35
(iv) Single junction with door 50mm x
50mm x 50mm Each 3.45 47.80 3.75 48.10
For 50mm i/d pipes
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(v) Double junction plain 50mm x 50mm
x 50mmx 50mm Each 3.45 89.70 3.75 90.00
(vi) Single junction plain 50mm x 50mm
x 50mm Each 3.45 41.65 3.75 41.95
(vii) Single invert junction with door Each 3.45 84.75 3.75 85.05
(viii) Double invert junction with door Each 3.45 99.50 3.75 99.80
(ix) Bend with door Each 3.45 36.70 3.75 37.00
(x) Bend Plain Each 3.45 30.55 3.75 30.85
(xi) Terminal guard Each 3.45 35.50 3.75 35.80
(xii) Collars Each 3.45 17.60 3.75 17.90
(xiii) Cowls Each 2.40 34.40 2.60 34.60
(xiv) Hand hole pipe Each 3.45 58.90 3.75 59.20
(xv) Door piece Each 3.45 44.10 3.75 44.40
(xvi) 'P' or 'S' trap without vent Each 3.45 58.90 3.75 59.20
(xvii) 'P' or 'S' trap with vent Each 3.45 65.05 3.75 65.35
(xviii) Off sets
(a) 65mm projection Each 3.45 31.80 3.75 32.10
(b) 75mm projection Each 3.45 33.00 3.75 33.30
(c) 115mm projection Each 3.45 34.25 3.75 34.55
(d) 150mm projection Each 3.45 35.50 3.75 35.80
(e) 225mm projection Each 3.45 37.95 3.75 38.25
(f) 300mm projection Each 3.45 40.40 3.75 40.70
30.82
(a) 100mm i/d weighing 11.31 kg/metre
thickness 3.00mm Metre 14.60 238.00 16.00 239.40
(b) 75mm i/d weighing 8.44 kg/metre
thickness 3.00mm Metre 10.95 177.85 12.00 178.90
Lead Pipes and Fittings Lead Pipes
Providing and fixing lead pipes complete
in all respects.
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(c) 50mm i/d weighing 5.95 kg/metre
thickness 3.00mm Metre 7.30 124.25 8.00 124.95
(d) 40mm i/d weighing 4.46 kg/metre
thickness 3.00mm Metre 7.30 95.30 8.00 96.00
(e) 32mm i/d weighing 3.47 kg/metre
thickness 2.80mm Metre 5.85 74.20 6.45 74.80
(f) 32mm i/d weighing 7.24 kg/metre
thickness 5.9mm Metre 6.10 162.45 6.65 163.00
(g) 25mm i/d weighing 6.20 kg/metre
thickness 5.6mm Metre 6.10 128.30 6.65 128.85
(h) 20mm i/d weighing 4.46 kg/metre
thickness 5.2mm Metre 5.85 93.90 6.45 94.50
(i) 15mm i/d weighing 3.47 kg/metre
thickness 5.4mm Metre 4.50 72.80 4.90 73.20
30.83
(a) 15mm i/d lead pipe 1.49 kg/metre
thickness 2.7mm Each 2.75 18.75 3.00 19.00
(b) 20mm i/d lead pipe 2.48 kg/metre
thickness 3.2mm Each 2.75 27.25 3.00 27.50
(c) 15mm alkithene pipe inlet connection.
Each 1.80 8.25 1.95 8.40
30.84
(a) 100mm internal diameter. Each 20.10 119.00 22.00 120.90
(b) 75mm internal diameter. Each 16.70 94.85 18.30 96.45
(c) 50mm internal diameter. Each 13.40 68.90 14.70 70.20
(d) 40mm internal diameter. Each 10.00 50.00 11.00 51.00
(e) 32mm internal diameter. Each 7.00 40.75 7.50 41.25
(f) 25mm internal diameter. Each 7.00 34.75 7.50 35.25
Providing and fixing lead inlet connection
with brass union for flushing and warning
pipes complete in all respects.
Wiped Solder Joints
Providing wiped solder joints lead pipes
and brass fittings including cost of
jointing material.
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30.85
(a) Size 75 mm x 75 mm Metre 5.00 7.50 5.50 8.00
(b) Size 150 mm x 150 mm Metre 8.60 12.60 9.40 13.40
(c) Size 75 mm x50 mm Metre 4.40 6.40 4.75 6.75
(d) Size 225 mm x225 mm Metre 14.50 20.50 15.90 21.90
30.86
(a) 100mm internal diameter. Metre 2.15 2.25
(b) 75mm internal diameter. Metre 1.85 1.95
(c) 50mm internal diameter. Metre 1.60 1.70
30.87
(a) 100mm internal diameter. Each 0.80 0.85
(b) 75mm internal diameter. Each 0.75 0.80
(c) 50mm internal diameter. Each 0.60 0.65
30.88
(a) 100mm internal diameter. Each 4.35 4.65
(b) 75mm internal diameter. Each 3.95 4.25
(c) 50mm internal diameter. Each 2.65 2.80
30.89
(a) 100mm internal diameter. Each 4.75 5.20
(b) 75mm internal diameter. Each 3.70 4.05
(c) 50mm internal diameter. Each 2.80 3.10
30.90
A With special quality paint
Dismantling H.C.I specials.
Cutting chase in brick walls in cement or
in floor for embedding G.I. or C.I pipes
lines and making good the same to its
original condition.
Dismantling H.C.I Soil pipes
Dismantling lead caulked joints of H.C.I
pipes including cost of fuel and tools.
Dismantling heavy flat iron clamps.
Painting H.C.I soil waste and vent pipes
and fitting with black bitumastic paint of
approved manufacture one coat on old
work.
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(a) 100 mm i/d Metre 0.50 1.05 0.55 1.10
(b) 75 mm i/d Metre 0.37 0.75 0.40 0.80
(c) 50 mm i/d Metre 0.28 0.55 0.30 0.60
B
(a) 100 mm i/d Metre 0.50 0.85 0.55 0.90
(b) 75 mm i/d Metre 0.37 0.65 0.40 0.65
(c) 50 mm i/d Metre 0.28 0.47 0.30 0.50
30.91
A
(a) 100 mm i/d Metre 0.80 1.90 0.90 2.00
(b) 75 mm i/d Metre 0.60 1.40 0.65 1.45
(c) 50 mm i/d Metre 0.44 1.05 0.49 1.10
B
(a) 100 mm i/d Metre 0.80 1.50 0.90 1.60
(b) 75 mm i/d Metre 0.60 1.10 0.65 1.15
(c) 50 mm i/d Metre 0.44 0.85 0.49 0.90
30.92
(a) 100mm internal diameter. Metre 0.48 1.10 0.54 1.15
(b) 75mm internal diameter. Metre 0.35 0.80 0.40 0.85
(c) 50mm internal diameter. Metre 0.26 0.60 0.30 0.65
30.93 Painting H.C.I soil waste and vent pipes
and fitting with I.S.I marked quality
synthetic enamel paints in all shades on
existing or new work two coats paints
including rubbing etc.
Painting H.C.I soil waste and vent pipes
and fitting with I.S.I marked quality
synthetic enamel paints in all shades on
old work one coat paint including rubbing
down old work.
With special quality paint
Painting H.C.I soil waste and vent pipes
and fitting with black bitumastic paint of
approved manufacture two coats on new
work.
With I.S.I Marked Paint
With I.S.I Marked Paint
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(a) 100mm internal diameter. Metre 0.75 2.15 0.85 2.25
(b) 75mm internal diameter. Metre 0.55 1.55 0.60 1.60
(c) 50mm internal diameter. Metre 0.42 1.15 0.46 1.20
30.94
(a) 100mm internal diameter. Metre 0.48 1.75 0.54 1.80
(b) 75mm internal diameter. Metre 0.35 1.30 0.40 1.35
(c) 50mm internal diameter. Metre 0.26 0.95 0.30 1.00
30.95
(a) 100mm internal diameter. Metre 0.75 3.65 0.85 3.75
(b) 75mm internal diameter. Metre 0.55 2.65 0.60 2.70
(c) 50mm internal diameter. Metre 0.42 2.00 0.46 2.05
30.96
(a)
(i) 15mm internal diameter. Each 2.40 66.65 2.60 66.85
(ii) 20mm internal diameter. Each 2.40 85.60 2.60 85.80
(iii) 25mm internal diameter. Each 2.40 117.25 2.60 117.45
(iv) 32mm internal diameter. Each 2.40 174.20 2.60 174.40
(v) 40mm internal diameter. Each 2.40 256.40 2.60 256.60
(vi) 50 mm internal diameter. Each 2.40 382.90 2.60 383.10
With copper ball.
Internal Water Supply
Providing and fixing in position
automatic brass ball valves in tanks.
Painting H.C.I soil waste and vent pipes
and fittings with superior quality
synthetic enamel paint in all shades on
existing or new work two coats paint
including cleaning rubbing etc.
Painting H.C.I soil waste and vent pipes
and fittings with superior quality
synthetic enamel paint in all shades onold
work one coat paint including rubbing down
the old paint.
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(b)
(i) 15mm internal diameter. Each 2.40 47.65 2.60 47.85
(ii) 20mm internal diameter. Each 2.40 66.65 2.60 66.85
(iii) 25mm internal diameter. Each 2.40 91.95 2.60 92.15
(iv) 32mm internal diameter. Each 2.40 123.60 2.60 123.80
(v) 40mm internal diameter. Each 2.40 161.50 2.60 161.70
(vi) 50 mm internal diameter. Each 2.40 231.10 2.60 231.30
30.97
(A)
(i) upto 275 litres capacity Each 160.00 164.50
(ii) More then 275 litres capacity Each 163.50 168.00
(B)
(i) upto 680 litres capacity Each 166.65 171.30
(ii) Greater then 680 litres capacity but
upto 910 litres capacity. Each 172.00 176.50
(iii) More then 910 litres capacity Each 173.00 177.50
Tanks made out of 3.00mm thick plates.
Tanks made out of 5.00mm thick plates.
Labour only for fixing in position mild
steel storage tanks (to be supplied by the
Engineer-in-charge Ex-public Health store)
including hosting etc. And carriage from
store to site of work complete with
providing and fixing 15mm or 20mm
internal diameter flanges for inlet and outlet,
25mm for over flow and 40mm for scour
pipe including 25mm brass perfcrated
mosquito proof cap for over flow and plug for
scour pipe and labour for making pipe
connections and small masonry supports
on the top of the roof where these tanks are
to be fixed complete in all respects
including cutting and making good the
walls and floors etc.
With Plastic ball
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30.98
(a) 1800 litres capacity Each 248.50 262.70
(b) 3600 litres capacity Each 384.00 406.70
(c) 5400 litres capacity Each 510.00 540.00
(d) 7200 litres capacity Each 690.00 728.00
Note :-
30.99
Where masonry supports are not required
such as in case of Tanks to be plced on
independent masonary pillars instead of over
roof the rates of item 30.98 may be
correspondingly reduced as under:-
(i) Item 30.98 (a) @ 90.00 each
(ii) Item 30.98 (b) @ 135.00 each
(iii) Item 30.98 (c) @ 180.00 each
(iv) Item 30.98 (d) @ 270.00 each
DRAINAGE
Providing and fixing in position gully
traps fixed in cement concrete 1:4:8
complete with H.C.I. Grating 150mm x
150mm cast iron cover weighing
approximately 7.26 kg. And frame clear
opening 300mm x 300mm and out of side
size 330mm x 330mm and chamber
including cost of all bricks work in cement
morter 1:5 cement concrete 1:2:4 in
coping around C.I. cover and frame etc.
with three coats of black bitumastic
superior paint of approved manufacture on
all C.I. work as per standard design
minimum depth of water should be 150 mm
with a minimum seal 50mm.
Labour only for fixing in position pressed
steel storage tanks capacity as given
below (to be supplied by the Department Ex-
public Health store in unassembled
conditions) including carriage from stores
to site of works hoisting and placing the
tanks in position assembling, making inlet
outlet, scour and over flow connection
including providing and fixing in position
brass perforated cap for overflow and plug
for scour pipe and small masonry supports
on the roof where these tanks are to be fixed
complete in all respects including cutting
and making good the walls and floors etc.
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(a) 100mm internal diameter S.W.gully
trap Each 19.50 179.00 21.50 181.00
(b) 100mm internal diameter H.C.I gully
trap Each 19.50 225.00 21.50 226.00
(c) 150mm internal diameter S.W.gully
trap Each 20.50 202.00 22.50 203.00
(d) 150mm internal diameter H.C.I.gully
trap Each 20.50 263.00 22.50 265.00
30.100
Each 7.30 126.15 8.00 126.85
30.101
Each 1.10 39.00 1.20 39.10
Providing and fixing in postion best
Indian make (To the approval of Engineer-
in-Charge) storage type automatic
electric water heater pressure / non
pressure type thermostatically controlled,
suitable for operation on 230 volts 50
cycles, single phase, vertical wall
mounting fitted with drawable and
adjustable type A.C the with emostat
thermostats knob to be readily
accessable through the opening of
suitable cover for adjustment of
temperature in the installed position of
heater and the
Providing and fixing in position best
Indian make air purifier complete with
first change (as approved by the Engineer-
in-charge in metal container C.P brass).
Providing and fixing in position best Indian
make vitreous China ware white channel of
size 600 mmx150mm including laying and
fixing in cement concrete 1:2:4 complete as
per required by the Engineer-in-charge.
30.102
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(a) 25 Liters capacity Each 47.50 1795.00 51.50 1799.00
(b) 35 Liters capacity Each 47.50 1973.50 51.50 1977.50
(c) 50 Liters capacity Each 47.50 2238.50 51.50 2242.50
30.103
Each 112.50 112.50
Extra over and above item No. 30.102 above
if the water heater is provided horizontally
instead of vertically.
thermostat should be with drawn without
having to drain the water electric heating
element made out of copper tube(heating
element should be easily removed and
replaced in the installed position of
heater) a neon indicator I Amp. inner
container made out of copper tinned both
from inside and outside outer container
made out of mild steel sheet finished in
gleaming white stove enamel paint
insulated between the inner and outer
with fibre glass wool with 1 meter length
of suitable capacity 3 core flexible cord
with plug and non-return valve
plastic/lead connections or pressure
release valve (Where required) complete
including fixing and testing for a week ( as
required by the Engineer-in-Charge) vertical
water heater.
30.102
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Item No. Unit
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31.01 A&B Deleted
31.01 C P.V.C. CASING AND CAPPING WIRING SYSTEM:
I. Wiring fan point in 1.5mm² copper conductor cable. Each
II. Wiring light point in 1.5mm² copper
conductor cable. Each
III. Wiring call bell point in 1.5mm² copper conductor cable
without push button and flexible wire but including teak
wood board for call bell. Each
IV. Wiring 3-pin 5Amp. Plug control comprising wall-socket,
kit-kat fuse unit and switch, including connecting the 3rd
pin by means of 2.0mm dia. bare copper wire.Each
V. Wiring 3-pin 5Amp. Wall-socket point in 1.5mm² copper
conductor cable including bonding to earth with 2.0mm
dia. bare copper wire. Each
VI. Wiring 3-pin 15Amp. Plug control comprising wall-socket,
kit-kat fuse unit and switch including connecting the 3rd
pin by means of 2.0mm dia. bare copper wire.Each
VII. Wiring light point in 1.5mm² copper conductor cable
without control switch. Each
VIII. Wiring light point in 1.5mm² copper conductor cable with
double control switches. Each
IX. Wiring in 1.5mm² copper conductor cable for bed control
switch upto ceiling-rose but without bed-switch and
flexible wire (ceiling-rose to be fixed 30cm above floor).Each
31.02 A&B Deleted
31.03 A Deleted
31.03 B RECESSED CONDUIT PIPE WIRING SYSTEM:
CHAPTER NO. 31
Description
2
Wiring in P.V.C. insulated copper conductor ISI marked cable
(Unsheathed) left bare in P.V.C. casing and capping including
all the P.V.C. accessories as required and Semi–recessed Teak-
wood boxes, covered with Brown-bakelite/ White-glazed
Translucent back side painted sheet cover 3mm thick to have
the control switches, wall-sockets and fan regulators etc.:-
Wiring in P.V.C. insulated copper conductor ISI marked
(Unsheathed) cable left bare in welded conduit pipe (1.6mm
thick) recessed in wall etc., complete with M.S. sheet box
(Sheet thickness 1.6mm) and of required design, size i.e. 10cm
x 10cm, 22.5cm x 10cm, 20cm x 25cm, fan box 18cm x 10cm
having weight 0.450kg minimum, 0.800kg minimum, 1.350kg
minimum and fan box 0.950kg minimum (Weight without M.S.
Sheet cover) respectively each 60mm deep except fan box
having depth 10cm covered with 1.6mm thick M.S. sheet fixed
with screws, machine fabricated, spot welded,with knock-outs
corner pieces (3mm thick M.S. sheet duly threaded hole
suitable to fix the box cover sheet) welded 3mm deep from the
edge of the box, all boxes duly primer coated allaround and
provided with an earth stud for having fan regulators, wall-
sockets and switches etc.,and covered
Page 356 CSR-1987 [Re-print]
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Description
2
31.03B
I. a. Wiring fan point in 1.5mm² copper conductor cable. Each
b. Wiring fan point with M.S. fan box in 1.5mm² copper
conductor cable. Each
II. Wiring light point in 1.5mm² copper
conductor cable. Each
III. Wiring call-bell point in 1.5mm² copper conductor cable.
Each
IV. Wiring 3-pin 5Amp. wall-socket point in 1.5mm² copper
conductor cable complete with bonding to existing earth
with 1mm² PVC insulated multistrand (FR) unsheathed
copper wire. Each
V. Wiring 3-pin 5Amp. plug control comprising wall-socket
kit-kat fuse unit and switch including bonding to existing
earth with 1mm² PVC insulated multistrand (FR)
unsheathed copper wire. Each
VI. Wiring 3-pin 15Amp. plug control comprising wall-socket,
kit-kat fuse unit and switch including bonding to earth
with 4mm² G.I. stranded wire. Each
VII. Wiring light point in 1.5mm² copper conductor cable
without control switch. Each
VIII. Wiring light point in 1.5mm² copper conductor cable with
double control switches. Each
IX. Wiring in 1.5mm² copper conductor cable for bed control
switch upto ceiling-rose but without bed-switch and
flexible wire. Each
31.04 A Deleted
31.04 B SURFACE CONDUIT PIPE WIRING SYSTEM:
I. Wiring fan point in 1.5mm² copper conductor cable. Each
II. Wiring light point in 1.5mm² copper
conductor cable. Each
III. Wiring call-bell point in 1.5mm² copper conductor cable.
Each
IV. Wiring 3-pin 5Amp. wall-socket point in 1.5mm² copper
conductor cable including bonding to existing earth with
1mm² PVC insulated multistrand (FR) unsheathed
copper wire. Each
V. Wiring 3-pin 5Amp. plug control comprising wall-socket,
kit-kat fuse unit and switch including bonding to existing
earth with 1mm² PVC insulated multistrand (FR)
unsheathed copper wire. Each
with Brown-bakelite/ White-glazed/ Transluscent back side
painted sheet (3mm thick ) with matching colour of the
surroundings and flush/ piano type switches, wall-sockets and
ceiling-roses etc., including cost of cutting and filling up of
chases :-
Wiring in P.V.C. insulated copper conductor ISI marked cable
(Unsheathed) left bare in Heavy gauge welded conduit pipe
(1.6mm thick) installed on surface complete with
Semi–recessed Teak-wood boxes with Brown-bakelite/ White-
glazed or Translucent back side painted sheet cover 3mm thick
to have the control switches, wall-sockets and fan regulators
etc., including painting as required:-
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VI. Wiring 3-pin 15Amp. plug control comprising wall-socket,
kit-kat fuse unit and switch including bonding to earth
with 4mm² G.I. stranded wire. Each
31.04B VII. Wiring light point in 1.5mm² copper conductor cable
without control switch. Each
VIII. Wiring light point in 1.5mm² copper conductor cable with
double control switches. Each
IX. Wiring in 1.5mm² copper conductor cable for bed control
switch upto ceiling-rose but without bed-switch and
flexible wire. Each
31.05 DISMANTLING WIRING POINTS:
I. Light, fan or call-bell point. Each
II. Wall socket point. Each
31.06 A Deleted
31.06 B MAINS & SUB-MAINS IN P.V.C CASING
& CAPPING:
I. Cable size 1.5mm² copper conductor. Metre
II. Cable size 2.5mm² copper conductor. Metre
III. Cable size 4mm² copper conductor. Metre
IV. Cable size 6mm² copper conductor. Metre
V. Cable size 10mm² copper conductor. Metre
VI. Cable size 16mm² copper conductor. Metre
VII. Cable size 25mm² (7/ 2.24mm). Metre
VIII. Supply & erection of P.V.C. casing and capping as
required. Metre
31.07 A&B Deleted
31.08 A Deleted
31.08 B P.V.C INSULATED (Unsheathed) COPPER
CONDUCTOR CABLES:
I. Cable Size 1.5mm² copper conductor 1100 volts grade. Metre
II. Cable Size 2.5mm² copper conductor 1100 volts grade. Metre
III. Cable Size 4mm² copper conductor 1100 volts grade. Metre
IV. Cable Size 6mm² copper conductor 1100 volts grade. Metre
V. Cable Size 10mm² copper conductor 1100 volts grade. Metre
VI. Cable Size 16mm² copper conductor 1100 volts grade. Metre
31.09 A Deleted
31.09 B PVC INSULATED POLYTHENE SHEATHED AND PVC
INSULATED PVC SHEATHED CABLES.
Supply & erection of P.V.C. insulated single core cable with ISI
marked copperconductor (Unsheathed) left bare in pipe or
casing of suitable size excluding the cost of supply & erection
of pipe or casing:-
Dismantling old wiring points (not recessed) including
necessary repairs to wall etc.:
Wiring of mains & sub-mains in two single core P.V.C. insulated
with copper conductor ISI marked cables (Unsheathed) left bare
overall 1100volts grade in P.V.C. casing & capping including
painting etc., as required:-
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Supply and erection of PVC insulated polythene
sheathed and PVC insulated PVC sheathed copper
conducter ISI marked single core cable in pipe etc.
of suitable size excluding the cost & erection of pipe
etc.
(i) to (vi) Deleted
31.09 Vii PVC insulated PVC sheathed copper conducter
single core cable size 1.5mm2 1100 volts grade. Metre
Viii. PVC insulated PVC sheathed copper conducter
single core cable size 2.5mm2 100 volts grade. Metre
IX. PVC insulated PVC sheathed copper conducter
single core cable size 4mm2 1100 volts grade.Metre
(X) to
(XV)
Deleted
31.10
31.10 A P.V.C. INSULATED ARMOURED CABLES (UNDER
GROUND):
I. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(twin core) 2.5mm². Metre
II. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade (twin
core) 4mm². Metre
III. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade (twin
core) 6mm². Metre
IV. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(twin core) 10mm². Metre
V. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(twin core) 16mm². Metre
VI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(twin core) 25mm². Metre
VII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(twin core) 35mm². Metre
VIII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(twin core) 50mm². Metre
IX. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 2.5mm². Metre
Supply & laying of aluminium conductor P.V.C. insulated
armoured and served cable to be laid 1m below ground level
including excavation, sand cushioning, covering with sand &
bricks and back filling the trench etc., of the required size:-
LAYING OF UNDER GROUND CABLES:
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X. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 4mm². Metre
XI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 6mm². Metre
XII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 10mm². Metre
31.10 (A) XIII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core)16mm². Metre
XIV. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 25mm². Metre
XV. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 35mm². Metre
XVI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 50mm². Metre
XVII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 70mm². Metre
XVIII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 95mm². Metre
XIX. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 120mm². Metre
XX. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 150mm². Metre
XXI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 185mm². Metre
XXII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 225mm². Metre
XXIII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 240mm². Metre
XXIV. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 300mm². Metre
XXV. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 400mm². Metre
XXVI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½ core) 25mm². Metre
XXVII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½ core) 35mm². Metre
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XXVIII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½ core) 50mm². Metre
XXIX. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade (3½
core) 70mm². Metre
XXX. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½ core) 95mm². Metre
31.10 (A) XXXI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½ core) 120mm². Metre
XXXII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade (3½
core) 150mm². Metre
XXXIII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 185mm². Metre
XXXIV. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 225mm². Metre
XXXV. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 240mm². Metre
XXXVI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 300mm². Metre
XXXVII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 400mm². Metre
XXXVIII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(4core) 2.5mm². Metre
XXXIX. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(4core) 4mm². Metre
XL. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(4core) 6mm². Metre
XLI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(4core) 10mm². Metre
XLII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(4core) 16mm². Metre
31.10 B P.V.C. INSULATED ARMOURED CABLES (LOOSE-IN
THE EXISTING TRENCH OR PIPE):
I. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(twin core) 2.5mm². Metre
Supply & laying of aluminium conductor P.V.C. insulated
armoured and served cable to be laid loose in the existing
trench or pipe:-
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II. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(twin core) 4mm². Metre
III. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(twin core) 6mm². Metre
IV. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(twin core) 10mm². Metre
31.10 (B) V. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(twin core) 16mm². Metre
VI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(twin core) 25mm². Metre
VII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(twin core) 35mm². Metre
VIII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(twin core) 50mm². Metre
IX. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 2.5mm². Metre
X. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 4mm². Metre
XI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 6mm². Metre
XII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 10mm². Metre
XIII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core)16mm². Metre
XIV. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 25mm². Metre
XV. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 35mm². Metre
XVI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 50mm². Metre
XVII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 70mm². Metre
XVIII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 95mm². Metre
XIX. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 120mm². Metre
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XX. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 150mm². Metre
XXI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 185mm². Metre
XXII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 225mm². Metre
31.10 (B) XXIII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 240mm². Metre
XXIV. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 300mm². Metre
XXV. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3core) 400mm². Metre
XXVI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 25mm². Metre
XXVII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 35mm². Metre
XXVIII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 50mm². Metre
XXIX. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 70mm². Metre
XXX. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 95mm². Metre
XXXI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 120mm². Metre
XXXII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 150mm². Metre
XXXIII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 185mm². Metre
XXXIV. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 225mm². Metre
XXXV. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 240mm². Metre
XXXVI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 300mm². Metre
XXXVII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(3½core) 400mm². Metre
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XXXVIII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(4core) 2.5mm². Metre
XXXIX. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(4core) 4mm². Metre
XL. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(4core) 6mm². Metre
31.10 (B) XLI. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(4core) 10mm². Metre
XLII. Aluminium conductor P.V.C. insulated armoured and
served cable working voltage 1100volts grade
(4core) 16mm². Metre
31.10 C P.V.C. INSULATED UN-ARMOURED CABLES (ON
SURFACE):
I. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (Twin core) cable of
size 2.5mm². Metre
II. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (Twin core) cable of
size 4mm². Metre
III. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (Twin core) cable of
size 6mm². Metre
IV. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (Twin core) cable of
size 10mm². Metre
V. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (Twin core) cable of
size 16mm². Metre
VI. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (Twin core) cable of
size 25mm². Metre
VII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (Twin core) cable of
size 35mm². Metre
VIII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (Twin core) cable of
size 50mm². Metre
IX. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 2.5mm². Metre
X. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 4mm². Metre
XI. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 6mm². Metre
Supply and laying of P.V.C. insulated P.V.C. sheathed
aluminium conductor un-armoured cable working voltage upto
and including 1100volts grade (on surface) as required:-
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XII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 10mm². Metre
XIII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 16mm². Metre
XIV. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 25mm². Metre
31.10C XV. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 35mm². Metre
XVI. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 50mm². Metre
XVII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 70mm². Metre
XVIII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 95mm². Metre
XIX. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 120mm². Metre
XX. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 150mm². Metre
XXI. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 185mm². Metre
XXII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 225mm². Metre
XXIII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 240mm². Metre
XXIV. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 300mm². Metre
XXV. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3core) cable of
size 400mm². Metre
XXVI. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3½core) cable of
size 25mm². Metre
XXVII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3½core) cable of
size 35mm². Metre
XXVIII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3½core) cable of
size 50mm². Metre
XXIX. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3½core) cable of
size 70mm². Metre
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XXX. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3½core) cable of
size 95mm². Metre
XXXI. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3½core) cable of
size 120mm². Metre
XXXII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3½core) cable of
size 150mm². Metre
31.10C XXXIII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3½core) cable of
size 185mm². Metre
XXXIV. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3½core) cable of
size 225mm². Metre
XXXV. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3½core) cable of
size 240mm². Metre
XXXVI. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3½core) cable of
size 300mm². Metre
XXXVII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (3½core) cable of
size 400mm². Metre
XXXVIII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (4core) cable of
size 2.5mm². Metre
XXXIX. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (4core) cable of
size 4mm². Metre
XL. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (4core) cable of
size 6mm². Metre
XLI. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (4core) cable of
size 10mm². Metre
XLII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (4core) cable of
size 16mm². Metre
XLIII. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (4core) cable of
size 25mm². Metre
XLIV. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (4core) cable of
size 35mm². Metre
XLV. P.V.C. insulated P.V.C. sheathed aluminium
conductor un-armoured (4core) cable of
size 50mm². Metre
31.10 D P.V.C. INSULATED UN-ARMOURED CABLE (LOOSE-
IN THE EXISTING TRENCH OR PIPE):
31.10D Supply and laying of aluminium conductor P.V.C. insulated
P.V.C. sheathed un-armoured cable to be laid loose-in the
existing trench or pipe:
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I. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(twin core) 2.5mm². Metre
II. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(twin core) 4mm². Metre
III. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(twin core) 6mm². Metre
31.10D IV. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(twin core) 10mm². Metre
V. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(twin core) 16mm². Metre
VI. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(twin core) 25mm². Metre
VII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(twin core) 35mm². Metre
VIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(twin core) 50mm². Metre
IX. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 2.5mm². Metre
X. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 4mm². Metre
XI. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 6mm². Metre
XII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 10mm². Metre
XIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 16mm². Metre
XIV. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 25mm². Metre
XV. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 35mm². Metre
XVI. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 50mm². Metre
XVII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 70mm². Metre
XVIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 95mm². Metre
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XIX. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 120mm². Metre
XX. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 150mm². Metre
XXI. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 185mm². Metre
31.10D XXII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 225mm². Metre
XXIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 240mm². Metre
XXIV. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 300mm². Metre
XXV. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3core) 400mm². Metre
XXVI. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3½core) 25mm². Metre
XXVII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3½core) 35mm². Metre
XXVIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3½core) 50mm². Metre
XXIX. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3½core) 70mm². Metre
XXX. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3½core) 95mm². Metre
XXXI. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3½core) 120mm². Metre
XXXII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3½core) 150mm². Metre
XXXIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3½core) 185mm². Metre
XXXIV. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3½core) 225mm². Metre
XXXV. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3½core) 240mm². Metre
XXXVI. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3½core) 300mm². Metre
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XXXVII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(3½core) 400mm². Metre
XXXVIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(4core) 2.5mm². Metre
XXXIX. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(4core) 4mm². Metre
31.10D XL. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(4core) 6mm². Metre
XLI. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(4core) 10mm². Metre
XLII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(4core) 16mm². Metre
XLIII. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(4core) 25mm². Metre
XLIV. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(4core) 35mm². Metre
XLV. Aluminium conductor P.V.C. insulated P.V.C. sheathed
un-armoured cable working voltage 1100volts grade
(4core) 50mm². Metre
31.10 E P.V.C INSULATED ARMOURED CABLE (ON
SURFACE):
I. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 2.5mm². Metre
II. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 4mm². Metre
III. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 6mm². Metre
IV. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 10mm². Metre
V. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 16mm². Metre
VI. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 25mm². Metre
VII. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 35mm². Metre
Supply and laying of P.V.C. insulated P.V.C. sheathed
aluminium conductor armoured cable working voltage upto and
including 1100volts grade (on surface) as required:-
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VIII. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 50mm². Metre
IX. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 2.5mm². Metre
X. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 4mm². Metre
XI. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 6mm². Metre
XII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 10mm². Metre
31.10E XIII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 16mm². Metre
XIV. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 25mm². Metre
XV. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 35mm². Metre
XVI. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 50mm². Metre
XVII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 70mm². Metre
XVIII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 95mm². Metre
XIX. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 120mm². Metre
XX. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 150mm². Metre
XXI. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 185mm². Metre
XXII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 225mm². Metre
XXIII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 240mm². Metre
XXIV. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 300mm². Metre
XXV. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 400mm². Metre
XXVI. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3½core) cable of size 25mm². Metre
XXVII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3½core) cable of size 35mm². Metre
XXVIII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3½core) cable of size 50mm². Metre
XXIX. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3½core) cable of size 70mm². Metre
XXX. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3½core) cable of size 95mm². Metre
XXXI. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 120mm². Metre
XXXII. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 150mm². Metre
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XXXIII. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 185mm². Metre
XXXIV. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 225mm². Metre
XXXV. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 240mm². Metre
XXXVI. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 300mm². Metre
31.10E XXXVII. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 400mm². Metre
XXXVIII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (4core) cable of size 2.5mm². Metre
XXXIX. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (4core) cable of size 4mm². Metre
XL. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (4core) cable of size 6mm². Metre
XLI. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (4core) cable of size 10mm². Metre
XLII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (4core) cable of size 16mm². Metre
31.10 F P.V.C INSULATED ARMOURED CABLE (FLUSHED):
I. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 2.5mm². Metre
II. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 4mm². Metre
III. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 6mm². Metre
IV. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 10mm². Metre
V. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 16mm². Metre
VI. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 25mm². Metre
VII. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 35mm². Metre
VIII. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 50mm². Metre
Supply and laying of P.V.C. insulated P.V.C. sheathed
aluminium conductor armoured cable working voltage upto and
including 1100volts grade (flushed in wall) etc. including the
cost of cutting & filling chases as required:-
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IX. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 2.5mm². Metre
X. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 4mm². Metre
XI. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 6mm². Metre
XII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 10mm². Metre
XIII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 16mm². Metre
XIV. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 25mm². Metre
31.10F XV. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 35mm². Metre
XVI. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 50mm². Metre
XVII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 70mm². Metre
XVIII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 95mm². Metre
XIX. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 120mm². Metre
XX. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 150mm². Metre
XXI. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 185mm². Metre
XXII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 225mm². Metre
XXIII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 240mm². Metre
XXIV. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 300mm². Metre
XXV. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3core) cable of size 400mm². Metre
XXVI. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3½core) cable of size 25mm². Metre
XXVII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3½core) cable of size 35mm². Metre
XXVIII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3½core) cable of size 50mm². Metre
XXIX. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3½core) cable of size 70mm². Metre
XXX. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (3½core) cable of size 95mm². Metre
XXXI. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 120mm². Metre
XXXII. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 150mm². Metre
XXXIII. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 185mm². Metre
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XXXIV. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 225mm². Metre
XXXV. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 240mm². Metre
XXXVI. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 300mm². Metre
XXXVII. P.V.C. insulated P.V.C. sheathed aluminium
conductor armoured (Twin core) cable of
size 400mm². Metre
31.10F XXXVIII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (4core) cable of size 2.5mm². Metre
XXXIX. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (4core) cable of size 4mm². Metre
XL. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (4core) cable of size 6mm². Metre
XLI. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (4core) cable of size 10mm². Metre
XLII. P.V.C. insulated P.V.C. sheathed aluminium conductor
armoured (4core) cable of size 16mm². Metre
31.11 PIPES & FLEXIBLE PIPES:
I. Galvanised iron pipe 15mm dia. (On surface). Metre
II. Galvanised iron pipe 20mm dia. (On surface). Metre
III. Galvanised iron pipe 25mm dia. (On surface). Metre
IV. Galvanised iron pipe 32mm dia. (On surface). Metre
V. Galvanised iron pipe 40mm dia. (On surface). Metre
VI. Galvanised iron pipe 50mm dia. (On surface). Metre
VII. Galvanised iron pipe 15mm dia. (Flushed). Metre
VIII. Galvanised iron pipe 20mm dia. (Flushed). Metre
IX. Galvanised iron pipe 25mm dia. (Flushed). Metre
X. Galvanised iron pipe 32mm dia. (Flushed). Metre
XI. Galvanised iron pipe 40mm dia. (Flushed). Metre
XII. Galvanised iron pipe 50mm dia. (Flushed). Metre
XIII. Heavy gauge welded conduit pipe (1.60mm thick) 20mm
dia . (on surface). Metre
XIV. Heavy gauge welded conduit pipe (1.60mm thick) 25mm
dia. (on surface). Metre
XV. Heavy gauge welded conduit pipe (1.60mm thick) 32mm
dia. (on surface). Metre
XVI. Heavy gauge welded conduit pipe (2.00mm thick) 40mm
dia. (on surface). Metre
XVII. Heavy gauge welded conduit pipe (2.00mm thick) 50mm
dia . (on surface). Metre
XVIII. Heavy gauge welded conduit pipe (1.60mm thick) 20mm
dia . (flushed). Metre
XIX. Heavy gauge welded conduit pipe (1.60mm thick) 25mm
dia. (flushed). Metre
Supply & erection of pipe for wiring purposes including bends,
inspection boxes etc., where necessary including painting as
required:-
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XX. Heavy gauge welded conduit pipe (1.60mm thick) 32mm
dia. (flushed). Metre
XXI. Heavy gauge welded conduit pipe (2.00mm thick) 40mm
dia . (flushed). Metre
XXII. Heavy gauge welded conduit pipe (2.00mm thick) 50mm
dia. (flushed). Metre
XXIII. Galvanised iron flexible pipe complete with sockets,
nipples & check-nuts etc., at both ends (upto
1metre) :-
a. Size 15mm dia. Metre
b. Size 20mm dia. Metre
c. Size 25mm dia. Metre
d. Size 32mm dia. Metre
31.11 e. Size 40mm dia. Metre
f. Size 50mm dia. Metre
g. Supply and erection of galvanised iron flexible pipe
15mm dia. (As additional length). Metre
h. Supply and erection of galvanised iron flexible pipe
20mm dia. (As additional length). Metre
i. Supply and erection of galvanised iron flexible pipe
25mm dia. (As additional length). Metre
j. Supply and erection of galvanised iron flexible pipe
32mm dia. (As additional length). Metre
k. Supply and erection of galvanised iron flexible pipe
40mm dia. (As additional length). Metre
l. Supply and erection of galvanised iron flexible pipe
50mm dia. (As additional length). Metre
XXIV. Supply and Erection of flexible/pliable non-metallic
conduit complete with compression glands, having
locking arrangement, check-nuts as required upto
½metre length:-
a. Size 20mm dia. Metre
b. Size 25mm dia. Metre
c. Size 40mm dia. Metre
XXV. Supply and erection of flexible/ pliable non-metallic
conduit without compression glands and check nuts
(As additional length beyond ½metre):-
a. Size 20mm dia. Metre
b. Size 25mm dia. Metre
c. Size 40mm dia. Metre
31.12
Supply and erection of sheet metal/ iron clad switch on existing
surface with G.I. bolts & nuts/ rag bolts and nuts etc.,
according to the size of holes in the body of the switch
including bonding to the existing earth :-
SHEET METAL/IRON CLAD SWITCHES :
Page 374 CSR-1987 [Re-print]
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Description
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I. Sheet metal/ iron clad double pole switch 16Amp.
240volts. Each
II. Sheet metal/ iron clad double pole switch 32Amp.
240volts. Each
III. Sheet metal/ iron clad double pole switch 63Amp.
240volts. Each
IV. Sheet metal/ iron clad double pole switch 16Amp.
415volts. Each
V. Sheet metal/ iron clad double pole switch 32Amp.
415volts. Each
VI. Sheet metal/ iron clad double pole switch 63Amp.
415volts. Each
VII. Sheet metal/ iron clad double pole switch 100Amp.
415volts. Each
31.12 VIII. Sheet metal/ iron clad double pole switch 200Amp.
415volts. Each
IX. Sheet metal/ iron clad triple pole switch 16Amp.
415volts. Each
X. Sheet metal/ iron clad triple pole switch 32Amp.
415volts. Each
XI. Sheet metal/ iron clad triple pole switch 63Amp.
415volts. Each
XII. Sheet metal/ iron clad triple pole switch 100Amp.
415volts. Each
XIII. Sheet metal/ iron clad triple pole switch 200Amp.
415volts. Each
XIV. Sheet metal/ iron clad triple pole switch 320Amp.
415volts. Each
XV. Sheet metal/ iron clad triple pole switch 400Amp.
415volts. Each
XVI to
XVIII
Deleted
XIX Sheet metal/ iron clad triple pole switch with neutral -link
16Amp. 415volts. Each
XX. Sheet metal/ iron clad triple pole switch with neutral -link
32Amp. 415volts. Each
XXI. Sheet metal/ iron clad triple pole switch with neutral -link
63Amp. 415volts. Each
XXII. Sheet metal/ iron clad triple pole switch with neutral -link
100Amp. 415volts. Each
XXIII. Sheet metal/ iron clad triple pole switch with neutral -link
200Amp. 415volts. Each
XXIV. Sheet metal/ iron clad triple pole switch with neutral -link
320Amp. 415volts. Each
XXV. Sheet metal/ iron clad triple pole switch with neutral -link
400Amp. 415volts. Each
31.13
I. Sheet metal/ iron clad double pole change-over switch
16Amp. 415volts. Each
Supply and erection of sheet metal/ iron clad change–over
switch on existing surface with G.I. bolts & nuts/rag bolts and
nuts etc., according to the size of holes in the body of the
switch including bonding to the existing earth :-
SHEET METAL/ IRON CLAD CHANGE-OVER SWITCH :
Page 375 CSR-1987 [Re-print]
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Description
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II. Sheet metal/ iron clad double pole change-over switch
32Amp. 415volts. Each
III. Sheet metal/ iron clad double pole change-over switch
63Amp. 415volts. Each
IV. Sheet metal/ iron clad double pole change-over switch
100Amp. 415volts. Each
V. Sheet metal/ iron clad double pole change-over switch
200Amp. 415volts. Each
VI. Sheet metal/ iron clad triple pole change-over switch
16Amp. 415volts. Each
VII. Sheet metal/ iron clad triple pole change-over switch
32Amp. 415volts. Each
VIII. Sheet metal/ iron clad triple pole change-over switch
63Amp. 415volts. Each
31.13 IX. Sheet metal/ iron clad triple pole change-over switch
100Amp. 415volts. Each
X. Sheet metal/ iron clad triple pole change-over switch
200Amp. 415volts. Each
XI. Sheet metal/ iron clad triple pole change-over switch
320Amp. 415volts. Each
XII. Sheet metal/ iron clad triple pole change-over switch
400Amp. 415volts. Each
XIII. Sheet metal/ iron clad triple pole change-over switch
500Amp. 415volts. Each
XIV. Sheet metal/ iron clad four pole change-over switch
16Amp. 415volts. Each
XV. Sheet metal/ iron clad four pole change-over switch
32Amp. 415volts. Each
XVI. Sheet metal/ iron clad four pole change-over switch
63Amp. 415volts. Each
XVII. Sheet metal/ iron clad four pole change-over switch
100Amp. 415volts. Each
XVIII. Sheet metal/ iron clad four pole change-over switch
200Amp. 415volts. Each
XIX. Sheet metal/ iron clad four pole change-over switch
320Amp. 415volts. Each
XX. Sheet metal/ iron clad four pole change-over switch
400Amp. 415volts. Each
XXI. Sheet metal/ iron clad four pole change-over switch
500Amp. 415volts. Each
31.14
I. Iron clad Air circuit-breaker manually operated (fixed
type) 800Amp. 415volts equipped with D.N.-1 magneto-
thermal release C.T.'s and 6 N.O. x 6 N.C. auxiliary
contacts complete. Each
IRON CLAD AIR CIRCUIT-BREAKERS:
Supply & erection of iron clad Air circuit breaker on the
existing industrial panel, including bonding to the existing
earth with suitable glands and making necessary connections
as required by the Engineer-in-Charge at site :-
Page 376 CSR-1987 [Re-print]
Item No. Unit
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Description
2
II. Iron clad Air circuit-breaker manually operated (Draw-out
type) with craddle 800Amp. 415volts equipped with D.N.-
1 magneto-thermal release C.T.'s and 6 N.O. x 6 N.C.
auxiliary contacts and 18way secondary isolating
contacts complete. Each
III. Iron clad Air circuit-breaker manually operated (fixed
type) 1000Amp. 415volts equipped with D.N.-1 magneto-
thermal release C.T.'s and 6 N.O. x 6 N.C. auxiliary
contacts complete. Each
IV. Iron clad Air circuit-breaker manually operated (Draw-out
type) with craddle 1000Amp. 415volts equipped with
D.N.-1 magneto-thermal release C.T.'s and 6 N.O. x 6
N.C. auxiliary contacts and 18way secondary isolating
contacts complete. Each
31.15
31.16
31.16 I. Miniature circuit breaker single pole 5, 7.5, 10, 15, 16,
20, 25 and 30Amp. suitable for 240/415volts 50cycles
A.C. supply. Each
II. Miniature circuit breaker single pole 32Amp. suitable for
240/415volts 50cycles A.C. supply. Each
III. Miniature circuit breaker single pole 40, 50, 63Amp.
suitable for 240/415volts 50cycles A.C. supply. Each
IV. Miniature circuit breaker single pole with neutral
link 32Amp. suitable for 240/415volts 50cycles
A.C.supply. Each
V. Miniature circuit breaker single pole with neutral link 40,
50, 63Amp. suitable for 240/415volts 50cycles A.C.
supply. Each
VI. Miniature circuit breaker double pole 5, 7.5, 10, 15, 16,
20, 25 and 30Amp. suitable for 240/415volts 50cycles
A.C. supply. Each
VII. Miniature circuit breaker double pole 32Amp. suitable for
240/415volts 50cycles A.C. supply. Each
VIII. Miniature circuit breaker double pole 40, 50, 63Amp.
suitable for 240/415volts 50cycles A.C. supply. Each
IX. Miniature circuit breaker triple pole 5, 7.5, 10, 15, 16,
20,25 and 30Amp. suitable for 240/415volts 50cycles
A.C. supply. Each
X. Miniature circuit breaker triple pole 32Amp. suitable for
240/415volts 50cycles A.C. supply. Each
XI. Miniature circuit breaker triple pole 40, 50, 63Amp.
suitable for 240/415volts 50cycles A.C. supply. Each
XII. 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. Each
XIII. Miniature circuit breaker triple pole with neutral
link 32Amp. suitable for 240/415volts 50cycles
A.C.supply. Each
XIV. Miniature circuit breaker triple pole with neutral link 40,
50, 63Amp. suitable for 240/415volts 50cycles A.C.
supply. Each
Supply and erection of Miniature circuit breaker/Isolator,
including connections etc:-
Deleted
MINIATURE CIRCUIT BREAKERS/ ISOLATORS:
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Description
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XV. Miniature circuit breaker/ isolator single pole 32Amp.
suitable for 240/415volts 50cycles A.C.supply. Each
XVI. Miniature circuit breaker/ isolator single pole 63Amp.
suitable for 240/415volts 50cycles A.C.supply. Each
XVII. Miniature circuit breaker/ isolator single pole 100Amp.
suitable for 240/415volts 50cycles A.C.supply. Each
XVIII. Miniature circuit breaker/ isolator double pole 32Amp.
suitable for 240/415volts 50cycles A.C.supply. Each
XIX. Miniature circuit breaker/ isolator double pole 63Amp.
suitable for 240/415volts 50cycles A.C.supply. Each
XX. Miniature circuit breaker/ isolator double
pole 100Amp. suitable for 240/415volts 50cycles
A.C.supply. Each
XXI. Miniature circuit breaker/ isolator triple pole 32Amp.
suitable for 240/415volts 50cycles A.C.supply. Each
XXII. Miniature circuit breaker/ isolator triple pole 63Amp.
suitable for 240/415volts 50cycles A.C.supply. Each
XXIII. Miniature circuit breaker/ isolator triple pole 100Amp.
suitable for 240/415volts 50cycles A.C.supply. Each
31.16 XXIV. Miniature circuit breaker/ isolator four pole 32Amp.
suitable for 240/415volts 50cycles A.C.supply. Each
XXV. Miniature circuit breaker/ isolator four pole 63Amp.
suitable for 240/415volts 50cycles A.C.supply. Each
XXVI. Miniature circuit breaker/ isolator four pole 100Amp.
suitable for 240/415volts 50cycles A.C.supply. Each
31.17
I. Sheet metal S.P. & N. distribution Board (dust protected)
provided with bus-bar, neutral-link and din-bar, suitable
for incorporating M.C.B.'s/Isolators, single pole oneway
each. Each
II. Sheet metal S.P. & N. distribution Board (dust protected)
provided with bus-bar, neutral-link and din-bar, suitable
for incorporating M.C.B.'s/Isolators, double pole oneway
each. Each
III. Sheet metal S.P. & N. distribution Board (dust protected)
provided with bus-bar, neutral-link and din-bar, suitable
for incorporating M.C.B.'s/Isolators, triple/ four pole
oneway each. Each
IV. Sheet metal S.P. & N. distribution Board (dust protected)
provided with bus-bar, neutral-link and din-bar, suitable
for incorporating M.C.B.'s/Isolators, 4way each.
Each
V. 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, 6way each.
Each
SHEET METAL DISTRIBUTION BOARDS FOR (M.C.B'S/
ISOLATOR'S ) :
Supply and erection of sheet metal Distribution boards of
suitable size and of required number of ways for mounting
miniature circuit breakers/ Isolators including connections and
bonding to the existing earth:-
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VI. 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, 8way each.
Each
VII. 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, 12way each.
Each
VIII. Sheet metal S.P. & N. distribution Board
(dust protected provided with bus-bar, neutral-link and
din-bar, suitable for incorporating M.C.B.'s/Isolators,
16way each. Each
IX. Sheet metal T.P. & N. distribution Board (dust protected)
provided with bus-bar, neutral-link and din-bar, suitable
for incorporating S.P./ S.P. & N Isolators or cubical
switch for incoming and single pole M.C.B's for out going
4way each. Each
X. Sheet metal T.P. & N. distribution Board (dust protected)
provided with bus-bar, neutral-link and din-bar, suitable
for incorporating S.P./ S.P. & N Isolators or cubical
switch for incoming and single pole M.C.B's for out going
6way each. Each
31.17 XI. Sheet metal T.P. & N. distribution Board (dust protected)
provided with bus-bar, neutral-link and din-bar, suitable
for incorporating S.P./ S.P. & N Isolators or cubical
switch for incoming and single pole M.C.B's for out going
8way each. Each
XII. Sheet metal T.P. & N. distribution Board (dust protected)
provided with bus-bar, neutral-link and din-bar, suitable
for incorporating S.P./ S.P. & N Isolators or cubical
switch for incoming and single pole M.C.B's for out going
12way each Each
XIII. Sheet metal T.P. & N. (vertical design) distribution Board
(dust protected) provided with bus-bar, neutral-link and
din-bar, suitable for incorporating S.P./ S.P. & N., D.P. or
T.P&N.- M.C.B‟s/ Isolators 4way each. Each
XIV. Sheet metal T.P. & N. (vertical design) distribution Board
(dust protected) provided with bus-bar, neutral-link and
din-bar, suitable for incorporating S.P./ S.P. & N., D.P. or
T.P&N.- M.C.B‟s/ Isolators 8way each. Each
XV. Sheet metal T.P. & N. (vertical design) distribution Board
(dust protected) provided with bus-bar, neutral-link and
din-bar, suitable for incorporating S.P./S.P. & N., D.P. or
T.P&N.- M.C.B‟s/ Isolators 12way each. Each
XVI. Sheet metal plug and socket distribution board single
pole and neutral enclosure with a two-pin and earth plug-
socket to incorporate one single pole M.C.B. 10Amp.
Each
XVII. Sheet metal plug and socket distribution board single
pole and neutral enclosure with a two-pin and earth plug-
socket to incorporate one single pole M.C.B. 20Amp.
Each
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XVIII. Sheet metal plug and socket distribution board triple pole
and earth enclosure with a three-pin and earth plug with
socket to incorporate one triple pole M.C.B. 10Amp.
Each
XIX. Sheet metal plug and socket distribution board triple pole
and earth enclosure with a three-pin and earth plug with
socket to incorporate one triple pole M.C.B. 20Amp.
Each
XX. Sheet metal plug and socket distribution board triple pole
and earth enclosure with a three-pin and earth plug with
socket to incorporate one triple pole M.C.B. 30Amp.
Each
XXI. Sheet metal plug and socket distribution board triple pole
and earth enclosure with a three-pin and earth plug with
socket to incorporate one triple pole M.C.B. 60Amp.
Each
31.18
31.18
I. Sheet metal Bus-Bar chamber suitable for 63Amp.
415volts capacity with 4 copper strip bus-bars each of
length 300mm and cross-sectional area (16mm x
3.17mm) enclosure having overall dimensions (380mm x
350mm x 150mm) nominal. Each
II. Sheet metal Bus-Bar chamber suitable for 63Amp.
415volts capacity with 4 copper strip bus-bars each of
length 450mm and cross-sectional area (16mm x
3.17mm) enclosure having overall dimensions (530mm x
350mm x 150mm) nominal. Each
III. Sheet metal Bus-Bar chamber suitable for 63Amp.
415volts capacity with 4 copper strip bus-bars each of
length 600mm and cross-sectional area (16mm x
3.17mm) enclosure having overall dimensions (680mm x
350mm x 150mm) nominal. Each
IV. Sheet metal Bus-Bar chamber suitable for 100Amp.
415volts capacity with 4 copper strip bus-bars each of
length 300mm and cross-sectional area (25.4mm x
3.17mm) enclosure having overall dimensions (380mm x
400mm x 150mm) nominal. Each
V. 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 x
3.17mm) enclosure having overall dimensions (530mm x
400mm x 150mm) nominal. Each
SHEET METAL BUS-BAR CHAMBERS (COPPER STRIPS):
Supply and erection of sheet metal bus-bar chamber on
existing surface with required No. of bus-bar strips of suitable
length and cross-sectional area, made of copper strips of
suitable length and cross-sectional area, enclosure made of
M.S. sheet 1.6mm thick with detachable cover, fitted with dust
excluding gasket and secured with sufficient No. of cadmium
plated iron screws and of given overall dimensions and to be
fixed with G.I. bolts and nuts/ rag bolts and nuts etc. complete
with all accessories including connections with suitable size
tin coated copper thimbles, bonding to the existing earth and
painting etc. as desired by the Engineer- in-charge at site :-
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VI. Sheet metal Bus-Bar chamber suitable for 100Amp.
415volts capacity with 4 copper strip bus-bars each of
length 600mm and cross-sectional area (25.4mm x
3.17mm) enclosure having overall dimensions (680mm x
400mm x 150mm) nominal. Each
VII. 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 x
400mm x 150mm) nominal. Each
VIII. 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 x
3.17mm) enclosure having overall dimensions (1280mm
x 400mm x 150mm) nominal. Each
31.18 IX. Sheet metal Bus-Bar chamber suitable for 200Amp.
415volts capacity with 4 copper strip bus-bars each of
length 300mm and cross-sectional area (25.4mm x
4.75mm) enclosure having overall dimensions (380mm x
450mm x 150mm) nominal. Each
X. Sheet metal Bus-Bar chamber suitable for 200Amp.
415volts capacity with 4 copper strip bus-bars each of
length 450mm and cross-sectional area (25.4mm x
4.75mm) enclosure having overall dimensions (530mm x
450mm x 150mm) nominal. Each
XI. Sheet metal Bus-Bar chamber suitable for 200Amp.
415volts capacity with 4 copper strip bus-bars each of
length 600mm and cross-sectional area (25.4mm x
4.75mm) enclosure having overall dimensions (680mm x
450mm x 150mm) nominal. Each
XII. Sheet metal Bus-Bar chamber suitable for 200Amp.
415volts capacity with 4 copper strip bus-bars each of
length 900mm and cross-sectional area (25.4mm x
4.75mm) enclosure having overall dimensions (980mm x
450mm x 150mm) nominal. Each
XIII. Sheet metal Bus-Bar chamber suitable for 200Amp.
415volts capacity with 4 copper strip bus-bars each of
length 1200mm and cross-sectional area (25.4mm x
4.75mm) enclosure having overall dimensions (1280mm
x 450mm x 150mm) nominal. Each
XIV. Sheet metal Bus-Bar chamber suitable for 300Amp.
415volts capacity with 4 copper strip bus-bars each of
length 300mm and cross-sectional area (31.75mm x
6.35mm) enclosure having overall dimensions (380mm x
500mm x 200mm) nominal. Each
XV. Sheet metal Bus-Bar chamber suitable for 300Amp.
415volts capacity with 4 copper strip bus-bars each of
length 450mm and cross-sectional area (31.75mm x
6.35mm) enclosure having overall dimensions (530mm x
500mm x 200mm) nominal. Each
XVI. Sheet metal Bus-Bar chamber suitable for 300Amp.
415volts capacity with 4 copper strip bus-bars each of
length 600mm and cross-sectional area (31.75mm x
6.35mm) enclosure having overall dimensions (680mm x
500mm x 200mm) nominal. Each
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XVII. 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
6.35mm) enclosure having overall dimensions (980mm x
500mm x 200mm) nominal. Each
XVIII. Sheet metal Bus-Bar chamber suitable for 300Amp.
415volts capacity with 4 copper strip bus-bars each of
length 1200mm and cross-sectional area (31.75mm x
6.35mm) enclosure having overall dimensions (1280mm
x 500mm x 200mm) nominal. Each
XIX. Sheet metal Bus-Bar chamber suitable for 400Amp.
415volts capacity with 4 copper strip bus-bars each of
length 450mm and cross-sectional area (38.10mm x
6.35mm) enclosure having overall dimensions (530mm x
550mm x 200mm) nominal. Each
31.18 XX. Sheet metal Bus-Bar chamber suitable for 400Amp.
415volts capacity with 4 copper strip bus-bars each of
length 600mm and cross-sectional area (38.10mm x
6.35mm) enclosure having overall dimensions (680mm x
550mm x 200mm) nominal. Each
XXI. Sheet metal Bus-Bar chamber suitable for 400Amp.
415volts capacity with 4 copper strip bus-bars each of
length 900mm and cross-sectional area (38.10mm x
6.35mm) enclosure having overall dimensions (980mm x
550mm x 200mm) nominal. Each
XXII. Sheet metal Bus-Bar chamber suitable for 400Amp.
415volts capacity with 4 copper strip bus-bars each of
length 1200mm and cross-sectional area (38.10mm x
6.35mm) enclosure having overall dimensions (1280mm
x 550mm x 200mm) nominal. Each
XXIII. Sheet metal Bus-Bar chamber suitable for 400Amp.
415volts capacity with 4 copper strip bus-bars each of
length 1500mm and cross-sectional area (38.10mm x
6.35mm) enclosure having overall dimensions (1580mm
x 550mm x 200mm) nominal. Each
XXIV. Sheet metal Bus-Bar chamber suitable for 400Amp.
415volts capacity with 4 copper strip bus-bars each of
length 2000mm and cross-sectional area (38.10mm x
6.35mm) enclosure having overall dimensions (2080mm
x 550mm x 200mm) nominal. Each
XXV. Sheet metal Bus-Bar chamber suitable for 500/630Amp.
415volts capacity with 4 copper strip bus-bars each of
length 450mm and cross-sectional area (50.80mm x
6.35mm) enclosure having overall dimensions (530mm x
600mm x 300mm) nominal. Each
XXVI. 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 x
6.35mm) enclosure having overall dimensions (680mm x
600mm x 300mm) nominal. Each
XXVII. 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
6.35mm) enclosure having overall dimensions (980mm x
600mm x 300mm) nominal. Each
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XXVIII. 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 x
6.35mm) enclosure having overall dimensions (1280mm
x 600mm x 300mm) nominal. Each
XXIX. Sheet metal Bus-Bar chamber suitable for 500/630Amp.
415volts capacity with 4 copper strip bus-bars each
length 1500mm and cross-sectional area (50.80mm x
6.35mm) enclosure having overall dimensions (1580mm
x 600mm x 300mm) nominal. Each
XXX. 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 x
6.35mm) enclosure having overall dimensions (2080mm
x 600mm x 300mm) nominal. Each
31.18 XXXI.
to XLV.
Deleted
31.19 A SHEET METAL BUS-BAR CHAMBERS (ALUMINIUM
STRIPS):
I. Sheet metal Bus-Bar chamber suitable for 63Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 300mm and
cross-sectional area (25mm x 4mm) enclosure having
overall dimensions (380mm x 350mm x 150mm)
nominal. Each
II. Sheet metal Bus-Bar chamber suitable for 63Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 450mm and
cross-sectional area (25mm x 4mm) enclosure having
overall dimensions (530mm x 350mm x 150mm)
nominal. Each
III. Sheet metal Bus-Bar chamber suitable for 63Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 600mm and
cross-sectional area (25mm x 4mm) enclosure having
overall dimensions (680mm x 350mm x 150mm)
nominal. Each
Supply and erection of sheet metal bus-bar chamber on
existing surface with required No. of Bus-bar strips of suitable
length and cross-sectional area, made up of aluminium alloy or
wrought aluminium strips of suitable length and cross-
sectional area, enclosure made of M.S. sheet 1.6mm thick with
detachable cover, fitted with dust excluding gasket and
secured with sufficient No. of cadmium plated iron screws and
of given overall dimensions with a margin of ±5mm in size and
to be fixed with G.I. nuts & bolts/ rag bolts & nuts etc.,
complete with all accessories including connections with
suitable size of aluminium thimbles, bonding to the existing
earth and painting etc., as desired by the Engineer- in-charge at
site:-
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Description
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IV. Sheet metal Bus-Bar chamber suitable for 100Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 300mm and
cross-sectional area (25mm x 6mm) enclosure having
overall dimensions (380mm x 400mm x 150mm)
nominal. Each
V. Sheet metal Bus-Bar chamber suitable for 100Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 450mm and
cross-sectional area (25mm x 6mm) enclosure having
overall dimensions (530mm x 400mm x 150mm)
nominal. Each
VI. Sheet metal Bus-Bar chamber suitable for 100Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 600mm and
cross-sectional area (25mm x 6mm) enclosure having
overall dimensions (680mm x 400mm x 150mm)
nominal. Each
31.19 VII. Sheet metal Bus-Bar chamber suitable for 100Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 900mm and
cross-sectional area (25mm x 6mm) enclosure having
overall dimensions (980mm x 400mm x 150mm)
nominal. Each
VIII. Sheet metal Bus-Bar chamber suitable for 100Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 1200mm and
cross-sectional area (25mm x 6mm) enclosure having
overall dimensions (1280mm x 400mm x 150mm)
nominal. Each
IX. Sheet metal Bus-Bar chamber suitable for 200Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 300mm and
cross-sectional area (38mm x 6mm) enclosure having
overall dimensions (380mm x 450mm x 150mm)
nominal. Each
X. Sheet metal Bus-Bar chamber suitable for 200Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 450mm and
cross-sectional area (38mm x 6mm) enclosure having
overall dimensions (530mm x 450mm x 150mm)
nominal. Each
XI. Sheet metal Bus-Bar chamber suitable for 200Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 600mm and
cross-sectional area (38mm x 6mm) enclosure having
overall dimensions (680mm x 450mm x 150mm)
nominal. Each
XII. Sheet metal Bus-Bar chamber suitable for 200Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 900mm and
cross-sectional area (38mm x 6mm) enclosure having
overall dimensions (980mm x 450mm x 150mm)
nominal. Each
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Description
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XIII. Sheet metal Bus-Bar chamber suitable for 200Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 1200mm and
cross-sectional area (38mm x 6mm) enclosure having
overall dimensions (1280mm x 450mm x 150mm)
nominal. Each
XIV. Sheet metal Bus-Bar chamber suitable for 300Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 300mm and
cross-sectional area (51mm x 6mm) enclosure having
overall dimensions (380mm x 500mm x 200mm)
nominal. Each
XV. Sheet metal Bus-Bar chamber suitable for 300Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 450mm and
cross-sectional area (51mm x 6mm) enclosure having
overall dimensions (530mm x 500mm x 200mm)
nominal. Each
31.19 XVI. Sheet metal Bus-Bar chamber suitable for 300Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 600mm and
cross-sectional area (51mm x 6mm) enclosure having
overall dimensions (680mm x 500mm x 200mm)
nominal. Each
XVII. Sheet metal Bus-Bar chamber suitable for 300Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 900mm and
cross-sectional area (51mm x 6mm) enclosure having
overall dimensions (980mm x 500mm x 200mm)
nominal. Each
XVIII. Sheet metal Bus-Bar chamber suitable for 300Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 1200mm and
cross-sectional area (51mm x 6mm) enclosure having
overall dimensions (1280mm x 500mm x 200mm)
nominal. Each
XIX. Sheet metal Bus-Bar chamber suitable for 400Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 450mm and
cross-sectional area (63mm x 6mm) enclosure having
overall dimensions (530mm x 550mm x 200mm)
nominal. Each
XX. Sheet metal Bus-Bar chamber suitable for 400Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 600mm and
cross-sectional area (63mm x 6mm) enclosure having
overall dimensions (680mm x 550mm x 200mm)
nominal. Each
XXI. Sheet metal Bus-Bar chamber suitable for 400Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 900mm and
cross-sectional area (63mm x 6mm) enclosure having
overall dimensions (980mm x 550mm x 200mm)
nominal. Each
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Description
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XXII. Sheet metal Bus-Bar chamber suitable for 400Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 1200mm and
cross-sectional area (63mm x 6mm) enclosure having
overall dimensions (1280mm x 550mm x 200mm)
nominal. Each
XXIII. Sheet metal Bus-Bar chamber suitable for 400Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 1500mm and
cross-sectional area (63mm x 6mm) enclosure having
overall dimensions (1580mm x 550mm x 200mm)
nominal. Each
XXIV. Sheet metal Bus-Bar chamber suitable for 400Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 2000mm and
cross-sectional area (63mm x 6mm) enclosure having
overall dimensions (2080mm x 550mm x 200mm)
nominal. Each
31.19 XXV. Sheet metal Bus-Bar chamber suitable for 500Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 450mm and
cross-sectional area (76mm x 6mm) enclosure having
overall dimensions (530mm x 600mm x 300mm)
nominal. Each
XXVI. Sheet metal Bus-Bar chamber suitable for 500Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 600mm and
cross-sectional area (76mm x 6mm) enclosure having
overall dimensions (680mm x 600mm x 300mm)
nominal. Each
XXVII. Sheet metal Bus-Bar chamber suitable for 500Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 900mm and
cross-sectional area (76mm x 6mm) enclosure having
overall dimensions (980mm x 600mm x 300mm)
nominal. Each
XXVIII. Sheet metal Bus-Bar chamber suitable for 500Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 1200mm and
cross-sectional area (76mm x 6mm) enclosure having
overall dimensions (1280mm x 600mm x 300mm)
nominal. Each
XXIX. Sheet metal Bus-Bar chamber suitable for 500Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 1500mm and
cross-sectional area (76mm x 6mm) enclosure having
overall dimensions (1580mm x 600mm x 300mm)
nominal. Each
XXX. Sheet metal Bus-Bar chamber suitable for 500Amp.
415volts capacity with 4 No. aluminium alloy or wrought
aluminium strip bus-bars each of length 2000mm and
cross-sectional area (76mm x 6mm) enclosure having
overall dimensions (2080mm x 600mm x 300mm)
nominal. Each
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Description
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XXXI.
to
XLIII.
Deleted
31.19 B OVER-HEAD (TRUNKING) BUS-BAR CHAMBERS:
I. Supply and erection of over head Bus-Bar chamber
(T.P.N.) with 4 No. aluminium alloy or wrought
aluminium bus-bar strips of suitable cross-section
complete in all respects including painting and
bonding to the existing earth as required:-
(a) Over head Bus-bar chamber 200Amp. 415volts (T.P.N.)
with 4No. Aluminium Alloy or wrought Aluminium strips
of cross-section (38mmx6mm). Each
(b) Over head Bus-bar chamber 300Amp. 415volts (T.P.N.)
with 4 No. Aluminium Alloy or wrought Aluminium strips
of cross-section (51mmx6mm). Each
(c) Over head Bus-bar chamber 400Amp. 415volts (T.P.N.)
with 4 No. Aluminium Alloy or wrought Aluminium strips
of cross-section (63mmx6mm). Each
31.19B II. Supply and erection of bracket for suspension of over-
head bus-bar chamber made of two parallel G.I. pipes
15mm dia. 130cm long each with rubber reels and M.S.
flat clamps at the top ends of the G.I. pipes, suspended
from the existing cast iron boxes and with 50mm wide
12mm thick 51cm long M.S. flat at the other end of the
G.I. pipes with 2 nuts 6mm thick on each pipe and with
locking split pins. Each
III. Supply and erection of Adopter boxes without S/F
but with stands, cable boxes and glands :-
(a) Suitable for 200Amp. 415volts (T.P.N.) Bus-bar
chamber. Each
(b) Suitable for 300Amp. 415volts (T.P.N.) Bus-bar
chamber. Each
(c) Suitable for 400Amp. 415volts (T.P.N.) Bus-bar
chamber. Each
IV. Supply and erection of 4 wire conduit end covers:-
(a) Suitable for 200Amp. 415volts (T.P.N.) over head Bus-
bar chamber. Each
(b) Suitable for 300Amp. 415volts (T.P.N.) over head Bus-
bar chamber. Each
(c) Suitable for 400Amp. 415volts (T.P.N.) over head Bus-
bar chamber. Each
V. Supply and erection of blank end covers :-
(a) Suitable for 200Amp. 415volts (T.P.N.) over head Bus-
bar chamber. Each
(b) Suitable for 300Amp. 415volts (T.P.N.) over head Bus-
bar chamber. Each
(c) Suitable for 400Amp. 415volts (T.P.N.) over head Bus-
bar chamber. Each
VI. Supply and erection of connector housing complete
with cable box for 3½core cable:-
(a) Suitable for 200Amp. 415volts (T.P.N.) over head Bus-
bar chamber. Each
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(b) Suitable for 300Amp. 415volts (T.P.N.) over head Bus-
bar chamber. Each
(c) Suitable for 400Amp. 415volts (T.P.N.) over head Bus-
bar chamber. Each
VII. Supply and erection of Plug –In – Box T.P.N. with
suitable H.R.C. fuses and conduit cable gland as
required :-
(a) With 16Amp. 415volts H.R.C. fuses. Each
(b) With 32Amp. 415volts H.R.C. fuses. Each
(c) With 63Amp. 415volts H.R.C. fuses. Each
(d) With 100Amp. 415volts H.R.C. fuses. Each
VIII. Supply and erection of Tap – Off – Boxes with H.R.C.
fuses & moulded fuse fittings including connections
etc., as required :-
(a) 16Amp. 415volts (T.P.N.) 4way. Each
(b) 16Amp. 415volts (T.P.N.) 6way. Each
(c) 32Amp. 415volts (T.P.N.) 4way. Each
(d) 32Amp. 415volts (T.P.N.) 6way. Each
31.19B (e) 63Amp. 415volts (T.P.N.) 2way. Each
VIII. (f) 63Amp. 415volts (T.P.N.) 4way. Each
(g) 63Amp. 415volts (T.P.N.) 6way. Each
(h) 100Amp. 415volts (T.P.N.) 4way. Each
(i) 100Amp. 415volts (T.P.N.) 6way. Each
IX. Supply and erection of Tap–Off–Boxes (T.P.N.) with
H.R.C. fuses and moulded fuse fittings including
connections as required :-
(a) Suitable for 16Amp. 415volts H.R.C. fuses. Each
(b) Suitable for 32Amp. 415volts H.R.C. fuses. Each
(c) Suitable for 63Amp. 415volts H.R.C. fuses. Each
(d) Suitable for 100Amp. 415volts H.R.C. fuses. Each
(e) Suitable for 200Amp. 415volts H.R.C. fuses. Each
X. Supply and erection of Aluminium Alloy or wrought
aluminium strip to be fixed in over head bus-bar
chamber duly insulated with P.V.C. Sleeve and
necessary attachment :- (a) (38mm x 6mm) for 200Amp. 415volts O.H.B.B.C. Metre
(b) (51mm x 6mm) for 300Amp. 415volts O.H.B.B.C. Metre
(c) (63mm x 6mm) for 400Amp. 415volts O.H.B.B.C. Metre
31.20 A METAL BOARDS ( NICHE SIZE ) :
I. Size (124cm x 30cm) nominal. Each
II. Size (124cm x 40cm) nominal. Each
III. Size (190cm x 30cm) nominal. Each
IV. Size (190cm x 40cm) nominal. Each
V. Size (124cm x 63cm) nominal. Each
Supply and erection of metal clad boards for switch gear
mounting and of suitable size, with permissible variation in
size of ± 5mm, Frame work made of M.S. angle iron (50mm x
50mm x 6mm thick) duly welded and complete with 3mm thick
M.S. sheet fixed with hinges on the front and 1.6mm thick M.S.
sheet duly tag-welded at the rear, complete with locking
arrangement including painting and bonding to the existing
earth as required :-
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VI. Size (190cm x 63cm) nominal. Each
VII. Size (124cm x 86cm) nominal. Each
VIII. Size (190cm x 86cm) nominal. Each
31.20 B METAL BOARDS:
I. Size (27cm x 22cm ) nominal. Each
II. Size (39cm x 28cm ) nominal. Each
III. Size (54cm x 40cm ) nominal. Each
IV. Size (71cm x 42.5cm) nominal. Each
V. Size (71cm x 60cm ) nominal. Each
VI. Size (22cm x 24cm ) nominal. Each
VII. Size (24cm x 26cm ) nominal. Each
31.20 (B) VIII. Size (24cm x 29cm ) nominal. Each
IX. Size (24cm x 38cm ) nominal. Each
X. Size (23cm x 29cm ) nominal. Each
XI. Size (30cm x 32cm ) nominal. Each
XII. Size (30cm x 41cm ) nominal. Each
XIII. Size (30cm x 46cm ) nominal. Each
XIV. Size (57cm x 22cm ) nominal. Each
XV. Size (57cm x 28cm ) nominal. Each
XVI. Size (57cm x 35cm ) nominal. Each
XVII. Size (65cm x 26cm ) nominal. Each
XVIII. Size (65cm x 33cm ) nominal. Each
XIX. Size (65cm x 40cm ) nominal. Each
XX. Size (34cm x 38cm ) nominal. Each
XXI. Size (36cm x 45cm ) nominal. Each
XXII. Size (42cm x 50cm ) nominal. Each
XXIII. Size (50cm x 60cm ) nominal. Each
XXIV. Size (60cm x 62cm ) nominal. Each
XXV. Size (62cm x 71cm ) nominal. Each
XXVI. Size (64cm x 82cm ) nominal. Each
XXVII. Size (85cm x 100cm ) nominal. Each
XXVIII.
(a to u)
Deleted
XXIX.
(a to u)
Deleted
31.20 C FLOOR MOUNTED FIXED TYPE METAL FRAME/
BOARDS:
Supply and erection of metal clad boards for switch gear
mounting of suitable size, with permissible variation in size of
± 5mm, Frame work made of M.S. angle iron (50mm x 50mm x
6mm thick) with M.S. sheet cover 3mm thick to be fixed with
suitable number & size of machine screws including painting
and bonding to the existing earth etc., as required :-
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I. Metal frame 1480mm long, 500mm wide, covered with
M.S. Sheet 3mm thick (950mm x 500mm)
from top. Each
II. Metal frame 1630mm long, 650mm wide, covered with
M.S. Sheet 3mm thick (1100mm x 650mm)
from top. Each
III. Metal frame 1630mm long, 800mm wide, covered with
M.S. Sheet 3mm thick (1100mm x 800mm)
from top. Each
31.20 D SHEET METAL CUBICAL PEDESTAL :
31.20 (D)
I. Cubical Size 900mm high, 600mm wide and 350mm
deep. Each
II. Cubical Size 1200mm high, 900mm wide and 350mm
deep. Each
31.20 E FLOOR MOUNTED FIXED TYPE METAL FRAME/
BOARDS :
I. Metal frame 172cm long, 22cm wide covered with M.S.
sheet 3mm thick (27cm x 22cm) from top. Each
II. Metal frame 184cm long, 28cm wide covered with M.S.
sheet 3mm thick (39cm x 28cm) from top. Each
III. Metal frame 199cm long, 40cm wide covered with M.S.
sheet 3mm thick (54cm x 40cm) from top. Each
Supply and erection of sheet metal cubical pedestal of suitable
dimensions made from 50mm x 50mm x 6mm thick M.S. angle
iron frame, covered with 3mm thick M.S. sheet duly welded on
five sides & front side hinged, complete with locking
arrangement with 4 No. switch gear supporting members each
of M.S. flat 50mm x 6mm thick of suitable length duly welded.
The Cubical Pedestal shall have 4 No. legs of 50mm x 50mm x
6mm thick M.S. angle
Supply and erection of floor mounted fixed type metal frame
work/ boards of welded construction fabricated with M.S. angle
iron (50mm x 50mm x 6mm thick) & of suitable dimensions
with supporting members grouted 23cm underground and
frame work covered with 3mm thick M.S. sheet from top to a
given height with M.S. angle iron 50mm x 50mm x 6mm thick
welded on the back and grouted into the back wall complete
with painting, bonding to the existing earth etc., as required :-
iron each 60cm long including painting, bonding to the existing
earth etc., the same shall be erected in the 1:2:4 cement
concrete plat-form of suitable dimensions 15cm high from
ground level and 45cm thick.The Cubical Pedestal shall be
15cm from the top of cement concrete plat-form :-
Supply and erection of floor mounted fixed type metal frame/
boards of welded construction fabricated with M.S. angle iron
(50mm x 50mm x 6mm thick) & of suitable dimensions with
supporting members grouted 23cm underground and frame
work covered with 3mm thick M.S. sheet from top to a given
height complete with painting, bonding to the existing earth
etc., as required :-
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IV. Metal frame 216cm long, 42.5cm wide covered with M.S.
sheet 3mm thick (71cm x 42.5cm) from top. Each
V. Metal frame 216cm long, 60cm wide covered with M.S.
sheet 3mm thick (71cm x 60cm) from top. Each
VI. Metal frame 167cm long, 24cm wide covered with M.S.
sheet 3mm thick (22cm x 24cm) from top. Each
VII. Metal frame 169cm long, 26cm wide covered with M.S.
sheet 3mm thick (24cm x 26cm) from top. Each
VIII. Metal frame 169cm long, 29cm wide covered with M.S.
sheet 3mm thick (24cm x 29cm) from top. Each
IX. Metal frame 169cm long, 38cm wide covered with M.S.
sheet 3mm thick (24cm x 38cm) from top. Each
X. Metal frame 168cm long, 29cm wide covered with M.S.
sheet 3mm thick (23cm x 29cm) from top. Each
XI. Metal frame 175cm long, 32cm wide covered with M.S.
sheet 3mm thick (30cm x 32cm) from top. Each
XII. Metal frame 175cm long, 41cm wide covered with M.S.
sheet 3mm thick (30cm x 41cm) from top. Each
XIII. Metal frame 175cm long, 46cm wide covered with M.S.
sheet 3mm thick (30cm x 46cm) from top. Each
31.20E XIV. Metal frame 202cm long, 22cm wide covered with M.S.
sheet 3mm thick (57cm x 22cm) from top. Each
XV. Metal frame 202cm long, 28cm wide covered with M.S.
sheet 3mm thick (57cm x 28cm) from top. Each
XVI. Metal frame 202cm long, 35cm wide covered with M.S.
sheet 3mm thick (57cm x 35cm) from top. Each
XVII. Metal frame 210cm long, 26cm wide covered with M.S.
sheet 3mm thick (65cm x 26cm) from top. Each
XVIII. Metal frame 210cm long, 33cm wide covered with M.S.
sheet 3mm thick (65cm x 33cm) from top. Each
XIX. Metal frame 210cm long, 40cm wide covered with M.S.
sheet 3mm thick (65cm x 40cm) from top. Each
XX. Metal frame 170cm long, 38cm wide covered with M.S.
sheet 3mm thick (34cm x 38cm) from top. Each
XXI. Metal frame 181cm long, 45cm wide covered with M.S.
sheet 3mm thick (36cm x 45cm) from top. Each
XXII. Metal frame 187cm long, 50cm wide covered with M.S.
sheet 3mm thick (42cm x 50cm) from top. Each
XXIII. Metal frame 195cm long, 60cm wide covered with M.S.
sheet 3mm thick (50cm x 60cm) from top. Each
XXIV. Metal frame 205cm long, 62cm wide covered with M.S.
sheet 3mm thick (60cm x 62cm) from top. Each
XXV. Metal frame 207cm long, 71cm wide covered with M.S.
sheet 3mm thick (62cm x 71cm) from top. Each
XXVI. Metal frame 209cm long, 82cm wide covered with M.S.
sheet 3mm thick (64cm x 82cm) from top. Each
XXVII. Metal frame 230cm long, 100cm wide covered with M.S.
sheet 3mm thick (85cm x 100cm) from top. Each
31.21
31.22
31.23
Deleted
EARTHING OF METALLIC CASES ETC.:
Deleted
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I. Earthing of metallic cases etc., with G.I. wire No.
8S.W.G. (4mm dia.) in 15mm dia.G.I. pipe on surface
including painting etc., as required. Metre
II. Earthing of metallic cases etc., with G.I. wire No.
8S.W.G. (4mm dia.) in 15mm dia.G.I. pipe recessed in
wall and floor etc., as required. Metre
III. Earthing of metallic cases etc., with G.I. stranded wire
No. 7/14S.W.G. (7/2.18mm) in 15mm dia.G.I. pipe on
surface including painting etc., as required. Metre
IV. Earthing of metallic cases etc., with G.I. stranded wire
No. 7/14S.W.G. (7/2.18mm) in 15mm dia.G.I. pipe
recessed in wall and floor etc., as required. Metre
V. Earthing of metallic cases etc., with G.I. stranded wire
No. 7/12S.W.G. (7/2.80mm) in 20mm dia.G.I. pipe on
surface including painting etc., as required. Metre
VI. Earthing of metallic cases etc., with G.I. stranded wire
No. 7/12S.W.G. (7/2.80mm) in 20mm dia.G.I. pipe
recessed in wall and floor etc., as required. Metre
VII. Supply and erection of G.I. Earth pipe (50mm dia.)
135cm long, 4metre below ground level complete with
(50mm x 15mm) G.I. reducing socket (including boring &
refilling). Each
31.23 VIII. Earthing of Sheet metal/ Iron clad Switches and metallic
cases etc., with No. 8S.W.G. (4mm dia.) G.I. Wire in
15mm dia.G.I. Pipe partly recessed and partly on surface
complete with 135cm long 50mm dia.G.I. earth pipe with
G.I. reducing socket (50mm x 15mm) including erection
of the same, 4metre below ground level with necessary
charcoal & salt mixture etc., up to 9metre in length
(including boring & refilling). Each
IX. Earthing of Sheet metal/ Iron clad Switches and metallic
cases etc., with No. 7/14S.W.G. (7/2.18mm) G.I.
Stranded Wire in 15mm dia.G.I. Pipe partly recessed
and partly on surface complete with 135cm long 50mm
dia.G.I. earth pipe with G.I. reducing socket (50mm x
15mm) including erection of the same, 4metre below
ground level with necessary charcoal & salt mixture etc.,
up to 9metre in length (including boring & refilling).
Each
X. Earthing of Sheet metal/ Iron clad Switches and metallic
cases etc., with No. 7/12S.W.G. (7/2.80mm) G.I.
Stranded Wire in 20mm dia.G.I. Pipe partly recessed
and partly on surface complete with 135cm long 50mm
dia.G.I. earth pipe with G.I. reducing socket (50mm x
20mm) including erection of the same, 4metre below
ground level with necessary charcoal & salt mixture etc.,
up to 9metre in length (including boring & refilling).
Each
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XI. Earthing of Sheet metal/ Iron clad Switches and metallic
cases etc., with No. 8S.W.G. (4mm dia.) G.I. Wire in
15mm dia.G.I. Pipe partly recessed and partly on surface
complete with 135cm long 50mm dia.G.I. earth pipe with
G.I. reducing socket (50mm x 15mm) including erection
of the same, 3metre below ground level with necessary
charcoal & salt mixture etc., for hilly area up to 7.5metre
in length (including boring & refilling).
Each
XII. a. Earthing of Sheet metal/ iron clad switches and metallic
cases etc., with (20mm x 3mm) thick copper tape
rivetted to (30cm x 120cm x 3mm thick) tinned copper
plate (made cylindrical) burried 4.5metre below ground
level and surrounded by salt & charcoal dust mixture
including fixing the copper tape on wall and in floor etc.,
with copper stapples of suitable size up to 9metre in
length. Each
b. Earthing of Sheet metal/ iron clad switches and metallic
cases etc., with (25mm x 3mm) thick copper tape
rivetted to (30cm x 120cm x 3mm thick) tinned copper
plate (made cylindrical) burried 4.5metre below ground
level and surrounded by salt & charcoal dust mixture
including fixing the copper tape on wall and in floor etc.,
with copper stapples of suitable size up to 9metre in
length. Each
31.23 c. Earthing of Sheet metal/ iron clad switches and metallic
cases etc., with (32mm x 3mm) thick copper tape
rivetted to (30cm x 120cm x 3mm thick) tinned copper
plate (made cylindrical) burried 4.5metre below ground
level and surrounded by salt & charcoal dust mixture
including fixing the copper tape on wall and in floor etc.,
with copper stapples of suitable size up to 9metre in
length. Each
XIII. Bonding to earth with 4mm dia. G.I. wire behind casing
or fixed with stapples on wall. Metre
XIV. a. Bonding to earth with 2.24mm dia. Bare aluminium wire
run on pyma–wood batton between P.V.C. cables.
Metre
b. Bonding to earth with 2mm dia. Bare copper wire run on
pyma-wood batton between P.V.C. cables. Metre
XV. a. Bonding to earth with G.I. wire No. 8S.W.G. (4mm dia.)
in 20mm dia. heavy gauge (1.6mm thick) welded conduit
pipe flushed. Metre
b. Bonding to earth with G.I. wire No. 8S.W.G. (4mm dia)
in 20mm dia. heavy gauge (1.6mm thick) welded conduit
pipe on surface including painting etc. Metre
c. Bonding to earth with G.I. stranded wire No. 7/14S.W.G.
(7/2.18mm) in 20mm dia. heavy gauge (1.6mm thick)
welded conduit pipe flushed. Metre
d. Bonding to earth with G.I. stranded wire No. 7/14S.W.G.
(7/2.18mm) in 20mm dia. heavy gauge (1.6mm thick)
welded conduit pipe on surface including painting etc.
Metre
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e. 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. Metre
f. Bonding to earth with G.I. stranded wire No. 7/12S.W.G.
(7/ 2.80mm) in 25mm dia. heavy gauge (1.6mm thick)
welded conduit pipe on surface including painting etc.
Metre
XVI. a. Supply and erection of 20mm x 3mm thick Copper Tape
(As additional length). Metre
b. Supply and erection of 25mm x 3mm thick Copper Tape
(As additional length). Metre
c. Supply and erection of 32mm x 3mm thick Copper Tape
(As additional length). Metre
XVII.
(a to h)
Deleted
31.24
I. Deleted
II. a. Supply and erection of Ceiling–rose bakelite surface
type. Each
b. Supply and erection of Ceiling–rose flush piano type. Each
III. to VI. Deleted
VII. a. Bakelite Batton holder large size. Each
b. Deleted
VIII. to IX. Deleted
X. Call–Bell 220/ 230volts A.C. bakelite with double coil. Each
31.24 XI. Electric Buzzer 220/ 230volts A.C. with double coil. Each
XII. Bell-Push surface/ flush piano type with 4.25m flexible
twin 16/ 0.20mm (0.5mm²) wire. Each
XIII. Bed-Switch surface/ flush piano type with 4.60m flexible
twin 16/ 0.20mm (0.5mm²) wire. Each
XIV. Supply & erection of Bulk head fitting “German type”. Each
XV. Deleted
XVI. a. Erection only of 1x20/40/65watts, 2x20/40/ 65watts,
60cm/120cm/150cm long fluorescent tube fittings by
means of 2 No. 20mm dia. Conduit pipe 1.6mm thick
with M.S. flanges of suitable size at the top ends
including 24/0.20mm (0.75mm²) flexible twin wire for
connecting the tube to the adjacent light point including
pipe, flanges, flexible wire & petty material required for
the same (Upto 3.65metre height).
Each
b. Erection only of 1x 20/ 40/ 65watts, 2x20/ 40/ 65watts,
60cm/120cm/150cm long fluorescent tube fittings by
means of 2 No. 20mm dia. Conduit pipe 1.6mm thick
with M.S. flanges of suitable size at the both ends
including 24/0.20mm (0.75mm²) flexible twin wire for
connecting the tube to the adjacent light point including
supply and erection of conduit pipe, flanges, flexible wire
& petty material required for the same (Upto 3.65metre
height). Each
SUPPLY AND ERECTION OF FITTINGS:
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XVII. a. Erection only of 1x 20/ 40/ 65watts, 2x20/ 40/ 65watts,
60cm/120cm/150cm long fluorescent tube fittings by
means of 2 No. 20mm dia. Conduit pipe 1.6mm thick
with M.S. flanges of suitable size at the top ends
including 24/ 0.20mm (0.75mm²) flexible twin wire for
connecting the tube to the adjacent light point including
supply and erection of conduit pipe, flanges, flexible
cables & petty material required for the same (Above
3.65metre height). Each
b. Erection only of 1 x20/ 40/ 65watts, 2x20/ 40/ 65watts,
60cm/ 120cm/ 150cm long fluorescent tube fittings by
means of 2 No. 20mm dia. Conduit pipe 1.6mm thick
with M.S. flanges of suitable size at the both ends
including 24/ 0.20mm (0.75mm²) flexible twin wire for
connecting the tube to the adjacent light point including
supply and erection of conduit pipe, flanges, flexible
cables & petty material required for the same (Above
3.65metre height). Each
XVIII. a. Erection only of 1x 20/ 40/ 65watts, 2x20/ 40/ 65watts,
60cm/120cm/150cm long fluorescent tube fittings directly
on surface including necessary connections and supply
and erection of 24/ 0.20mm (0.75mm²) flexible twin wire
for connecting the fitting with the adjacent light point
(Without round blocks). Each
b. Erection only of 1x 20/ 40/ 65watts, 2x20/ 40/ 65watts,
60cm/120cm/150cm long fluorescent tube fittings directly
on surface including necessary connections and supply
and erection of 24/ 0.20mm (0.75mm²) flexible twin wire
for connecting the fitting with the adjacent light point
(With round blocks). Each
31.24 XIX. Deleted
XX. Deleted
XXI. a. Erection of Street light fittings suitable for G.I. pipe pole
80mm dia. including cost of G.I. pipe bracket having
nominal bore dia. 40mm and at least one metre in length
to give a total overhang at a tentative angle of 100/ 105
degree, the bracket should be fixed at the top of the pole
with G.I. reducer (80mm x 40mm) complete in all
respects as approved by the Engineer–in –Charge.
Each
b. Erection of Street light fittings suitable for G.I. pipe pole
100mm dia. including cost of G.I. pipe bracket having
nominal bore dia. 40mm and at least onemetre in length
to give a total overhang at a tentative angle of 100/105
degree, the bracket should be fixed at the top of the pole
with G.I. reducer (100mmx40mm) complete in all
respects as approved by the Engineer -in -Charge.
Each
XXII. Deleted
31.25
I. Painting of Ceiling fan complete with blades, canopy,
suspension rod and regulator with two coats of approved
paint (with brush). Each
PAINTING INCLUDING LABOUR & MATERIAL:
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II. Painting rod pendant off sizes with two coats of approved
paint. Each
III. Painting Steel Tubular pole with cross arms with two
coats of aluminium or other approved paint:-
(a). 7m Overall length. Each
(b). 8m Overall length. Each
(c). 9m Overall length. Each
(d). 10m Overall length Each
IV. Painting of Galvanised iron pipe pole including
street light bracket with two coats of aluminium or
other approved paint:-
(a). 4m Overall length. Each
(b). 6.1m Overall length. Each
V. Painting house service pipe complete with cross arms
with two coats of aluminium or other approved paint.
Each
VI. a. Painting of Casing & Capping of light/ fan or call bell
point including mains & submains with two coats of
suitable paint (Excluding plug control). Each
b. Painting of Casing & Capping with two coats of an
approved paint (As extra length). Metre
VII. a. Painting of light/ fan or call bell points in P.V.C. sheathed
wiring system including mains & submains (Excluding
plug control). Each
b. Painting of P.V.C. sheathed wiring system with two coats
of an approved paint (As extra length). Metre
VIII. Painting of wood or metal surface with two coats of an
approved paint. Sq. Mtr.
31.25 IX. Painting of G.I./Conduit pipes with two coats of an
approved paint including cleaning the surface etc. :-
(a) 15mm dia.G.I. pipe & conduit pipe 20mm dia. Metre
(b) 20mm dia.G.I. pipe & conduit pipe 25mm dia. Metre
(c) 25mm dia.G.I. pipe & conduit pipe 32mm dia. Metre
IX. (d) 32mm dia.G.I. pipe & conduit pipe 40mm dia. Metre
(e) 40mm dia.G.I. pipe & conduit pipe 50mm dia. Metre
(f) G.I. Pipe 50mm dia. Metre
(g) G.I. Pipe 65mm dia. Metre
(h) G.I. Pipe 80mm dia. Metre
(i) G.I. Pipe 100mm dia. Metre
31.26
I. Carriage of Ceiling–Fan from local railway station or
P.W.D. office to site including erection of the same and
necessary P.V.C. insulated single core cable with
aluminium conductor 1.5mm² (1/1.40mm) left bare
(Unsheathed) for suspension rod and cutting threads
etc., on the rod. Each
II. Carriage of Table fan from local railway station or local
P.W.D. office to site for erection. Each
CARRIAGE & ERECTION OF FANS :
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III. a. Carriage from local railway station or local P.W.D. office
to site of an Exhaust fan including erection of the same.
Each
b. Carriage from local railway station or local P.W.D. office
to site of Cabin fan including erection of the same.
Each
IV. a. Making suitable size hole in the wall for 230mm sweep
Exhaust fan including finishing the same to the
satisfaction of the Engineer–in–Charge of the work. Each
b. Making suitable size hole in the wall for 300mm sweep
Exhaust fan including finishing the same to the
satisfaction of the Engineer–in–Charge of the work. Each
c. Making suitable size hole in the wall for 380mm sweep
Exhaust fan including finishing the same to the
satisfaction of the Enginee–in–Charge of the work. Each
d. Making suitable size hole in the wall for 450mm sweep
Exhaust fan including finishing the same to the
satisfaction of the Engineer–in–Charge of the work. Each
e. Making suitable size hole in the wall for 610mm sweep
Exhaust fan including finishing the same to the
satisfaction of the Engineer–in–Charge of the work. Each
V. a. Providing & Fixing 38.1cm x 38.1cm wooden frame
32mm thick 50mm wide of Deodar wood for 230mm
sweep Exhaust fan. Each
b. Providing & Fixing 45.72cm x 45.72cm wooden frame
32mm thick, 50mm wide of Deodar wood for 300mm
sweep Exhaust fan. Each
c. Providing & Fixing 52.5cm x 52.5cm wooden frame
32mm thick, 50mm wide of Deodar wood for 380mm
sweep Exhaust fan. Each
31.26 d. Providing & Fixing 60cm x 60cm wooden frame 32mm
thick, 50mm wide of Deodar wood for 450mm sweep
Exhaust fan. Each
e. Providing & Fixing 76.2cm x 76.2cm wooden frame
32mm thick, 50mm wide of Deodar wood for 610mm
sweep Exhaust fan. Each
VI. Carriage of Pedestal fan from local Government store/
office to site for erection. Each
31.27
31.27 I. a. Full Stator rewinding of a Ceiling Fan (Condensor type)
of 900mm sweep, including cleaning & insulating the
stator slots, sleeving, soldering, wrapping of cotton tape,
varnishing, re–assembling & testing etc., complete.
Each
b. Full Stator rewinding of a Ceiling Fan (ondensor type) of
1200mm sweep, including cleaning & insulating the
stator slots, sleeving, soldering, wrapping of cotton tape,
varnishing, re-assembling & testing etc., complete.
Each
c. Full Stator rewinding of a Ceiling Fan (Condensor type)
of 1400mm/ 1500mm sweep, including cleaning &
insulating the stator slots, sleeving, soldering, wrapping
of cotton tape, varnishing, re–assembling & testing etc.,
complete. Each
REPAIR & REWINDING OF FANS :
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Description
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d. Full Stator rewinding of a Ceiling Fan (Condensor type)
of 1800mm sweep, including cleaning & insulating the
stator slots, sleeving, soldering, wrapping of cotton tape,
varnishing, re–assembling & testing etc., complete.
Each
e. Replacement of a Single Stator coil of a Ceiling Fan
(Condensor type) of 900mm sweep including
connections, providing insulation, varnishing,
re–assembling & testing etc. Each
f. Replacement of a Single Stator coil of a Ceiling Fan
(Condensor type) of 1200mm sweep including
connections, providing insulation, varnishing,
re–assembling & testing etc. Each
g. Replacement of a Single Stator coil of a Ceiling Fan
(Condensor type) of 1400mm/ 1500mm sweep including
connections, providing insulation, varnishing,
re–assembling & testing etc. Each
h. Replacement of a Single Stator coil of a Ceiling Fan
(Condensor type) of 1800mm sweep including
connections, providing insulation, varnishing,
re–assembling & testing etc. Each
II. a. Full Stator rewinding of a Ceiling Fan (Non-Condensor
type) of 1200mm sweep, including cleaning & insulating
the stator slots, sleeving, soldering, wrapping of cotton
tape, varnishing, re-assembling & testing etc., complete.
Each
b. Full Stator rewinding of a Ceiling Fan (Non-Condensor
type) of 1400mm sweep, including cleaning & insulating
the stator slots, sleeving, soldering, wrapping of cotton
tape, varnishing, re-assembling & testing etc.,complete.
Each
31.27 c. Full Stator rewinding of a Ceiling Fan (Non-Condensor
type) of 1500mm sweep, including cleaning & insulating
the stator slots, sleeving, soldering, wrapping of cotton
tape, varnishing, re-assembling & testing etc., complete.
Each
d. Replacement of a Single Stator coil of a Ceiling Fan
(Non-Condensor type) of 1200mm sweep including
connections, providing insulation, varnishing,
re–assembling & testing etc., complete. Each
e. Replacement of a Single Stator coil of a Ceiling Fan
(Non-Condensor type) of 1400mm sweep including
connections, providing insulation, varnishing,
re–assembling & testing etc., complete. Each
f. Replacement of a Single Stator coil of a Ceiling Fan
(Non-Condensor type) of 1500mm sweep including
connections, providing insulation, varnishing,
re–assembling & testing etc., complete. Each
III. a. Full Stator rewinding of an Exhaust Fan (Condensor
type) of 230mm/ 300mm sweep, 900 R.P.M. including
cleaning & insulating the stator slots, sleeving, soldering,
wrapping of cotton tape, varnishing, re–assembling &
testing etc., complete. Each
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b. Full Stator rewinding of an Exhaust Fan (Condensor
type) of 230mm/ 300mm sweep, 1400 R.P.M. including
cleaning & insulating the stator slots, sleeving, soldering,
wrapping of cotton tape, varnishing, re–assembling &
testing etc., complete. Each
c. Full Stator rewinding of an Exhaust Fan (Condensor
type) of 380mm sweep, 900 R.P.M.including cleaning &
insulating the stator slots, sleeving, soldering, wrapping
of cotton tape, varnishing, re–assembling & testing etc.,
complete. Each
d. Full Stator rewinding of an Exhaust Fan (Condensor
type) of 380mm sweep, 1400 R.P.M. including cleaning
& insulating the stator slots, sleeving, soldering,
wrapping of cotton tape, varnishing, re–assembling &
testing etc., complete. Each
e. Full Stator rewinding of an Exhaust Fan (Condensor
type) of 450mm sweep, 900 R.P.M. including cleaning &
insulating the stator slots, sleeving, soldering, wrapping
of cotton tape, varnishing, re – assembling &
testing etc., complete. Each
f. Full Stator rewinding of an Exhaust Fan (Condensor
type) of 450mm sweep, 1400 R.P.M. including cleaning
& insulating the stator slots, sleeving, soldering,
wrapping of cotton tape, varnishing, re–assembling &
testing etc., complete. Each
g. Full Stator rewinding of an Exhaust Fan (Condensor
type) of 610mm sweep, 900 R.P.M. including cleaning &
insulating the stator slots, sleeving, soldering, wrapping
of cotton tape, varnishing, re–assembling & testing etc.,
complete. Each
31.27 h. Full Stator rewinding of an Exhaust Fan (Condensor
type) of 610mm sweep, 1400 R.P.M. including cleaning
& insulating the stator slots, sleeving, soldering,
wrapping of cotton tape, varnishing, re–assembling &
testing etc., complete. Each
i. Replacement of a Single Stator coil of an Exhaust Fan
(Condensor type) of 230mm/ 300mm sweep (Any
R.P.M.) including connections, providing insulation,
varnishing, re–assembling & testing etc. Each
III. j. Replacement of a Single Stator coil of a Exhaust Fan
(Condensor type) of 380mm sweep (Any R.P.M.)
including connections, providing insulation, varnishing,
re–assembling & testing etc. Each
k. 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. Each
l. 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. Each
Page 399 CSR-1987 [Re-print]
Item No. Unit
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Description
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IV. a. 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. Each
b. 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. Each
V. a. Replacement of a Ball–bearing of a Ceiling fan including
greasing, re–assembling & testing etc. Each
b. Replacement of a Bush–bearing of any fan including
turning, oiling, re – assembling and testing etc. Each
c. Replacement of a Thrust–bearing (Small size) of any fan
including oiling, greasing, re-assembling & testing etc.
Each
d. Replacement of a Thrust–bearing (Large size) of any fan
including oiling, greasing,
re-assembling & testing etc. Each
e. Providing & Fixing locking/ split pins in ceiling fans of
any size including drilling of holes re –assembling &
testing etc. Each
f. Replacement of Blade–shank of suitable size of a Ceiling
fan with screws, nuts, spring washers etc., as required.
Each
g. Replacement of Hanger–shackle with nuts, bolts & split
pin for a ceiling fan of any size. Each
h. Replacement of a Rubber reel. Each
i. Replacement of a Fan–socket for a Ceiling fan including
drilling of holes for split–pin etc. Each
j. Replacement of a Fan condensor (2 to 2.5) micro–farad
complete with connections & testing etc. Each
31.27 k. Replacement of a Fan condensor (3) micro–farad
complete with connections & testing etc. Each
l. Replacement of a Fan condensor (4) micro–farad
complete with connections & testing etc. Each
m. Replacement of a Fan condensor (6) micro–farad
complete with connections & testing etc. Each
n. Replacement of a Fan condensor (8) micro–farad
complete with connections & testing etc. Each
o. Replacement of Speed regulator knob. Each
p. Replacement of Speed regulator rotary switch without
knob including connections & testing etc. Each
V. q. Replacement of Speed regulator resistance coils
including connections & testing etc. Each
r. Replacement of Speed regulator china plates complete
with nuts and screws etc. Each
s. Replacement of complete assembly of Speed regulator
resistance coils wound on china plates duly insulated
with mica sheet. Each
t. Painting of a Ceiling fan complete with blades, canopy,
suspension rod and speed regulator (with spray painting)
complete. Each
Page 400 CSR-1987 [Re-print]
Item No. Unit
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Description
2
u. Painting of a Ceiling fan complete with blades, canopy,
suspension rod and speed regulator (with stove
enamelled paint) complete. Each
31.28
I. a. Labour for dismantling steel tubular or G.I. pipe pole. Each
b. Labour for dismantling pre-stressed cement concrete
pole. Each
II. Dismantling of anchor rod complete. Each
III. a. Erection of steel tubular/ G.I. pipe pole upto 7m length in
cement concrete 1:3:6 including cement concrete 1:2:4
collar but excluding cost of pole including painting etc.
Each
b. Erection of steel tubular pole exceeding 7m length upto
10m length in cement concrete 1:3:6 including cement
concrete 1:2:4 collar but excluding cost of pole including
painting etc. Each
c. Erection of P.C.C. pole (having drawing-in cable
arrangement) over a slab of cement concrete 1:2:4, 0.5
sq. m 15cm thick including cement concrete 1:4:8 filling
around the pole upto ground level but excluding cost of
P.C.C. pole. Each
d. Erection of P.C.C. pole over a slab of cement concrete
1:3:6, 0.5sq.m 15cm thick but excluding cost of P.C.C.
pole (upto 9.14m length). Each
e. Erection of P.C.C. pole over a slab of cement concrete
1:3:6, 0.5sq.m 15cm thick but excluding cost of P.C.C.
pole (11m length). Each
31.28 f. Erection only of three stepped steel tubular swaged and
welded pole conforming to I.S. 2713/ 1969 or I.S. 2713
(Part I to III) 1980 for under ground wiring system overall
length from 7metre to 10metre in cement concrete 1 :3
:6 including cement concrete 1 :2 :4 collar 45cm high
from ground level complete with 1:2 plaster 6mm thick,
excluding the cost of pole but including painting etc., as
required. Each
IV. Supply and erection of bracket steel channel 75mm x
40mm (2 line). Each
V. Supply and erection of bracket steel channel 75mm x
40mm (4 line). Each
VI. a. Supply and erection of anchor rod Henly type for pole
including necessary clamps and 7/2.80mm G.I. stay wire
in cement concrete 1: 3 : 6. Each
b. Supply and erection of anchor rod Henly type for pole
including necessary clamps and 7/3.15mm G.I. stay wire
in cement concrete 1: 3 : 6. Each
VI. c. Supply and erection of anchor rod Henly type for pole
including necessary clamps and 7/4mm G.I. stay wire in
cement concrete 1: 3: 6. Each
d. Supply and erection of Strain insulator as required at
site. Each
e. Supply and erection of Cradle guard suitable for 2 lines
over head line as required at site Each
f. Supply and erection of Cradle guard suitable for 4 lines
over head line as required at site. Each
OVER-HEAD DISTRIBUTION:
Page 401 CSR-1987 [Re-print]
Item No. Unit
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Description
2
g. Supply and erection of Hexagonal guard suitable for 2
lines over head line (Vertical distribution) as required at
site. Each
h. Supply and erection of Hexagonal guard suitable for 4
lines over head line (Vertical distribution) as required at
site. Each
VII. Supply and erection of stay for house service pipe
complete with straining screw 7/1.6mm G.I. stay wire.
Each
VIII. Erection only of anchor rod for pole in cement concrete
1:3:6 but excluding cost of anchor rod. Each
IX. Supply and erection of cast iron reel size 75mm x 50mm
dia. Each
X. Supply and erection of house service pipe Henly type or
pole type 50mm dia., 6metre long for bare Aluminium
conductor over head line without straining device or
shackle insulator including painting. Each
XI. Supply and erection of house service bracket wall type of
50mm dia.G.I. pipe of approved design including
painting as required for 2 line Each
XII. Supply and erection of house service bracket wall type of
50mm dia.G.I. pipe of approved design including
painting as required for 4 line. Each
XIII. Supply and erection of lightning arrestor horn type
complete with 100mm x 65mm pin insulator, spindle and
brass metal parts heavy type. Each
XIV. Supply and erection of shackle insulator (medium) with
fixing bolts and nuts. Each
31.28 XV. a. Supply and erection of 100mm x 65mm pin insulator
complete with G.I. spindle and nuts etc. Each
b. Supply and erection of 100mm x 80mm pin insulator
complete with G.I. spindle and nuts etc. Each
XVI. Supply and erection of G.I. wire No. 8S.W.G. (4mm dia.)
above on pole including binding wire. Kg.
XVII. Binding of shackle or copper wire joint with bare copper
binding wire. Kg.
XVIII. Binding of cast iron reel or G.I. wire joint with G.I.
binding wire (2.16mm dia). Each
XIX. Dismantling only of over head lines comprising of G.I. or
copper or A.C.S.R. or A.A.C. conductor including cross-
arms and insulators etc., and taking down to the ground.
Kg.
XX. a. Supply and erection of A.C.S.R. (7/2.11mm to 7/3mm
dia.) including Kg.
b. Supply and erection of A.C.S.R. (7/3.35mm dia. &above)
including binding of insulator with binding wire.
Kg.
XX. c. Supply and erection of A.A.C. conductor (7/1.96mm to
7/3.10mm dia.) including binding of insulator with
binding wire. Kg.
d. Supply and erection of A.A.C. conductor (7/3.40mm dia
& above) including binding of insulator with binding wire.
Kg.
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Description
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e. Erection only of G.I. wire (No. 8S.W.G. to No. 4S.W.G.)
including binding with C.I. reel with G.I. binding wire.
Kg.
f. Erection only of A.C.S.R. (7/2.11mm to 7/3mm dia.)
including binding of insulator with binding wire. Kg.
g. Erection only of A.C.S.R. (7/3.35mmdia and above)
including binding of insulator with binding wire. Kg.
h. Erection only of A.A.C (7/1.96mmto 7/3.10mm) including
binding of insulator with binding wire. Kg.
i. Erection only of A.A.C (7/3.40mmdia and above)
including binding of insulator with binding wire. Kg.
XXI. Supply and erection of G.I. shackle straps with 11.25cm
long bolts and nuts. Pair
XXII. Supply and erection of special type clamps for fixing the
C.I. reels on top of poles where the same cannot be fixed
on brackets. Each
XXIII. Supply and erection of additional length of house service
G.I. pipe 50mm dia. Metre
XXIV. Supply and erection of house service G.I. pipe 50mm
dia.3 m long for insulated over head line complete with
cast iron cap of suitable size and ways, shackle insulator
and straining device including necessary P.V.C. bushes
for protecting the incoming & outgoing lead and flat iron
support 50mm x 6mm x 22.5cm long and painting as
required. Each
XXV. Wiring over-head line in two single core cable with
aluminium conductor, insulated with P.V.C. and
polythene sheathed overall 1100volts grade on G.I. wire
4mm dia. With brass/ aluminium link clips cable size
1.5mm² (1/1.40mm). Metre
31.28 XXVI. Wiring over-head line in two single core cable with
aluminium conductor, insulated with P.V.C. and
polythene sheathed overall 1100volts grade on G.I. wire
4mm dia. With brass/ aluminium link clips cable size
2.5mm² (1/1.80mm). Metre
XXVII. Wiring over-head line in two single core cable with
aluminium conductor, insulated with P.V.C. and
polythene sheathed overall 1100volts grade on G.I. wire
4mm dia. With brass/ aluminium link clips cable size
4mm² (1/2.24mm). Metre
XXVIII. Wiring over-head line in two single core cable with
aluminium conductor, insulated with P.V.C. and
polythene sheathed overall 1100volts grade on G.I. wire
4mm dia. With brass/ aluminium link clips cable size
6mm² (1/2.80mm). Metre
XXIX. Wiring over-head line in two single core cable with
aluminium conductor, insulated with P.V.C. and
polythene sheathed overall 1100volts grade on G.I. wire
4mm dia. With brass/ aluminium link clips cable size
10mm² (1/3.55mm). Metre
Page 403 CSR-1987 [Re-print]
Item No. Unit
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Description
2
XXX. Wiring over-head line in two single core cable with
aluminium conductor, insulated with P.V.C. and
polythene sheathed overall 1100volts grade on G.I. wire
4mm dia. With brass/ aluminium link clips cable size
16mm² (7/1.70mm). Metre
XXXI. Wiring over-head line in two single core cable with
aluminium conductor, insulated with P.V.C. and
polythene sheathed over-all 1100volts grade on G.I. wire
4mm dia. With brass/ aluminium link clips cable size
25mm² (7/2.24mm). Metre
XXXII. Supply and erection of „D‟ iron clamp 50mm x 6mm flat
iron complete with fixing bolts and nuts including making
holes in pole. Each
XXXIII. Supply and erection of „EYE‟ rag bolts 22.5cm x 16mm.
Each
XXIV. Dismantling of house service pipe complete with channel
brackets including necessary repair to the entire
satisfaction of Engineer-In-Charge. Each
31.28 XXXV. Supply and erection of G.I. pipe ‘A’ quality of
suitable length and dia.conforming to I.S. 1239 part-I
1979, including fixing up to a given depth below G/L,
the hole of excavation about 30cm dia. and given
depth to be filled in up to 15cm below G/L with 1:3:6
cement concrete and there above a plinth with 1:2:4
cement concrete up to a height of 45cm from
G/L.The radial thick ness of the plinth above G/L
should not be less than 6.35cm and sufficient to
completely flush a mild steel fuse box 15cm x 15cm
x 6.35cm deep having 16Amp. 240volts kit-kat fuse
unit fixed on single teak –wood board of the same
size the outer surface of the plinth to be finished
with 1:2 cement plaster 6mm thick M.S. fuse box
shall have a water proof hinged cover with locking
arrangement including painting of pole with two
coats of approved aluminium paint as required:-
a. 4metre long having nominal bore dia 65mm, planting
depth 80cm with pit depth 95cm. Each
b. 6.1metre long having nominal bore dia 80mm, planting
depth 120cm with pit depth 135cm. Each
c. 6.1metre long having nominal bore dia 100mm, planting
depth 120cm with pit depth 135cm. Each
Page 404 CSR-1987 [Re-print]
Item No. Unit
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Description
2
XXXVI. Supply and erection of 3-Stepped steel tubular
swaged and welded pole of suitable length
conforming to I.S. 2713-1969 (Part I to III)/ 1980 to
fixed up to a required planting depth below ground
level in a hole of excavation about 30cm dia. and
suitable depth to filled in up to 15cm below G/L with
1:3:6 cement concrete and up to a height of 45cm
above G/L with 1:2:4 cement concrete plinth with
radial thickness not less than 6.35cm sufficient to
completely flush a mild steel fuse box 15cm x 15cm
x 6.35cm deep with hinged water tight cover with
locking arrangement having 32Amp. 240volts kit-kat
fuse unit fixed on single teak –wood board of the
same size. The outer surface of the plinth to be
finished with 1:2 cement plaster 6mm thick including
painting of pole with two coats of approved
aluminium paint as required:-
a. Overall length 7metre, with planting depth 1.25metre,
length of sections 4metre, 1.5metre and 1.5metre
(Bottom, Middle and Top respectively), Outer dia. and
thickness of sections 114.3mm x 4.5mm, 88.9mm x
4.05mm and 76.1mm x 3.25mm Bottom, Middle and Top
respectively) with approximate weight 73kg with base
plate 12mm thick and about 30cm dia. Each
b. Overall length 8metre, with planting depth 1.5metre,
length of sections 4.5metre, 1.75metre and 1.75metre
(Bottom, Middle and Top respectively), Outer dia. and
thickness of sections 114.3mm x 4.5mm, 88.9mm x
4.05mm and 76.1mm x 3.25mm (Bottom, Middle and
Top respectively) with approximate weight 83kg with
base plate 12mm thick and about 30cm dia. Each
31.28 c. Overall length 8.5metre, with planting depth 1.5metre,
length of sections 5metre, 1.75metre and 1.75metre
(Bottom, Middle and Top respectively), Outer dia and
thickness of sections139.7mm x 5.40mm,114.3mmx
4.50mm and 88.9mm x 3.25mm (Bottom, Middle and
Top respectively) with approximate weight 129kg with
base plate 12mm thick and about 30cm dia. Each
d. Overall length 9metre, with planting depth 1.5metre,
length of sections 5metre, 2metre and 2metre (Bottom,
Middle and Top respectively), Outer dia. and thickness of
sections 165.1mm x 4.85mm, 139.7mm x 4.5mm and
114.3mm x 3.65mm (Bottom, Middle and Top
respectively) with approximate weight 154kg with base
plate 12mm thick and about 30cm dia. Each
e. Overall length 9.5metre, with planting depth 1.8metre,
length of sections 5metre, 2.25metre and 2.25metre
(Bottom, Middle and Top respectively), Outer dia. and
thickness of sections165.1mm x 4.85mm, 139.7mm x
4.5mm and 114.3mm x 3.65mm (Bottom, Middle and
Top respectively) with approximate weight 160kg with
base plate 12mm thick and about 30cm dia. Each
Page 405 CSR-1987 [Re-print]
Item No. Unit
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Description
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XXXVI. f. Overall length 10metre, with planting depth 1.8metre,
length of sections 5.20metre, 2.40metre and 2.40metre
(Bottom, Middle and Top respectively), Outer dia. and
thickness of sections165.1mm x 4.85mm,139.7mm x
4.5mm and 114.3mm x 3.65mm (Bottom, Middle and
Top respectively) with approximate weight 168kg with
base plate 12mm thick and about 30cm dia. Each
XXXVI. g. Supply and erection of 3-Stepped steel tubular
swaged and welded pole of suitable length
conforming to I.S. 2713-1969 or I.S. 2713 (Part I to
III)/ 1980 for over head lines to fixed up to a required
planting depth below ground level in a hole of
excavation about 30cm dia. and suitable depth to
filled in up to 15cm below G/L with 1:3:6 cement
concrete and there above a plinth with 1:2:4 cement
concrete up to a height of 23cm above G/L with
XXXVI. g. 1:2:4 cement concrete plinth with radial thickness
not less than 6.35cm.The outer surface of the plinth
to be finished with 1:2 cement plaster 6mm thick
including painting of pole with two coats of approved
aluminium paint as required :-
(i) Overall length 7metre, with planting depth 1.25metre,
length of sections 4metre, 1.5metre and 1.5metre
(Bottom, Middle and Top respectively), Outer dia and
thickness of sections 114.3mm x 4.5mm, 88.9mm x
4.05mm and 76.1mm x 3.25mm (Bottom, Middle and
Top respectively) with approx. weight 73kg with base
plate 12mm thick and about 30cm dia. in case of pole
conforming to I.S. 2713 (Part I to III)/ 1980. Each
31.28 (ii) Overall length 8metre, with planting depth 1.5metre,
length of sections 4.5metre, 1.75metre and 1.75metre
(Bottom, Middle and Top respectively), Outer dia and
thickness of sections 114.3mm x 4.5mm, 88.9mm x
4.05mm and 76.1mm x 3.25mm (Bottom, Middle and
Top respectively) with approx. weight 83kg with base
plate 12mm thick and about 30cm dia. in case of pole
conforming to I.S. 2713 (Part I to III)/ 1980. Each
(iii) Overall length 8.5metre, with planting depth 1.5metre,
length of sections 5metre, 1.75metre and 1.75metre
(Bottom, Middle and Top respectively), Outer dia and
thickness of sections 139.7mm x 5.4mm,114.3mm x
4.5mm and 88.9mm x 3.25mm (Bottom, Middle and Top
respectively) with approx. weight 129kg with base plate
12mm thick and about 30cm dia. in case of pole
conforming to I.S. 2713 (Part I to III)/ 1980. Each
XXXVI. g
(iv)
Overall length 9metre, with planting depth 1.5metre,
length of sections 5metre, 2metre and 2metre (Bottom,
Middle and Top respectively), Outer dia and thickness of
sections 165.1mm x 4.85mm, 139.7mm x 4.5mm and
114.3mm x 3.65mm (Bottom, Middle and Top
respectively) with approx. weight 154kg with base plate
12mm thick and about 30cm dia. in case of pole
conforming to I.S. 2713 (Part I to III)/ 1980. Each
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(v) Overall length 9.5metre, with planting depth 1.8metre,
length of sections 5metre, 2.25metre and 2.25metre
(Bottom, Middle and Top respectively), Outer dia and
thickness of sections 165.1mm x 4.85mm, 139.7mm x
4.5mm and 114.3mm x 3.65mm (Bottom, Middle and
Top respectively) with approx. weight 160kg with base
plate 12mm thick and about 30cm dia. in case of pole
conforming to I.S. 2713 (Part I to III)/ 1980. Each
(vi) Overall length 10metre, with planting depth 1.8metre,
length of sections 5.2metre, 2.4metre and 2.4metre
(Bottom, Middle and Top respectively), Outer dia and
thickness of sections 165.1mm x 4.85mm, 139.7mm x
4.5mm and 114.3mm x 3.65mm (Bottom, Middle and
Top respectively) with approx. weight 168kg with base
plate 12mm thick and about 30cm dia. in case of pole
conforming to I.S. 2713 (Part I to III)/ 1980. Each
XXXVII. Deleted
XXXVIII.
(a to e)
Deleted
XXXIX. Supply and erection of G.I. pipe along the pole for
protection of under ground cables (up to 3metre in
length) :-
a. G.I. pipe 50mm dia. Each
b. G.I. pipe 80mm dia. Each
c. G.I. pipe 100mm dia. Each
XL. Supply and erection of Aerial fuse :-
a. 15Amp. Each
b. 30Amp. Each
31.28 XLI. a. Supply and erection of 40mm dia x 1.5metre long G.I.
pipe bracket of required shape for mounting a
fluorescent street light fitting on steel tubular pole of any
size with 2 No. M.S. flat iron 50mm x 6mm thick clamps
of required shape including connections, erection of the
fitting and painting etc., with two coats of an approved
aluminium paint as desired by the Engineer–in–charge at
site. Each
b. Supply and erection of clamps of desired shape (For
steel tubular pole) for street light bracket including
painting etc., with two coats of an approved aluminium
paint as desired by the Engineer–in–charge at site. Each
XLI. c. Supply and erection of 40mm dia x 2.9metre long G.I.
pipe bracket of required shape for mounting a mercury/
sodium vapour lamp street light fitting on steel tubular
pole of any size and bracket to be fixed on the top of
pole, duly welded with a suitable ring and pipe
arrangement about 20cm overlap and fixed by means of
cross bolts and nuts complete with check nuts, including
connections, erection of the fitting and painting the same
with two coats of an approved aluminium paint as
desired by the Engineer–in–charge at site. Each
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d. Supply and erection of 40mm dia x 2.9metre long G.I.
pipe bracket of required shape for mounting a
fluorescent street light fitting on steel tubular pole of any
size and bracket to be fixed on the top of pole, duly
welded with a suitable ring and pipe arrangement about
20cm overlap and fixed by means of cross bolts and nuts
complete with check nuts, including connections, erection
of the fitting and painting the same with two coats of an
approved aluminium paint as desired by the
Engineer–in–charge at site. Each
e. Supply and erection of 40mm dia x 1.22metre long G.I.
pipe bracket of required shape for mounting a
fluorescent street light fitting on P.C.C. Pole of any size,
including connections and painting the same with two
coats of an approved aluminium paint as desired by the
Engineer–in–charge at site. Each
f. Supply and erection of 40mm dia x 1.5metre long G.I.
pipe bracket of required shape for mounting a
fluorescent street light fitting on P.C.C. Pole of any size
with 2 No. M.S. flat iron 50mm x 6mm thick clamps of
required shape including connections, erection of the
fitting and painting the same with two coats of an
approved aluminium paint as desired by the
Engineer–in–charge at site. Each
g. Supply and erection of clamps of desired shape For
P.C.C. pole) for street light bracket including painting
etc., with two coats of an approved aluminium paint as
desired by the Engineer–in–charge at site. Each
31.29
I. Supply and erection of 20mmdia G.I. suspension rod for
ceiling fan. Metre
31.29 II. Supply and erection of 15mmdia G.I. suspension rod for
ceiling fan. Metre
III. Supply and erection of Girder clamp for ceiling fan. Each
IV. Supply and erection of Girder strut of 50mm x 6mm „T‟
section steel for suspension of fan complete with fan
clamp including painting as required up to 1.5metre
span. Each
V. Supply and erection of additional length of „T‟section
steel for girder strut including painting as required. Metre
VI. Laying under ground cable 1metre below ground level
covered with sand and bricks. Metre
VII. to X. Deleted
XI. Supply and erection of special iron channel 75mm x
40mm wall bracket, 60cm long for converting ceiling fans
in to cinema type bracket including painting etc. Each
XII. Supply and erection of special beam clamp including
supply of suspension hook for fan. Each
XIII. Writing caution notice in three languages. Job
XIV. Supply and erection of Shock restoration chart in glass
frame. Job
MISCELLANEOUS:-
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XV. Supply and erection of M.S. Roof suspension for fan of
75mm wide, 12.5mm thick and 45cm long iron plate with
necessary suspension hook including covering the plate
with cement concrete 1 : 3 : 6. Each
XVI. Supply and erection of 75mm x 40mm steel channel
120cm long with necessary suspension hook including
covering the channel with cement concrete
1 : 3 : 6. Each
XVII. a. Supply and erection of 16mm dia, 90cm long Mild steel
rod made in suitable fan suspension hook placed and
erected in R.C.C. slab for erection of fan. Each
b. Supply and erection of 12mm dia, 90cm long Mild steel
rod made in suitable fan suspension hook placed and
erected in R.C.C. slab for erection of fan. Each
XVIII. a. Supply and erection of 12mm dia, 30cm long Mild steel
rod made in suitable fan suspension hook “S” type. Each
b. Supply and erection of Cast iron fan box (18cm x 10cm x
10cm) with M.S. sheet cover (1.6mm thick) and M.S.
round 16mm/ 12mm dia. 60cm long complete. Each
XIX. Numbering of Ceiling/ Exhaust fans as required. Each
XX. Supply and erection of S.W./ G.I./ C.I./ M.S. pipe
across the road including remetalling the same to
the original form :- (a). S.W. Pipe 100mm dia. Metre
(b). Galvanised iron pipe 100mm dia. Metre
(c). Cast iron pipe 100mm dia. Metre
(d). Mild steel pipe 100mm dia. Metre
XXI. a. Supply and erection of Kit-kat fuse unit 16Amp. 240volts
in the existing M.S./ C.I. box (Including connections).
Each
b. Supply and erection Kit-kat fuse unit 32Amp. 240volts in
the existing M.S./ C.I. box (Including connections). Each
31.29 XXII. Supply and erection of M.S. sheet danger notice
plate at least 2mm thick and vitreous enameled
white on both sides and with inscriptions in the
signal red colour on the front side as required :- (a). Size (71mm x 142mm). Each
(b). Size (142mm x 142mm). Each
(c). Size (142mm x 192mm). Each
(d). Size (192mm x 285mm). Each
XXIII. Supply and erection of suitable compression type
cable socket–gland for under ground cable:-
(a). Up to 2.5mm ² cable. Each
(b). Exceeding 2.5mm² cable but up to 10mm² cable. Each
XXIII. (c). Exceeding10mm² cable but up to 25mm² cable. Each
(d). Exceeding 25mm² cable but up to 50mm² cable. Each
(e). Exceeding 50mm² cable but up to 95mm² cable. Each
(f). Exceeding 95mm² cable but up to 150mm² cable. Each
(g). Exceeding 150mm² cable but up to185mm² cable. Each
(h). Exceeding 185mm² cable but up to 300mm² cable. Each
(i). Exceeding 300mm² cable but up to 400mm² cable. Each
31.30 Deleted
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Description
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31.31
I. a. Supply and erection of 25mm dia., 0.91meter long
tapered in to a point at the top (G.I. rod). Each
b. Supply only of 25mm dia.G.I. rod (Extra length). Metre
II. Erection only of G.I. 7/ 10S.W.G. (10mm dia.) stranded
flexible lightning conductor wire including supply of
suitable iron clamps. Metre
III. Supply and erection of G.I. 7/10S.W.G. (10mm dia.)
stranded flexible lightning conductor wire including
supply of suitable iron clamps. Metre
IV. Providing stranded watering tank (30cm x 30cm x 30cm)
complete with 3mm thick galvanised iron plate cover
provided with chain & locking arrangement. Job
V. Supply and erection of earth electrode of 20mmdia.,
2.75metre long G.I. pipe from ground level, connecting
the 50mm dia.,1.37metre long perforated G.I. pipe. Each
31.32
31.32 I. a. Wiring Fan point without fan box in 1.5mm² Copper
conductor cable with step type electronic fan regulator
100watts. Each
I. b. Wiring Fan point with Sheet Metal fan box (Shape
Hexagonal & Sheet Thickness not less than 1.6mm) in
1.5mm² Copper conductor cable with step type electronic
fan regulator 100watts. Each
II. Wiring light point in 1.5mm² Copper conductor cable.Each
III. Wiring call-bell point in 1.5mm² Copper conductor cable
with bell push and electronic buzzer 230 Volts AC
(including the cost of bell push, electronic buzzer &
powder coated concealed metal box for electronic
buzzer). Each
IV. Wiring 5pin 6Amp. Wall socket (Shuttered) point in
1.5mm² copper conductor cable complete with bonding
to existing earth with 1mm² PVC insulated (Unsheathed)
flame retardant single core multistrand copper conductor
cable. Each
Wiring in P.V.C. insulated Fire Retardant copper conductor ISI
marked (Unsheathed) flexible multistrand cable to be laid in
heavy gauge welded conduit pipe 20mm/25mm dia (1.6mm
thick) ISI marked, recessed in wall etc., complete with powder
coated/anodized concealed metal boxes required for suitable
number of modules, for having electronic fan regulators, bell
push, electronic buzzer, 5pin 6Amp., 6pin 16/20Amp. Sockets
and 6/16/20Amp. Swithces (Screw Type Modular Accessories)
etc., and covered with Frame Plate etc., & including the cost of
required number of modular switches/ sockets, step type
electronic fan regulator 100watts, PVC connector (For Fan Box
and Electronic Buzzer), PVC Bush, Steel Hooks, Circular
Inspection Box (Recessed Type and Deep Type) conduit pipe &
copper wire and other Petty material etc. including the cost of
cutting and filling up of chases:-
LIGHTNING CONDUCTOR :
RECESSED CONDUIT PIPE WIRING SYSTEM WITH MODULAR
SWITCHES:
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V. Wiring 5pin 6Amp. Plug control comprising wall socket
(shuttered) and switch including bonding to existing earth
with 1mm² PVC insulated (Unsheathed) flame retardant
single core multistrand copper conductor cable.
Each
VI. Wiring 6pin 6/16/20Amp. Plug control comprising wall
socket (shuttered) and switch including bonding to
existing earth with 1mm² PVC insulated (Unsheathed)
flame retardant single core multistrand copper conductor
cable. Each
VII. Wiring light point in 1.5mm2
copper conductor cable with
double control switches. Each
31.33
I. a. Wiring Fan point without fan box in 1.5mm² Copper
conductor cable with step type electronic fan regulator
100watts. Each
31.33 I. b. Wiring Fan point with Sheet Metal fan box (Shape
Hexagonal & Sheet Thickness not less than 1.6mm) in
1.5mm² Copper conductor cable with step type electronic
fan regulator 100watts. Each
II. Wiring light point in 1.5mm² Copper conductor cable.Each
III. Wiring call-bell point in 1.5mm² Copper conductor cable
with bell push and electronic buzzer 230 Volts AC
(including the cost of bell push, electronic buzzer &
powder coated concealed metal box for electronic
buzzer). Each
IV. Wiring 5pin 6Amp. Wall socket (Shuttered) point in
1.5mm²copper conductor cable complete with bonding to
existing earth with 1mm² PVC insulated (Unsheathed)
flame retardant single core multistrand copper conductor
cable. Each
V. Wiring 5pin 6Amp. Plug control comprising wall socket
(shuttered) and switch including bonding to existing earth
with 1mm² PVC insulated (Unsheathed) flame retardant
single core multistrand copper conductor cable.
Each
Wiring in P.V.C. insulated Fire Retardant copper conductor ISI
marked (Unsheathed) flexible multistrand cable to be laid in
heavy gauge, uPVC, fire retardant conduit pipe 20mm/25mm
dia. (2mm thick) ISI marked, recessed in wall etc., complete
with powder coated/anodized concealed metal boxes required
for suitable number of modules, for having electronic fan
regulators, bell push, electronic buzzer, 5pin 6Amp., 6pin
16/20Amp. Sockets and 6Amp./16/20Amp. Switches (Screw
Type Modular Accessories) etc., and covered with Frame Plate
etc., & including the cost of required number of modular
switches/sockets, step type electronic fan regulator 100watts,
PVC connector (For Fan Box and Electronic Buzzer), Steel
Hooks, Circular Inspection Box (Recessed Type and Deep
Type) uPVC conduit pipe & copper wire and other Petty
material etc. including the cost of cutting and filling up of
chases:-
RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH
MODULAR SWITCHES:
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VI. Wiring 6pin 6/16/20Amp. Plug control comprising wall
socket (shuttered) and switch including bonding to
existing earth with 1mm² PVC insulated (Unsheathed)
flame retardant single core multistrand copper conductor
cable. Each
VII. Wiring light point in 1.5mm² copper conductor cable with
double control switches. Each
31.34 A SWITCH DISCONNECTOR FUSE UNIT (Without Sheet
Enclosure):
I. Supply and erection of 32Amp. 415volts, 50Hz. Double
Pole Switch Disconnector fuse unit with HRC Fuses
(Panel mounting Cubicle type) in the existing Cubical
Panel confirms to IS:13947 (PartI&III) complete with G.I.
Bolts, Nuts & Connection on both sides of switch with
sutiable size of Thimbles, including cost of HRC fuses
etc. Each
II. Supply and erection of 63Amp. 415volts, 50Hz. Double
Pole Switch Disconnector fuse unit with HRC Fuses
(Panel mounting Cubicle type) in the existing Cubical
Panel confirms to IS:13947 (PartI&III) complete with G.I.
Bolts, Nuts & Connection on both sides of switch with
sutiable size of Thimbles, including cost of HRC fuses
etc. Each
III. Supply and erection of 100Amp. 415volts, 50Hz. Double
Pole Switch Disconnector fuse unit with HRC Fuses
(Panel mounting Cubicle type) in the existing Cubical
Panel confirms to IS:13947 (PartI&III) complete with G.I.
Bolts, Nuts & Connection on both sides of switch with
sutiable size of Thimbles, including cost of HRC fuses
etc. Each
31.34 IV. Supply and erection of 125Amp. 415volts, 50Hz. Double
Pole Switch Disconnector fuse unit with HRC Fuses
(Panel mounting Cubicle type) in the existing Cubical
Panel confirms to IS:13947 (PartI&III) complete with G.I.
Bolts, Nuts & Connection on both sides of switch with
sutiable size of Thimbles, including cost of HRC fuses
etc. Each
V. Supply and erection of 32Amp. 415volts, 50Hz. Triple
Pole and Neutral Switch Disconnector fuse unit with HRC
Fuses (Panel mounting Cubicle type) in the existing
Cubical Panel confirms to IS:13947 (PartI&III) complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles, including cost of
HRC fuses etc. Each
VI. Supply and erection of 63Amp. 415volts, 50Hz. Triple
Pole and Neutral Switch Disconnector fuse unit with HRC
Fuses (Panel mounting Cubicle type) in the existing
Cubical Panel confirms to IS:13947 (PartI&III) complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles, including cost of
HRC fuses etc. Each
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Item No. Unit
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2
VII. Supply and erection of 100Amp. 415volts, 50Hz. Triple
Pole and Neutral Switch Disconnector fuse unit with HRC
Fuses (Panel mounting Cubicle type) in the existing
Cubical Panel confirms to IS:13947 (PartI&III) complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles, including cost of
HRC fuses etc. Each
VIII. Supply and erection of 125Amp. 415volts, 50Hz. Triple
Pole and Neutral Switch Disconnector fuse unit with HRC
Fuses (Panel mounting Cubicle type) in the existing
Cubical Panel confirms to IS:13947 (PartI&III) complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles, including cost of
HRC fuses etc. Each
IX. Supply and erection of 160Amp. 415volts, 50Hz. Triple
Pole and Neutral Switch Disconnector fuse unit with HRC
Fuses (Panel mounting Cubicle type) in the existing
Cubical Panel confirms to IS:13947 (PartI&III) complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles, including cost of
HRC fuses etc. Each
X. Supply and erection of 200Amp. 415volts, 50Hz. Triple
Pole and Neutral Switch Disconnector fuse unit with HRC
Fuses (Panel mounting Cubicle type) in the existing
Cubical Panel confirms to IS:13947 (PartI&III) complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles, including cost of
HRC fuses etc. Each
31.34 XI. Supply and erection of 250Amp. 415volts, 50Hz. Triple
Pole and Neutral Switch Disconnector fuse unit with HRC
Fuses (Panel mounting Cubicle type) in the existing
Cubical Panel confirms to IS:13947 (PartI&III) complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles, including cost of
HRC fuses etc. Each
XII. Supply and erection of 320Amp. 415volts, 50Hz. Triple
Pole and Neutral Switch Disconnector fuse unit with HRC
Fuses (Panel mounting Cubicle type) in the existing
Cubical Panel confirms to IS:13947 (PartI&III) complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles, including cost of
HRC fuses etc. Each
XIII. Supply and erection of 400Amp. 415volts, 50Hz. Triple
Pole and Neutral Switch Disconnector fuse unit with HRC
Fuses (Panel mounting Cubicle type) in the existing
Cubical Panel confirms to IS:13947 (PartI&III) complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles, including cost of
HRC fuses etc. Each
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Item No. Unit
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Description
2
XIV. Supply and erection of 630Amp. 415volts, 50Hz. Triple
Pole and Neutral Switch Disconnector fuse unit with HRC
Fuses (Panel mounting Cubicle type) in the existing
Cubical Panel confirms to IS:13947 (PartI&III) complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles, including cost of
HRC fuses etc. Each
31.34 B SWITCH DISCONNECTOR FUSE UNIT (With Sheet
Enclosure):
I. Supply and erection of 32Amp. 415volts, 50Hz. Double
Pole Switch Disconnector fuse unit with HRC Fuses in
sheet enclosure on the existing surface confirms to
IS:13947 (PartI&III) complete with G.I. Bolts & Nuts/Rag
Bolts & Nuts etc. according to the size of holes in the
body of enclosure and Connection on both sides of
switch with sutiable size of Thimbles including bonding to
existing earth and cost of HRC fuses etc. Each
II. Supply and erection of 63Amp. 415volts, 50Hz. Double
Pole Switch Disconnector fuse unit with HRC Fuses in
sheet enclosure on the existing surface confirms to
IS:13947 (PartI&III) complete with G.I. Bolts & Nuts/Rag
Bolts & Nuts etc. according to the size of holes in the
body of enclosure and Connection on both sides of
switch with sutiable size of Thimbles including bonding to
existing earth and cost of HRC fuses etc. Each
III. Supply and erection of 100Amp. 415volts, 50Hz. Double
Pole Switch Disconnector fuse unit with HRC Fuses in
sheet enclosure on the existing surface confirms to
IS:13947 (PartI&III) complete with G.I. Bolts & Nuts/Rag
Bolts & Nuts etc. according to the size of holes in the
body of enclosure and Connection on both sides of
switch with sutiable size of Thimbles including bonding to
existing earth and cost of HRC fuses etc. Each
31.34 (B) IV. Supply and erection of 125Amp. 415volts, 50Hz. Double
Pole Switch Disconnector fuse unit with HRC Fuses in
sheet enclosure on the existing surface confirms to
IS:13947 (PartI&III) complete with G.I. Bolts & Nuts/Rag
Bolts & Nuts etc. according to the size of holes in the
body of enclosure and Connection on both sides of
switch with sutiable size of Thimbles including bonding to
existing earth and cost of HRC fuses etc. Each
V. Supply and erection of 32Amp. 415volts, 50Hz. Triple
Pole & Neutral Switch Disconnector fuse unit with HRC
Fuses in sheet enclosure on the existing surface
confirms to IS:13947 (PartI&III) complete with G.I. Bolts
& Nuts/Rag Bolts & Nuts etc. according to the size of
holes in the body of enclosure and Connection on both
sides of switch with sutiable size of Thimbles including
bonding to existing earth and cost of HRC fuses etc. Each
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Item No. Unit
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Description
2
VI. Supply and erection of 63Amp. 415volts, 50Hz. Triple
Pole & Neutral Switch Disconnector fuse unit with HRC
Fuses in sheet enclosure on the existing surface
confirms to IS:13947 (PartI&III) complete with G.I. Bolts
& Nuts/Rag Bolts & Nuts etc. according to the size of
holes in the body of enclosure and Connection on both
sides of switch with sutiable size of Thimbles including
bonding to existing earth and cost of HRC fuses etc. Each
VII. Supply and erection of 100Amp. 415volts, 50Hz. Triple
Pole & Neutral Switch Disconnector fuse unit with HRC
Fuses in sheet enclosure on the existing surface
confirms to IS:13947 (PartI&III) complete with G.I. Bolts
& Nuts/Rag Bolts & Nuts etc. according to the size of
holes in the body of enclosure and Connection on both
sides of switch with sutiable size of Thimbles including
bonding to existing earth and cost of HRC fuses etc. Each
VIII. Supply and erection of 125Amp. 415volts, 50Hz. Triple
Pole & Neutral Switch Disconnector fuse unit with HRC
Fuses in sheet enclosure on the existing surface
confirms to IS:13947 (PartI&III) complete with G.I. Bolts
& Nuts/Rag Bolts & Nuts etc. according to the size of
holes in the body of enclosure and Connection on both
sides of switch with sutiable size of Thimbles including
bonding to existing earth and cost of HRC fuses etc. Each
IX. Supply and erection of 160Amp. 415volts, 50Hz. Triple
Pole & Neutral Switch Disconnector fuse unit with HRC
Fuses in sheet enclosure on the existing surface
confirms to IS:13947 (PartI&III) complete with G.I. Bolts
& Nuts/Rag Bolts & Nuts etc. according to the size of
holes in the body of enclosure and Connection on both
sides of switch with sutiable size of Thimbles including
bonding to existing earth and cost of HRC fuses etc. Each
31.34 (B) X. Supply and erection of 200Amp. 415volts, 50Hz. Triple
Pole & Neutral Switch Disconnector fuse unit with HRC
Fuses in sheet enclosure on the existing surface
confirms to IS:13947 (PartI&III) complete with G.I. Bolts
& Nuts/Rag Bolts & Nuts etc. according to the size of
holes in the body of enclosure and Connection on both
sides of switch with sutiable size of Thimbles including
bonding to existing earth and cost of HRC fuses etc. Each
XI. Supply and erection of 250Amp. 415volts, 50Hz. Triple
Pole & Neutral Switch Disconnector fuse unit with HRC
Fuses in sheet enclosure on the existing surface
confirms to IS:13947 (PartI&III) complete with G.I. Bolts
& Nuts/Rag Bolts & Nuts etc. according to the size of
holes in the body of enclosure and Connection on both
sides of switch with sutiable size of Thimbles including
bonding to existing earth and cost of HRC fuses etc. Each
Page 415 CSR-1987 [Re-print]
Item No. Unit
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Description
2
XII. Supply and erection of 320Amp. 415volts, 50Hz. Triple
Pole & Neutral Switch Disconnector fuse unit with HRC
Fuses in sheet enclosure on the existing surface
confirms to IS:13947 (PartI&III) complete with G.I. Bolts
& Nuts/Rag Bolts & Nuts etc. according to the size of
holes in the body of enclosure and Connection on both
sides of switch with sutiable size of Thimbles including
bonding to existing earth and cost of HRC fuses etc. Each
XIII. Supply and erection of 400Amp. 415volts, 50Hz. Triple
Pole & Neutral Switch Disconnector fuse unit with HRC
Fuses in sheet enclosure on the existing surface
confirms to IS:13947 (PartI&III) complete with G.I. Bolts
& Nuts/Rag Bolts & Nuts etc. according to the size of
holes in the body of enclosure and Connection on both
sides of switch with sutiable size of Thimbles including
bonding to existing earth and cost of HRC fuses etc. Each
XIV. Supply and erection of 630Amp. 415volts, 50Hz. Triple
Pole & Neutral Switch Disconnector fuse unit with HRC
Fuses in sheet enclosure on the existing surface
confirms to IS:13947 (PartI&III) complete with G.I. Bolts
& Nuts/Rag Bolts & Nuts etc. according to the size of
holes in the body of enclosure and Connection on both
sides of switch with sutiable size of Thimbles including
bonding to existing earth and cost of HRC fuses etc.Each
31.35 A ON LOAD CHANGEOVER SWITCH (Without Sheet
Enclosure)
I. Supply and erection of 125Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT (Panel mounting Cubical type) in the existing
Cubical Panel Confirms to IS:13947 (PartIII). complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles. Each
II. Supply and erection of 160Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT (Panel mounting Cubical type) in the existing
Cubical Panel Confirms to IS:13947 (PartIII). complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles. Each
31.35 (A) III. Supply and erection of 200Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT (Panel mounting Cubical type) in the existing
Cubical Panel Confirms to IS:13947 (PartIII). complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles. Each
IV. Supply and erection of 250Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT (Panel mounting Cubical type) in the existing
Cubical Panel Confirms to IS:13947 (PartIII). complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles. Each
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2
V. Supply and erection of 320Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT (Panel mounting Cubical type) in the existing
Cubical Panel Confirms to IS:13947 (PartIII). complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles. Each
VI. Supply and erection of 400Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT (Panel mounting Cubical type) in the existing
Cubical Panel Confirms to IS:13947 (PartIII). complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles. Each
VII. Supply and erection of 630Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT (Panel mounting Cubical type) in the existing
Cubical Panel Confirms to IS:13947 (PartIII). complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles. Each
VIII. Supply and erection of 800Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT (Panel mounting Cubical type) in the existing
Cubical Panel Confirms to IS:13947 (PartIII). complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles. Each
IX. Supply and erection of 1000Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT (Panel mounting Cubical type) in the existing
Cubical Panel Confirms to IS:13947 (PartIII). complete
with G.I. Bolts, Nuts & Connection on both sides of
switch with sutiable size of Thimbles. Each
31.35 B ON LOAD CHANGEOVER SWITCH (With Sheet
Enclosure):
I. Supply and erection of 125Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT in sheet enclosure on the existing surface confirms
to IS:13947 (Part III) complete with G.I. Bolts & Nuts/Rag
Bolts & Nuts etc. according to the size of holes in the
body of enclosure and Connection on both sides of
switch with sutiable size of Thimbles including bonding to
the existing earth. Each
31.35 (B) II. Supply and erection of 160Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT in sheet enclosure on the existing surface confirms
to IS:13947 (Part III) complete with G.I. Bolts & Nuts/Rag
Bolts & Nuts etc. according to the size of holes in the
body of enclosure and Connection on both sides of
switch with sutiable size of Thimbles including bonding to
the existing earth. Each
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Item No. Unit
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Description
2
III. Supply and erection of 200Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT in sheet enclosure on the existing surface confirms
to IS:13947 (Part III) complete with G.I. Bolts & Nuts/Rag
Bolts & Nuts etc. according to the size of holes in the
body of enclosure and Connection on both sides of
switch with sutiable size of Thimbles including bonding to
the existing earth. Each
IV. Supply and erection of 250Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT in sheet enclosure on the existing surface confirms
to IS:13947 (Part III) complete with G.I. Bolts & Nuts/Rag
Bolts & Nuts etc. according to the size of holes in the
body of enclosure and Connection on both sides of
switch with sutiable size of Thimbles including bonding to
the existing earth. Each
V. Supply and erection of 320Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT in sheet enclosure on the existing surface confirms
to IS:13947 (Part III) complete with G.I. Bolts & Nuts/Rag
Bolts & Nuts etc. according to the size of holes in the
body of enclosure and Connection on both sides of
switch with sutiable size of Thimbles including bonding to
the existing earth. Each
VI. Supply and erection of 400Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT in sheet enclosure on the existing surface confirms
to IS:13947 (Part III) complete with G.I. Bolts & Nuts/Rag
Bolts & Nuts etc. according to the size of holes in the
body of enclosure and Connection on both sides of
switch with sutiable size of Thimbles including bonding to
the existing earth. Each
VII. Supply and erection of 630Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT in sheet enclosure on the existing surface confirms
to IS:13947 (Part III) complete with G.I. Bolts & Nuts/Rag
Bolts & Nuts etc. according to the size of holes in the
body of enclosure and Connection on both sides of
switch with sutiable size of Thimbles including bonding to
the existing earth. Each
VIII. Supply and erection of 800Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT in sheet enclosure on the existing surface confirms
to IS:13947 (Part III) complete with G.I. Bolts & Nuts/Rag
Bolts & Nuts etc. according to the size of holes in the
body of enclosure and Connection on both sides of
switch with sutiable size of Thimbles including bonding to
the existing earth. Each
31.35 (B) IX. Supply and erection of 1000Amp. 415Volts, 50Hz. Four
Pole On Load Change over Switch with advance neutral
UNIT in sheet enclosure on the existing surface confirms
to IS:13947 (Part III) complete with G.I. Bolts & Nuts/Rag
Bolts & Nuts etc. according to the size of holes in the
body of enclosure and Connection on both sides of
switch with sutiable size of Thimbles including bonding to
the existing earth. Each
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Description
2
31.36 A MOULDED CASE CIRCUIT BREAKER:
(Fixed type thermal and Magnetic setting)
I. Supply and erection of 25-100Amp. 415volts Breaking
Capacity 16KA Three Pole MCCB unit (Fixed type
thermal and Magnetic setting) (Panel mounting Cubical
type) in the existing Cubical Panel Confirms to
IEC:60947-II. Each
II. Supply and erection of 125Amp. 415volts Breaking
Capacity 16KA Three Pole MCCB unit (Fixed type
thermal and Magnetic setting) (Panel mounting Cubical
type) in the existing Cubical Panel Confirms to
IEC:60947-II. Each
III. Supply and erection of 25-100Amp. 415volts Breaking
Capacity 25KA Three Pole MCCB unit (Fixed type
thermal and Magnetic setting) (Panel mounting Cubical
type) in the existing Cubical Panel Confirms to
IEC:60947-II. Each
IV. Supply and erection of 25-100Amp. 415volts Breaking
Capacity 35KA Three Pole MCCB unit (Fixed type
thermal and Magnetic setting) (Panel mounting Cubical
type) in the existing Cubical Panel Confirms to
IEC:60947-II. Each
V. Supply and erection of 125Amp. 415volts Breaking
Capacity 35KA Three Pole MCCB unit (Fixed type
thermal and Magnetic setting) (Panel mounting Cubical
type) in the existing Cubical Panel Confirms to
IEC:60947-II. Each
VI. Supply and erection of 160Amp. 415volts Breaking
Capacity 35KA Three Pole MCCB unit (Fixed type
thermal and Magnetic setting) (Panel mounting Cubical
type) in the existing Cubical Panel Confirms to
IEC:60947-II. Each
VII. Supply and erection of 200Amp. 415volts Breaking
Capacity 35KA Three Pole MCCB unit (Fixed type
thermal and Magnetic setting) (Panel mounting Cubical
type) in the existing Cubical Panel Confirms to
IEC:60947-II. Each
VIII. Supply and erection of 250Amp. 415volts Breaking
Capacity 35KA Three Pole MCCB unit (Fixed type
thermal and Magnetic setting) (Panel mounting Cubical
type) in the existing Cubical Panel Confirms to
IEC:60947-II. Each
IX. Supply and erection of 25-100Amp. 415volts Breaking
Capacity 50KA Three Pole MCCB unit (Fixed type
thermal and Magnetic setting) (Panel mounting Cubical
type) in the existing Cubical Panel Confirms to
IEC:60947-II. Each
31.36A X. Supply and erection of 125Amp. 415volts Breaking
Capacity 50KA Three Pole MCCB unit (Fixed type
thermal and Magnetic setting) (Panel mounting Cubical
type) in the existing Cubical Panel Confirms to
IEC:60947-II. Each
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Description
2
XI. Supply and erection of 160Amp. 415volts Breaking
Capacity 50KA Three Pole MCCB unit (Fixed type
thermal and Magnetic setting) (Panel mounting Cubical
type) in the existing Cubical Panel Confirms to
IEC:60947-II. Each
XII. Supply and erection of 200Amp. 415volts Breaking
Capacity 50KA Three Pole MCCB unit (Fixed type
thermal and Magnetic setting) (Panel mounting Cubical
type) in the existing Cubical Panel Confirms to
IEC:60947-II. Each
XIII. Supply and erection of 250Amp. 415volts Breaking
Capacity 50KA Three Pole MCCB unit (Fixed type
thermal and Magnetic setting) (Panel mounting Cubical
type) in the existing Cubical Panel Confirms to
IEC:60947-II. Each
31.36 B MOULDED CASE CIRCUIT BREAKER:
(Fixed Type Magnetic Setting & Adjustable thermal
setting)I. Supply and erection of 25-100Amp. 415volts Breaking
Capacity 25KA Three Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
II. Supply and erection of 125Amp. 415volts Breaking
Capacity 25KA Three Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
III. Supply and erection of 160Amp. 415volts Breaking
Capacity 25KA Three Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
IV. Supply and erection of 200Amp. 415volts Breaking
Capacity 25KA Three Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
V. Supply and erection of 250Amp. 415volts Breaking
Capacity 25KA Three Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
VI. Supply and erection of 25-100Amp. 415volts Breaking
Capacity 35KA Three Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
31.36 (B) VII. Supply and erection of 125Amp. 415volts Breaking
Capacity 35KA Three Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
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Item No. Unit
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Description
2
VIII. Supply and erection of 160Amp. 415volts Breaking
Capacity 35KA Three Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
IX. Supply and erection of 200Amp. 415volts Breaking
Capacity 35KA Three Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
X. Supply and erection of 250Amp. 415volts Breaking
Capacity 35KA Three Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
XI. Supply and erection of 315-400Amp 415volts Breaking
Capacity 35KA Three Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
XII. Supply and erection of 500-630Amp 415volts Breaking
Capacity 35KA Three Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
XIII. Supply and erection of 800Amp. 415volts Breaking
Capacity 35KA Three Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
31.36 C MOULDED CASE CIRCUIT BREAKER:
(Fixed Type Magnetic Setting & Adjustable thermal
setting)I. Supply and erection of 25-100Amp. 415volts Breaking
Capacity 25 KA Four Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
II. Supply and erection of 125Amp. 415volts Breaking
Capacity 25 KA Four Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
III. Supply and erection of 160Amp. 415volts Breaking
Capacity 25 KA Four Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
31.36 (C) IV. Supply and erection of 200Amp. 415volts Breaking
Capacity 25 KA Four Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
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Item No. Unit
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Description
2
V. Supply and erection of 250Amp. 415volts Breaking
Capacity 25 KA Four Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
VI. Supply and erection of 25-100Amp. 415volts Breaking
Capacity 35KA Four Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
VII. Supply and erection of 125Amp. 415volts Breaking
Capacity 35KA Four Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
VIII. Supply and erection of 160Amp. 415volts Breaking
Capacity 35KA Four Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
IX. Supply and erection of 200Amp. 415volts Breaking
Capacity 35KA Four Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
X. Supply and erection of 250Amp. 415volts Breaking
Capacity 35KA Four Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
XI. Supply and erection of 315-400Amp.415volts Breaking
Capacity 35KA Four Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
XII. Supply and erection of 500-630Amp. 415volts Breaking
Capacity 35KA Four Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
XIII. Supply and erection of 800Amp. 415volts Breaking
Capacity 35KA Four Pole MCCB unit (Fixed Type
Magnetic Setting & Adjustable thermal setting) (Panel
mounting Cubical type) in the existing Cubical Panel
Confirms to IEC:60947-II. Each
31.37 SHEET METAL DOUBLE DOOR DISTRIBUTION
BOARDS FOR (M.C.B'S/ISOLATORS):
Page 422 CSR-1987 [Re-print]
Item No. Unit
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Description
2
31.37 I. Supply and Erection of Sheet Metal Double Door S.P. &
N. distribution Board (dust protected) provided with bus-
bar, neutral-link and din-bar, suitable for incorporating
M.C.B's/Isolators, 4way each including bonding to
existing earth. Each
II. Supply and Erection of Sheet Metal Double Door S.P. &
N. distribution Board (dust protected) provided with bus-
bar, neutral-link and din-bar, suitable for incorporating
M.C.B's/Isolators, 8way each including bonding to
existing earth. Each
III. Supply and Erection of Sheet Metal Double Door S.P. &
N. distribution Board (dust protected) provided with bus-
bar, neutral-link and din-bar, suitable for incorporating
M.C.B's/Isolators, 12way each including bonding to
existing earth. Each
IV. Supply and Erection of Sheet Metal Double Door S.P. &
N. distribution Board (dust protected) provided with bus-
bar, neutral-link and din-bar, suitable for incorporating
M.C.B's/Isolators, 16way each including bonding to
existing earth. Each
V. Supply and Erction of Sheet Metal Double Door T.P. & N.
distribution Board (dust protected) provided with bus-bar,
neutral-link and din-bar, suitable for incorporating
S.P./S.P. & N Isolators or cubical switch for incoming &
single pole M.C.B's for outgoing 4way each including
bonding to existing earth. Each
VI. Supply and Erction of Sheet Metal Double Door T.P. & N.
distribution Board (dust protected) provided with bus-bar,
neutral-link and din-bar, suitable for incorporating
S.P./S.P. & N Isolators or cubical switch for incoming &
single pole M.C.B's for outgoing 6way each including
bonding to existing earth. Each
VII. Supply and Erction of Sheet Metal Double Door T.P. & N.
distribution Board (dust protected) provided with bus-bar,
neutral-link and din-bar, suitable for incorporating
S.P./S.P. & N Isolators or cubical switch for incoming &
single pole M.C.B's for outgoing 8way each including
bonding to existing earth. Each
VIII. Supply and Erction of Sheet Metal Double Door T.P. & N.
distribution Board (dust protected) provided with bus-bar,
neutral-link and din-bar, suitable for incorporating
S.P./S.P. & N Isolators or cubical switch for incoming &
single pole M.C.B's for outgoing 12way each including
bonding to existing earth. Each
IX. Supply and Erction of Sheet Metal Double Door T.P. & N.
(vertical design) distribution Board (dust protected)
provided with bus-bar, neutral-link and din-bar, suitable
for incorporating S.P./S.P. & N Isolators or cubical switch
for incoming & single pole M.C.B's for outgoing 4way
each including bonding to existing earth. Each
Page 423 CSR-1987 [Re-print]
Item No. Unit
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Description
2
31.37 X. Supply and Erction of Sheet Metal Double Door T.P. & N.
(vertical design) distribution Board (dust protected)
provided with bus-bar, neutral-link and din-bar, suitable
for incorporating S.P./S.P. & N Isolators or cubical switch
for incoming & single pole M.C.B's for outgoing 8way
each including bonding to existing earth. Each
XI. Supply and Erction of Sheet Metal Double Door T.P. & N.
(vertical design) distribution Board (dust protected)
provided with bus-bar, neutral-link and din-bar, suitable
for incorporating S.P./S.P. & N Isolators or cubical switch
for incoming & single pole M.C.B's for outgoing 12way
each including bonding to existing earth. Each
31.38 A RESIDUAL CURRENT CIRCUIT BREAKER:
I. Supply and Erection of Residual current circuit breaker
double pole 16/25Amp., Sensitivity 30mA, Suitable for
240/415volts 50 cycles A.C. Supply, including bonding to
existing earth. Each
II. Supply and Erection of Residual current circuit breaker
double pole 32/40Amp., Sensitivity 30mA, Suitable for
240/415volts 50 cycles A.C. Supply, including bonding to
existing earth. Each
III. Supply and Erection of Residual current circuit breaker
double pole 63Amp., Sensitivity 30mA, Suitable for
240/415volts 50 cycles A.C. Supply, including bonding to
existing earth. Each
IV. Supply and Erection of Residual current circuit breaker
double pole 16/25Amp., Sensitivity 100/300mA, Suitable
for 240/415volts 50 cycles A.C. Supply, including
bonding to existing earth. Each
V. Supply and Erection of Residual current circuit breaker
double pole 32/40Amp., Sensitivity 100/300mA, Suitable
for 240/415volts 50 cycles A.C. Supply, including
bonding to existing earth. Each
VI. Supply and Erection of Residual current circuit breaker
double pole 63Amp., Sensitivity 100/300mA, Suitable for
240/415volts 50 cycles A.C. Supply, including bonding to
existing earth. Each
VII. Supply and Erection of Residual current circuit breaker
four pole 16/25Amp., Sensitivity 30mA, Suitable for
240/415volts 50 cycles A.C. Supply, including bonding to
existing earth. Each
VIII. Supply and Erection of Residual current circuit breaker
four pole 32/40Amp., Sensitivity 30mA, Suitable for
240/415volts 50 cycles A.C. Supply, including bonding to
existing earth. Each
IX. Supply and Erection of Residual current circuit breaker
four pole 63Amp., Sensitivity 30mA, Suitable for
240/415volts 50 cycles A.C. Supply, including bonding to
existing earth. Each
X. Supply and Erection of Residual current circuit breaker
four pole 16/25Amp., Sensitivity 100/300mA, Suitable for
240/415volts 50 cycles A.C. Supply, including bonding to
existing earth. Each
Page 424 CSR-1987 [Re-print]
Item No. Unit
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Description
2
31.38A XI. Supply and Erection of Residual current circuit breaker
four pole 32/40Amp., Sensitivity 100/300mA, Suitable for
240/415volts 50 cycles A.C. Supply, including bonding to
existing earth. Each
XII. Supply and Erection of Residual current circuit breaker
four pole 63Amp., Sensitivity 100/300mA, Suitable for
240/415volts 50 cycles A.C. Supply, including bonding to
existing earth. Each
31.38 B RCBO
I. Supply and Erection of RCBO (Earth Leakage, Overload
& Short Circuit Protection Device) double pole
16/25Amp. Sensitivity 30mA, Suitable for 240/415volts
50 cycles A.C. Supply, including bonding to existing
earth. Each
II. Supply and Erection of RCBO (Earth Leakage, Overload
& Short Circuit Protection Device) double pole 32Amp.
Sensitivity 30mA, Suitable for 240/415volts 50 cycles
A.C. Supply, including bonding to existing earth.
Each
III. Supply and Erection of RCBO (Earth Leakage, Overload
& Short Circuit Protection Device) double pole 40Amp.
Sensitivity 30mA, Suitable for 240/415volts 50 cycles
A.C. Supply, including bonding to existing earth.
Each
IV. Supply and Erection of RCBO (Earth Leakage, Overload
& Short Circuit Protection Device) double pole 50Amp.
Sensitivity 30mA, Suitable for 240/415volts 50 cycles
A.C. Supply, including bonding to existing earth.
Each
V. Supply and Erection of RCBO (Earth Leakage, Overload
& Short Circuit Protection Device) double pole
16/25Amp. Sensitivity 100/300mA, Suitable for
240/415volts 50 cycles A.C. Supply, including bonding to
existing earth. Each
VI. Supply and Erection of RCBO (Earth Leakage, Overload
& Short Circuit Protection Device) double pole 32Amp.
Sensitivity 100/300mA, Suitable for 240/415volts 50
cycles A.C. Supply, including bonding to existing earth.
Each
VII. Supply and Erection of RCBO (Earth Leakage, Overload
& Short Circuit Protection Device) double pole 40Amp.
Sensitivity 100/300mA, Suitable for 240/415volts 50
cycles A.C. Supply, including bonding to existing earth.
Each
VIII. Supply and Erection of RCBO (Earth Leakage, Overload
& Short Circuit Protection Device) double pole 50Amp.
Sensitivity 100/300mA, Suitable for 240/415volts 50
cycles A.C. Supply, including bonding to existing earth.
Each
31.39 EARTHING OF METALLIC CASES ETC. (COPPER EARTHING):
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Item No. Unit
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Description
2
31.39 I. Earthing of Sheet metal/ iron clad switches and metallic
cases etc., with (20mm x 3mm) thick copper tape
rivetted to (30 cm x 120 cm x 3mm thick) tinned copper
plate (made cylindrical) burried 10metre below ground
level and surrounded by salt & charcoal dust mixture
including fixing the copper tape on wall and in floor etc. ,
with copper stapples of suitable size up to 13metre in
length . Each
II. Earthing of Sheet metal/ iron clad switches and metallic
cases etc., with (20mm x 3mm) thick copper tape
rivetted to (30 cm x 120 cm x 3mm thick) tinned copper
plate (made cylindrical) burried 20metre below ground
level and surrounded by salt & charcoal dust mixture
including fixing the copper tape on wall and in floor etc. ,
with copper stapples of suitable size up to 23metre in
length . Each
III. Earthing of Sheet metal/ iron clad switches and metallic
cases etc., with (20mm x 3mm) thick copper tape
rivetted to (30 cm x 120 cm x 3mm thick) tinned copper
plate (made cylindrical) burried 30metre below ground
level and surrounded by salt & charcoal dust mixture
including fixing the copper tape on wall and in floor etc. ,
with copper stapples of suitable size up to 33metre in
length . Each
IV. Earthing of Sheet metal/ iron clad switches and metallic
cases etc., with (25mm x 3mm) thick copper tape
rivetted to (30 cm x 120 cm x 3mm thick) tinned copper
plate (made cylindrical) burried 10metre below ground
level and surrounded by salt & charcoal dust mixture
including fixing the copper tape on wall and in floor etc. ,
with copper stapples of suitable size up to 13metre in
length . Each
V. Earthing of Sheet metal/ iron clad switches and metallic
cases etc., with (25mm x 3mm) thick copper tape
rivetted to (30 cm x 120 cm x 3mm thick) tinned copper
plate (made cylindrical) burried 20metre below ground
level and surrounded by salt & charcoal dust mixture
including fixing the copper tape on wall and in floor etc. ,
with copper stapples of suitable size up to 23metre in
length . Each
VI. Earthing of Sheet metal/ iron clad switches and metallic
cases etc., with (25mm x 3mm) thick copper tape
rivetted to (30 cm x 120 cm x 3mm thick) tinned copper
plate (made cylindrical) burried 30metre below ground
level and surrounded by salt & charcoal dust mixture
including fixing the copper tape on wall and in floor etc. ,
with copper stapples of suitable size up to 33metre in
length . Each
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Description
2
31.39 VII. Earthing of Sheet metal/ iron clad switches and metallic
cases etc., with (32mm x 3mm) thick copper tape
rivetted to (30 cm x 120 cm x 3mm thick) tinned copper
plate (made cylindrical) burried 10metre below ground
level and surrounded by salt & charcoal dust mixture
including fixing the copper tape on wall and in floor etc. ,
with copper stapples of suitable size up to 13metre in
length. Each
VIII. Earthing of Sheet metal/ iron clad switches and metallic
cases etc., with (32mm x 3mm) thick copper tape
rivetted to (30 cm x 120 cm x 3mm thick) tinned copper
plate (made cylindrical) burried 20metre below ground
level and surrounded by salt & charcoal dust mixture
including fixing the copper tape on wall and in floor etc. ,
with copper stapples of suitable size up to 23metre in
length. Each
IX. Earthing of Sheet metal/ iron clad switches and metallic
cases etc., with (32mm x 3mm) thick copper tape
rivetted to (30 cm x 120 cm x 3mm thick) tinned copper
plate (made cylindrical) burried 30metre below ground
level and surrounded by salt & charcoal dust mixture
including fixing the copper tape on wall and in floor etc. ,
with copper stapples of suitable size up to 33metre in
length. Each
X. Earthing of Sheet metal/ iron clad switches and metallic
cases etc., with 8SWG (4mm dia)copper wire run
through 15mm dia G.I. Pipe complete with connecting
the copper wire to (30cm x 60cm x 3mm thick) tinned
copper plate (made cylindrical) burried 10metre below
ground level and surrounded by salt & charcoal dust
mixture including fixing the G.I. Pipe on wall and floor
etc. upto 13 meter in length. Each
Note :- Rates of item No. 31.32 to 31.39 are based on September 2008.
Page 427 CSR-1987 [Re-print]
Through rate
4
129.00
111.00
112.00
31.00
69.00
45.00
54.00
149.00
22.00
CHAPTER NO. 31
Page 428 CSR-1987 [Re-print]
Through rate
4
142.00
170.00
110.00
126.00
85.00
48.00
65.00
50.00
159.00
31.00
119.00
104.00
99.00
71.00
29.50
Page 429 CSR-1987 [Re-print]
Through rate
4
42.00
47.00
136.00
19.00
2.00
1.20
16.00
18.00
21.00
25.00
32.00
48.00
7.70
2.10
3.10
4.80
6.85
10.30
18.00
Page 430 CSR-1987 [Re-print]
Through rate
4
1.60
2.40
3.90
34.00
34.00
37.00
41.00
48.00
52.00
59.00
73.00
35.00
Page 431 CSR-1987 [Re-print]
Through rate
4
36.00
39.00
44.00
51.00
58.00
64.00
76.00
96.00
111.00
128.00
160.00
181.00
216.00
237.00
289.00
361.00
62.00
81.00
Page 432 CSR-1987 [Re-print]
Through rate
4
85.00
108.00
125.00
151.00
182.00
208.00
253.00
277.00
331.00
424.00
36.00
39.00
43.00
45.00
58.00
19.00
Page 433 CSR-1987 [Re-print]
Through rate
4
19.00
21.00
26.00
33.00
37.00
44.00
58.00
20.00
21.00
24.00
29.00
36.00
43.00
49.00
61.00
81.00
96.00
113.00
Page 434 CSR-1987 [Re-print]
Through rate
4
143.00
164.00
199.00
220.00
272.00
344.00
47.00
66.00
69.00
93.00
110.00
135.00
164.00
190.00
235.00
260.00
313.00
406.00
Page 435 CSR-1987 [Re-print]
Through rate
4
21.00
24.00
28.00
30.00
42.00
15.00
15.00
17.00
20.00
28.00
33.00
44.00
53.00
16.00
17.00
19.00
Page 436 CSR-1987 [Re-print]
Through rate
4
22.00
30.00
39.00
51.00
64.00
79.00
92.00
111.00
142.00
165.00
198.00
222.00
270.00
339.00
43.00
55.00
70.00
89.00
Page 437 CSR-1987 [Re-print]
Through rate
4
108.00
129.00
168.00
192.00
236.00
258.00
311.00
402.00
18.00
19.00
21.00
26.00
37.00
46.00
60.00
72.00
Page 438 CSR-1987 [Re-print]
Through rate
4
11.00
12.00
13.00
16.00
24.00
30.00
36.00
44.00
12.00
13.00
15.00
18.00
26.00
35.00
42.00
55.00
72.00
85.00
Page 439 CSR-1987 [Re-print]
Through rate
4
105.00
129.00
153.00
186.00
209.00
256.00
326.00
39.00
45.00
61.00
83.00
101.00
122.00
155.00
179.00
223.00
245.00
298.00
Page 440 CSR-1987 [Re-print]
Through rate
4
388.00
14.00
15.00
17.00
22.00
33.00
42.00
51.00
63.00
22.00
23.00
25.00
29.00
36.00
41.00
53.00
Page 441 CSR-1987 [Re-print]
Through rate
4
67.00
24.00
25.00
27.00
32.00
40.00
46.00
58.00
70.00
88.00
102.00
125.00
156.00
177.00
212.00
233.00
285.00
357.00
50.00
75.00
78.00
100.00
117.00
142.00
178.00
Page 442 CSR-1987 [Re-print]
Through rate
4
203.00
249.00
273.00
327.00
420.00
25.00
28.00
32.00
34.00
46.00
27.00
28.00
30.00
34.00
41.00
46.00
54.00
68.00
Page 443 CSR-1987 [Re-print]
Through rate
4
29.00
30.00
33.00
37.00
45.00
52.00
59.00
71.00
89.00
103.00
121.00
151.00
172.00
207.00
228.00
280.00
352.00
55.00
76.00
79.00
101.00
117.00
143.00
173.00
198.00
Page 444 CSR-1987 [Re-print]
Through rate
4
244.00
268.00
327.00
415.00
30.00
33.00
37.00
39.00
52.00
20.00
24.00
33.00
34.00
48.00
65.00
23.00
27.00
35.00
36.50
50.00
67.00
9.90
12.00
16.50
22.00
36.00
13.00
15.50
Page 445 CSR-1987 [Re-print]
Through rate
4
19.00
24.00
37.50
8.80
9.70
12.25
17.50
24.00
33.00
5.05
5.70
7.60
9.50
14.00
18.00
7.15
8.20
16.00
5.10
6.60
13.00
Category A
For Brands
Confirming to
I.S. Standard
(duly
approved)
Page 446 CSR-1987 [Re-print]
Through rate
4
60.00
116.00
140.00
119.00
148.00
294.00
473.00
859.00
146.00
195.00
390.00
689.00
1271.00
1565.00
2835.00
152.00
201.00
403.00
699.00
1290.00
1584.00
2886.00
126.00
Page 447 CSR-1987 [Re-print]
Through rate
4
160.00
335.00
834.00
1078.00
168.00
241.00
441.00
727.00
1183.00
1544.00
2266.00
2783.00
207.00
273.00
504.00
854.00
1246.00
1597.00
2424.00
2834.00
21219.00
Page 448 CSR-1987 [Re-print]
Through rate
4
29390.00
22028.00
31099.00
86.00
87.00
109.00
178.00
216.00
196.00
197.00
241.00
292.00
292.00
355.00
386.00
387.00
456.00
Page 449 CSR-1987 [Re-print]
Through rate
4
72.00
84.00
100.00
146.00
165.00
210.00
210.00
253.00
305.00
293.00
331.00
369.00
55.00
55.00
182.00
55.00
221.00
Page 450 CSR-1987 [Re-print]
Through rate
4
228.00
281.00
319.00
622.00
774.00
815.00
1018.00
635.00
828.00
1030.00
206.00
244.00
Page 451 CSR-1987 [Re-print]
Through rate
4
333.00
402.00
580.00
1903.00
158.00
266.00
355.00
274.00
324.00
Page 452 CSR-1987 [Re-print]
Through rate
4
406.00
590.00
691.00
349.00
475.00
614.00
828.00
1030.00
711.00
762.00
800.00
Page 453 CSR-1987 [Re-print]
Through rate
4
914.00
1123.00
776.00
839.00
943.00
1205.00
1345.00
2155.00
1133.00
1197.00
1288.00
Page 454 CSR-1987 [Re-print]
Through rate
4
1622.00
2267.00
2925.00
153.00
255.00
331.00
Page 455 CSR-1987 [Re-print]
Through rate
4
217.00
293.00
331.00
514.00
603.00
267.00
361.00
431.00
562.00
Page 456 CSR-1987 [Re-print]
Through rate
4
701.00
382.00
464.00
528.00
636.00
838.00
586.00
713.00
797.00
Page 457 CSR-1987 [Re-print]
Through rate
4
991.00
1162.00
1649.00
880.00
957.00
1073.00
1211.00
1407.00
1913.00
Page 458 CSR-1987 [Re-print]
Through rate
4
1092.00
1202.00
1372.00
48.00
1116.00
1326.00
1575.00
279.00
303.00
327.00
84.00
91.00
100.00
818.00
Page 459 CSR-1987 [Re-print]
Through rate
4
842.00
874.00
359.00
419.00
551.00
1309.00
879.00
1049.00
1258.00
1432.00
1508.00
1929.00
2560.00
3211.00
4212.00
516.00
583.00
790.00
1548.00
1873.00
42.00
57.00
68.00
351.00
409.00
476.00
568.00
548.00
Page 460 CSR-1987 [Re-print]
Through rate
4
778.00
695.00
977.00
110.00
134.00
180.00
217.00
261.00
107.00
112.00
115.00
126.00
114.00
122.00
141.00
148.00
151.00
158.00
172.00
165.00
181.00
199.00
142.00
156.00
175.00
219.00
241.00
265.00
296.00
407.00
Page 461 CSR-1987 [Re-print]
Through rate
4
522.00
631.00
704.00
1112.00
1914.00
202.00
226.00
275.00
Page 462 CSR-1987 [Re-print]
Through rate
4
318.00
364.00
198.00
201.00
207.00
218.00
206.00
220.00
234.00
241.00
244.00
259.00
274.00
268.00
284.00
299.00
240.00
255.00
276.00
322.00
347.00
374.00
405.00
519.00
Page 463 CSR-1987 [Re-print]
Through rate
4
23.00
27.00
24.00
27.00
29.00
33.00
125.00
357.00
363.00
417.00
Page 464 CSR-1987 [Re-print]
Through rate
4
330.00
1231.00
1353.00
1474.00
1.45
0.48
2.10
15.00
12.70
16.50
13.85
Page 465 CSR-1987 [Re-print]
Through rate
4
20.00
18.60
37.00
50.00
62.00
4.40
4.90
4.80
21.50
18.50
17.50
20.00
16.00
52.00
58.00
Page 466 CSR-1987 [Re-print]
Through rate
4
57.00
64.00
10.00
12.50
95.00
102.00
22.00
Page 467 CSR-1987 [Re-print]
Through rate
4
6.50
19.00
22.00
32.00
35.00
6.40
11.40
8.70
7.50
1.30
6.30
1.10
9.50
0.80
0.90
1.05
1.25
1.35
1.60
2.00
2.30
2.80
11.50
2.15
Page 468 CSR-1987 [Re-print]
Through rate
4
28.50
25.00
37.00
41.00
42.00
55.00
60.00
23.00
28.00
30.00
42.00
48.00
3.65
69.00
91.00
123.00
Page 469 CSR-1987 [Re-print]
Through rate
4
193.00
12.00
15.00
19.00
26.00
123.00
160.00
211.00
17.00
22.00
29.00
62.00
Page 470 CSR-1987 [Re-print]
Through rate
4
95.00
84.00
112.00
106.00
160.00
145.00
215.00
11.30
15.20
18.30
22.00
Page 471 CSR-1987 [Re-print]
Through rate
4
54.00
78.00
41.00
11.50
31.00
48.00
2.80
6.40
9.40
4.00
19.00
18.00
22.00
29.00
42.00
50.00
2.00
10.00
6.00
7.00
9.00
32.00
Page 472 CSR-1987 [Re-print]
Through rate
4
45.00
36.00
45.00
16.00
146.00
187.00
155.00
142.00
181.00
230.00
61.00
99.00
202.00
229.00
253.00
18.00
10.50
14.00
Page 473 CSR-1987 [Re-print]
Through rate
4
19.00
27.00
82.00
45.00
16.00
508.00
368.00
400.00
69.00
19.50
13.00
15.00
19.65
4.05
2.60
3.85
41.00
39.00
44.00
41.00
Page 474 CSR-1987 [Re-print]
Through rate
4
0.90
5.40
3.65
7.10
4.50
19.00
34.00
70.00
356.00
8.50
9.00
11.70
12.60
16.00
Page 475 CSR-1987 [Re-print]
Through rate
4
18.00
23.00
16.00
7.40
8.10
389.00
643.00
1008.00
Page 476 CSR-1987 [Re-print]
Through rate
4
781.00
872.00
1225.00
1443.00
1503.00
Page 477 CSR-1987 [Re-print]
Through rate
4
1582.00
735.00
827.00
1174.00
1381.00
Page 478 CSR-1987 [Re-print]
Through rate
4
1440.00
1520.00
226.00
318.00
501.00
5.80
9.15
136.00
31.00
190.00
Page 479 CSR-1987 [Re-print]
Through rate
4
160.00
82.00
136.00
35.00
24.00
20.50
17.00
113.00
35.00
16.50
133.00
43.00
4.60
34.00
Page 480 CSR-1987 [Re-print]
Through rate
4
48.00
80.00
12.50
8.00
4.50
42.00
1.80
37.00
153.00
98.00
91.00
18.00
28.00
10.20
11.50
14.00
18.00
6.10
7.40
14.00
17.00
21.00
23.50
30.50
60.00
99.00
Page 481 CSR-1987 [Re-print]
Through rate
4
137.00
25.00
4.55
9.60
111.00
203.00
990.00
1097.00
741.00
974.00
608.00
Page 482 CSR-1987 [Re-print]
Through rate
4
349.00
359.00
1120.00
722.00
803.00
505.00
737.00
467.00
322.00
Page 483 CSR-1987 [Re-print]
Through rate
4
350.00
814.00
1257.00
1773.00
3646.00
3784.00
1366.00
1998.00
Page 484 CSR-1987 [Re-print]
Through rate
4
3843.00
4333.00
3906.00
5828.00
6901.00
9173.00
11300.00
Page 485 CSR-1987 [Re-print]
Through rate
4
18306.00
1813.00
2221.00
4255.00
4397.00
2230.00
Page 486 CSR-1987 [Re-print]
Through rate
4
2877.00
5104.00
5567.00
6882.00
7430.00
8967.00
Page 487 CSR-1987 [Re-print]
Through rate
4
11280.00
13441.00
21552.00
6658.00
7236.00
8818.00
12488.00
Page 488 CSR-1987 [Re-print]
Through rate
4
13156.00
19159.00
22700.00
32567.00
53348.00
8865.00
10269.00
Page 489 CSR-1987 [Re-print]
Through rate
4
10996.00
15085.00
16074.00
23316.00
27266.00
38979.00
66532.00
Page 490 CSR-1987 [Re-print]
Through rate
4
2506.00
3664.00
2880.00
3872.00
4565.00
5421.00
6639.00
10120.00
5224.00
6100.00
Page 491 CSR-1987 [Re-print]
Through rate
4
6567.00
7499.00
11302.00
3112.00
3604.00
3788.00
4453.00
5050.00
3844.00
3964.00
Page 492 CSR-1987 [Re-print]
Through rate
4
5482.00
6588.00
10164.00
12368.00
15116.00
18894.00
4393.00
6042.00
6854.00
8669.00
Page 493 CSR-1987 [Re-print]
Through rate
4
10498.00
4427.00
5049.00
6810.00
9106.00
12309.00
16455.00
17741.00
24764.00
Page 494 CSR-1987 [Re-print]
Through rate
4
699.00
923.00
1204.00
1466.00
1835.00
2261.00
2800.00
3835.00
4222.00
Page 495 CSR-1987 [Re-print]
Through rate
4
5337.00
6818.00
1349.00
1422.00
1916.00
1312.00
1400.00
1835.00
1726.00
1748.00
1993.00
1661.00
Page 496 CSR-1987 [Re-print]
Through rate
4
1690.00
1946.00
1217.00
1275.00
1330.00
1630.00
1272.00
1338.00
1378.00
1711.00
Page 497 CSR-1987 [Re-print]
Through rate
4
9155.00
12337.00
15519.00
10012.00
13797.00
17582.00
Page 498 CSR-1987 [Re-print]
Through rate
4
11213.00
15844.00
20475.00
5001.00
Rates of item No. 31.32 to 31.39 are based on September 2008.
Page 499 CSR-1987 [Re-print]
1
2
3
Sr. No. Description Unit Rate Remarks
1 2 3 4 5
32.1 Diesel Road Roller (8 – 10 tonne). Per-day 300.00 --
32.2 Diesel truck/Tipper. Per-day 330.00 --
32.3 Concrete Mixture. Per-day 100.00 --
32.4 Concrete Vibrator. Per-day 42.00 --
32.5 Pumping Set up to 5 H.P. Per-day 60.00 --
32.6 Floor grinding machine. Per-day 50.00 --
32.7 Tar boiler. Per-day 260.00 --
32.8 Hot Mix Plant 6 – 8 T.P.H. Capacity. Per-day 890.00 --
32.9 Tractor with disc harrows. Per-day 180.00 --
32.10 Paver Finisher 60 T.P.H. Capacity. Per-day 610.00 --
These Charges are for estimation purposes and not for hiring of private machinery from the market
for which competitive tenders/quotations shall be called and approval of the appropriate authority
obtained.
These charges are inclusive of all P.O.L. charges in case of item Nos. 32.1, 32.2, 32.7, 32.8, 32.9
& 32.10, but exclusive of these for other items for which the petrol and lubricants will be provided
by the user.
CHAPTER NO. 32
HIRE CHARGES OF MACHINERY
These rates are applicable to Departmental works only.
Notes :-
Page 427 CSR-1987 [Re-print]
(i)
(ii)
(iii)
(iv)
(v)
(vi)
Sr. No. Unit Through
Rate
1 3 4
33.1
Cum. 49.00
33.2
100 Sqm. 42.50
33.3
100 Sqm. 52.00
33.4
100 Sqm. 50.50
33.5
100 Sqm. 84.00
33.6
100 Sqm. 123.00
Turfing lawns with fine grassing including ploughing, dressing including
breaking of clods removal of rubbish dressing and supplying of doob
grass roots at 10 cm apart including supplying and spreading of manure
at the rate of 0.60 cum per 100 sqm.
Turfing slopes of new banks with rough grassing including preparation of
ground, supplying and planting doob grass roots, at 15cm. apart
supplying and spreading manure at the rate 0.18 cum per 100 sqm.
Turfing slopes of old banks, with rough grassing including preparation of
ground, supplying and planting doob grass roots, at 15cm. apart,
supplying and spreading manure at the rate of 0.18 cum per 100 sqm
and loosening soil with kassi.
Making lawns including ploughing and dragging with sohaga breaking of
clods removal of earth rubbish dressing and supplying doob grass roots
and planting at 15 cm. apart including supplying of manure at the rate of
0.18 cum per 100 sqm & loosening soil with kassi.
Maintenance of lawns or turfing of slopes (rough grassing) for a period of
one year including water etc.
Stacks of well decayed farm yard manure 32.5 cm in height, shall be measured and paid for 30 cm
height.
The labour rates include the cost of water charges.
The rates noted below are applicable for gardening works in lawns of the buildings, road sides, high
slopes, canal embankments and arboriculture. The depth required to be excavated for planting of
trees/grass etc. shall be decided by the Engineer-in-charge with due difference to the site and
climatic conditions. The actual volume of excavated soil/earth shall be paid according to the
classification of soil. In case longer lead and lift is involved in the execution of a particular item,
additional rates shall be paid.
Supplying at site of work well decayed farm yard manure, from approved
source, including screening and stacking.
The procurement of earth/sludge or manure shall be from the sources as specified by the Engineer-
in-charge. In case these are imported from a distant place longer than the ones specified in the
items additional rates shall be paid on the basis of cheapest mode of transport.
The cost of saplings/shrubs or grass etc., if specifically procured for planting shall be paid
separately
Description
2
CHAPTER NO. 33
HORTICULTURE
Notes :-
The rates given under this chapter are subject to the following conditions in addition to the
conditions laid down in the P.W.D. specifications.
Page 428 CSR-1987 [Re-print]
Sr. No. Unit Through
Rate
1 3 4
Description
2
33.7
100 Sqm. 149.00
33.8
100 Metre 1084.00
33.9
100 Metre 506.00
33.10
(i) Hole 1.2 metres dia and 1.2 metres deep. Each 10.30
(ii) Hole 0.60 metres dia and 0.60 metres deep. Each 1.65
33.11
per meter 2.75
33.12
100 Sqm. 93.00
33.13
Each 125.00
33.14
Each 277.00
33.15
(i) A coat of coal tar Sqm. 29.00
(ii) Two or more coats of ready mixed paint of approved quality and
shade over a priming coat. Sqm. 44.50
Digging holes in all kinds of soil, and refilling the same with the excavated
earth, mixed with well decayed farm yard manure (Cost of well decayed
farm yard manure to be paid separately.)
Maintenance of lawns with fine grassing for the first year including
watering etc.
Providing fixing M.S. plates iron/tree guard 60 cm. dia and 2 metres high
above ground level, formed of 4 Nos., 25mm. X 6mm and 6 No. 25mm x
3mm vertical M.S flats rivetted to 3 Nos. 25mm x 6mm M.S plates iron
rings in two halves bolted together with 8mm dia & 30mm long bolt
including painting two coats with paint of approved brand and
manufacture over a coat of priming complete in all respects.
Making tree guard 53cm. dia, and 1.3 metre high as per design from
empty coal tar/Bitumen drums specified for by the department including
providing and fixing 2 Nos. M.S sheet rings 50mm x 0.5mm with rivets
complete in all respects including painting in side and out side.
Planting permanent hedges including digging of trenches 60cm wide and
45 cm. deep, refilling the excavated earth mixed with manure, supplied at
the rate of 4.65 Cum. Per 100 metres, and supplying and planting hedge
plants at 30cm. apart.
Maintaining the hedges for the first two years including watering etc.
complete.
Edging with 2nd class bricks laid dry length wise, including excavation,
refilling, consolidating with hand packing and spreading neatly surplus
earth with a lead of 50 metres.
Renovating lawns including weeding, cheeling the grass, forking the
ground, top dressing with forked soil, watering and maintaining the lawns
for 30 days or more, till the grass forms a thick lawn, free from weeds
and fit for moving and disposal of rubbish as directed including supplying
good earth if needed but excluding the cost of well decayed farm yard
manure.
Half brick circular tree Guard in 2nd class bricks internal dia. 1.25 metres
and height 1.2 metres above ground and 0.20 metres below ground
bottom two courses laid dry and top three courses in cement mortar (1:6)
1 cement and 6 sand and the intermediate courses being in dry/honey
comb masonry as per standard design complete.
Page 429 CSR-1987 [Re-print]
Sr. No. Unit Through
Rate
1 3 4
Description
2
33.16
Each 21.50
33.17
(i) Maintenance of the tree for the Ist year including watering etc. Each 48.00
(ii) Maintenance of the tree for the 2nd year including watering etc. Each 40.00
(iii) Maintenance of the tree for the 3rd year including watering etc.
Each 37.00
(iv) Maintenance of the tree for 4th & 5th year including watering etc. Each 32.00
33.18
Each 13.50
33.19
Each 35.50
33.20
Each 8.30
33.21
Sqm. 35.00
33.22
Sqm. 146.00
33.23
Sqm. 110.00
33.24
Sqm. 127.00
33.25
Sqm. 554.00
Planting permanent shrubs including digging of pits on earth size 0.60m x
0.60m.x 0.60m deep, refilling the excavated earth mixed with manure,
supplied at the rate of 0.056 Cum each and watering supply through the
tractor tanker.
Maintenance of shrub for one year including watering through tractor
tanker.
Supply and maintenance of thorny bush around the tree with manual
labour.
Supplying and planting permanent trees including digging of earth pits
size 75 cm x 75 cm x 75cm deep refilling the excavated earth mixed with
manure supplied at the rate of 0.113 Cum. each and watering, supplying
through tractor tanker.
MAINTENANCE OF THE TREE
Planting selection No.1, Superior Quality grass with machinery including
ploughing the land leveling and dressing applying for made manure in
25mm layer, application of insecticide / pesticide to safeguard against
soil born insect/pests. Supplying and planting superior quality grass 7 to
10cm apart, weeding at 15 days interval for one month, top dressing with
soil, sand, FYM, mixture in 25mm layer over uneven surface 1:1:1 ratio.
Planting ground cover plants including digging and refilling of beds with
excavated soil and FYM, fertilizer and insecticides. Planting of sapling at
300mm distance of plant to plant and row to row, providing and fixing
brick tile edging.
Planting flower beds including digging and refilling of beds with excavated
soil and FYM fertilizer and insecticides planting of sapling at 300mm
distance of plant to plant and row to row.
Planting rose beds including digging and refilling of beds with excavated
soil and FYM fertilizer and insecticides planting of sapling at distance of
75 cm. plant to plant and row to row.
Creating earth mounds making desirable grade 1.20mtr. with plantation,
brick tiles and white stones including supply of earth, ground cover
plants, rare plants, supplying and fixing brick tiles for making boxes,
supplying white stone of average 15cm. size and fixing in position.
Page 430 CSR-1987 [Re-print]
Sr. No. Unit Through
Rate
1 3 4
Description
2
33.26
Sqm. 231.00
33.27
Each 655.00
33.28
Sqm. 65.00
33.29
Sqm. 219.00
33.30
Sqm. 63.00
33.31
Each 1204.00
Note :-
Planting rare & specimen plants including digging and refilling of beds
with excavated soil and FYM, fertilizer and insecticides, planting of
sapling in groups, providing and fixing brick tile edging.
Maintenance of ground cover plants for one year including 27 No.
waterings @ 4 waterings in the month of March, April, May and June, two
No. irrigations each in the month of February, October, November and
December and one irrigation each in July, August and September or as
per requirement of seasonal variations. 15 Nos. hoeings @ two hoeing
each in the month of July, Aug. & Sept. and one hoeing each in the
remaining 9 months, manuring with well rotten farmyard manure two
times in a year each time, providing and applying of fertilizers, plant
protection measures, training of plants and replacement of causalities.
Planting ground cover (rare plants) including digging and refilling of beds
with excavated soil and FYM, fertilizer and insecticides, planting of
sapling at 300mm distance of plant to plant and row to row, providing
and fixing brick tile edging.
Rates of item No. 33.21 to 33.31 are based on September 2008.
Maintenance of flower beds for one year including 27 No. waterings @ 4
waterings in the month of March, April, May and June, two No. irrigations
each in the month of February, October, November and December and
one irrigation each in July, August and September or as per requirement
of seasonal variations. 15 Nos. hoeings @ two hoeing each in the month
of July, Aug. & Sept. and one hoeing each in the remaining 9 months,
manuring with well rotten farmyard manure two times in a year each
time, providing and applying of fertilizers, plant protection measures,
training of plants and replacement of causalities.
Maintenance of rose beds for one year including 27 No. waterings @ 4
waterings in the month of March, April, May and June, two No. irrigations
each in the month of February, October, November and December and
one irrigation each in July, August and September or as per requirement
of seasonal variations. 15 Nos. hoeings @ two hoeing each in the month
of July, Aug. & Sept. and one hoeing each in the remaining 9 months,
manuring with well rotten farmyard manure two times in a year each
time, providing and applying of fertilizers, plant protection measures,
training of plants and replacement of causalities.
Providing and fixing steel tree guards having 3 Nos. legs of angel iron
size 25x25x3mm 1.8 mtr. height, 3 Nos. rings of MS bars 8mm thickness
60 cm. dia and fixing of wire mesh size 3.81x7.62 cm. around the angel
iron name plate 200mmx25mmx18 gauge including painting 2 coat with
ISI marked ready mixed paint after one priming coat of metal primer.
Page 431 CSR-1987 [Re-print]
(i)
(ii)
Sr. No. Unit Labour
Rate
(Rs.)
Through
Rate
(Rs.)
1 3 4 5
34.1
(a) with cement sand mortar 1:4Sqm. 5.90 12.00
(b) with cement sand mortar 1:7Sqm. 5.90 9.40
(c) with cement lime mortar and sand 1:1:7Sqm. 5.90 12.50
34.2
(a) Door chowkats (1.22 M. x 2.06 M.)Each 28.00 37.50
(b) Window chowkats (1.52 M. x 1.22 M.)Each 24.00 31.50
(c) Clerestorey window chowkats (1.22 M. x 0.45 M.)Each 24.00 28.50
34.3
(a) for door chowkats (1.22 M. x 2.06 M.) Each 43.50 60.50
(b) for window chowkats (1.52 M. x 1.22 M.) Each 40.00 55.50
(c) for clerestorey window (1.22 M. x 0.46 M.) Each 37.00 45.00
Repairs to plaster in patches of area 2.5 sqm. and under including
cutting the patch in proper shape and preparing and plastering the
surface of the walls complete including disposal of rubbish to the
dumping ground within 50 metres lead :--
Fixing chowkats in existing opening including embedding chowkats
in floors or walls, cutting masonry for hold fasts embedding hold
fasts in cement concrete holes with cement concrete 1:3:6, painting
two coats of bitumen to sides of chowkats and making good the
damages to walls and floors as required complete including
disposal of rubbish to the dumping ground within 50 metre lead :--
Making the opening in brick masonry including dismantling, fixing,
chowkats in floor or walls, cutting masonry & fixing hold fasts in
cement concrete 1:3:6, painting two coats of coal tar to sides of
chowkats and making good the damages to walls and floors
complete to match the existing surface :--
Description
2
CHAPTER NO. 34
MAINTENANCE OF BUILDINGS AND ROADS
Notes :-
MISCELLANEOUS
The rates given below are labour rates unless otherwise stated.
Unless otherwise stated, the labour rates include rehandling of materials within 100 metres.
Page 432 CSR-1987 [Re-print]
Sr. No. Unit Labour
Rate
(Rs.)
Through
Rate
(Rs.)
1 3 4 5
Description
2
34.4
(a) lst Class teak wood cleats with steel hinges and screws. Each 6.60 13.00
(b) lst Class deodar wood cleats with steel hinges and screws.Each 6.40 11.00
(c) Sal wood cleats with steel hinges and screws. Each 6.40 12.00
(d) Ist class Kail wood cleats with steel hinges and screws. Each 6.40 11.00
34.5
(a) Glass panes weighing 8.44 Kg./Sqm. Sqm. 9.40 106.00
(b) Glass panes weighing 10.75 Kg./Sqm. Sqm. 9.40 129.00
(c) Frosted glass panes weighing 7.5 Kg./Sqm. Sqm. 9.40 101.00
34.6
(a) Glass panes weighing 8.44 Kg./Sqm. Sqm. 12.00 89.00
(b) Glass panes weighing 10.75 Kg./Sqm. Sqm. 11.80 112.00
(c) Frosted glass panes weighing 8.44 Kg/sqm. Sqm. 11.80 84.00
34.7
(a) Glass panes weighing 8.44 Kg./Sqm. Sqm. 5.60 76.00
(b) Glass panes weighing 10.75 Kg./Sqm. Sqm. 5.60 99.00
(c) Frosted glass panes weighing 8.44 Kg/sqm. Sqm. 5.60 71.00
34.8
(a) Ist class teak wood fillets 3.20m x 0.0125m x 0.0125m Metre 1.50 3.40
(b) Ist class Deodar wood fillets 3.20m x 0.0125m x 0.0125m Metre 1.50 2.57
(c) Ist class Kail wood fillets 3.20m x 0.0125m x 0.0125m Metre 1.50 2.43
34.9
(a) Refixing old glass panes with putty and nails. Sqm. 7.00 34.00
(b) Fixing old glass panes with wooden fillets. Sqm. 5.80 --
Renewal of old putty of Glass panes.
Renewing glass panes with putty and nails wherever necessary :--
Renewing glass panes with wooden fillets wherever necessary :--
Renewing glass panes and refixing existing wooden fillets-
Supplying and fixing new wooden fillets wherever necessary.
Providing and fixing wooden cleats of size 100mm x 75mm x
50mm to doors and windows with approved fittings including
removal of old cleats where necessary, including painting, polishing
or bees waxing to match the existing shade :--
Page 433 CSR-1987 [Re-print]
Sr. No. Unit Labour
Rate
(Rs.)
Through
Rate
(Rs.)
1 3 4 5
Description
2
34.10
Each 23.00 28.00
34.11
Sqm. 28.00 28.30
34.12
(a) Mild steel plate and ring. Each 7.00 20.00
(b) Brass plate and ring. Each 7.00 25.00
34.13
(a) Sal wood battens. Cum. 556.00 9082.00
(b) Ist class deodar wood battens. Cum. 556.00 6919.00
(c) Ist class kail wood battens. Cum. 556.00 6030.00
34.14
(a) Sal wood beams Cum. 377.00 8840.00
(b) Ist class deodar wood. Cum. 377.00 6687.00
(c) Hollock wood beams. Cum. 377.00 4947.00
(d) kail wood beams. Cum. 377.00 5802.00
(e) Above 4.00 metre and up to 5 metre length :--
(i) Sal wood beams Cum. 491.00 8972.00
(ii) Ist class deodar wood beams Cum. 491.00 6813.00
(iii) lst class Kail wood beams Cum. 491.00 5926.00
(iv) Hollock wood beams. Cum. 491.00 5069.00
Renewing wooden battens roofs including making good the holes in
wall and painting with oil type wood preservative of approved brand
and manufacture complete including removal of rubbish to the
dumping ground within 50 metre lead.
Renewing wooden beams in roofs including making good the holes
in wall and painting with oil type wood preservative of approved
brand and manufacture complete including removal of rubbish to
the dumping ground within 50 metre lead.
Providing and fixing 16mm. M.S. fan clamps of standard shape and
size in existing R.C.C slab including cutting and making good and
painting exposed portion of the clamps complete.
Regrading terracing of mud plaster covered with tiles or bricks in
cement by dismantling tiles or bricks, removing mud plaster,
preparing the surface of mud plaster to proper, slope, relaying mud
plaster Gobri leaping and tiles or bricks grouted in cement mortar
1:3 (1 cement and 3 fine sand) including replacing unserviceable
tiles, or bricks with new over and disposal of unserviceable material
to the dumping ground within 50 metre lead (The cost of new tiles
or bricks excluded).
Providing and fixing cotton string 6mm. diameter (Machine made)
including supplying and fixing, wherever necessary, the plate and
ring as per existing fitting or as required of the clerestorey window.
Page 434 CSR-1987 [Re-print]
Sr. No. Unit Labour
Rate
(Rs.)
Through
Rate
(Rs.)
1 3 4 5
Description
2
34.15
Each 56.00 137.00
34.16
Sqm. 9.20 16.25
34.17
(a) Those exceeding 100 sq cm in area. Each 59.00 --
(b) Those exceeding 100 sq cm but not exceeding 400 sq cm in
area. Each 76.00 --
(c) Those exceeding 400 sq cm in area. Each 94.00 --
34.18
(a) With brick tiles. Sqm. 4.80 8.75
(b) With modular brick tiles. Sqm. 4.80 8.50
Extra for making opening or recesses in A.C. corrugated/semi
corrugated sheet roofing of girth not more than one metre.
Flush pointing with cement sand mortar 1:3 (1cement, 3 fine sand),
mixed with 5% crude oil by weight of cement for flat tile bricks or
top of mud plaster.
Raking out joints in lime or cement mortar and preparing the
surface for repointing or replastering including disposal of rubish to
the dumping ground within 50 metre lead (excluding the cost of
scraping of plaster and replastering).
Renewing 100mm dia. 2.5 metre long sal wood Ballies post
embedded 60cm in the ground in a hole 45cm. dia. and 70cm
deep, filled with cement concrete 1:5:10 (1 cement, 5 fine sand, 10
stone aggregate) (40 mm. nominal size) including necessary
excavation cement concrete foundation & painting two coats with
oil type wood preservative of approved brand and manufacture
complete, including disposal of rubbish to the dumping ground
within 50 metre lead.
Page 435 CSR-1987 [Re-print]