reprint - 2010
2007
(REPRINT - 2010)
Published under the Authority of Director General of Works, CPWD, New Delhi
Printed & Marketed by : M/S JAIN BOOK AGENCY C-9, Connaught Place, New Delhi - 110001
© All rights reserved. No part of this publication, either in English or in Hindi, may be reproduced in
any form or by any means, electronic or mechanical, including photocopy, recording or any
information storage and retrieval system, without permission, in writing, from the Director General
(Works), CPWD, New Delhi.
A GOVERNMENT OF INDIA PUBLICATION
Published by
DIRECTOR GENERAL (WORKS)
CPWD, NIRMAN BHAWAN, NEW DELHI-110 011
&
Re - Printed & Marketed by
JAIN BOOK AGENCY
Authorised Dealers of Govt. Publications
C-9, Connaught Place, New Delhi-110001
Phones : 23416390 upto 97, 41513852
E-mail : [email protected]
Website : www.jainbookagency.com
Distributed by
JBA DISTRIBUTORS
N-67, First Floor, Munshiram Building,
Connaught Place, New Delhi-110001
Phone : 41523870, 23354824 Fax : 41513850
E-mail : [email protected]
Website : www.jba.in
JAIN BOOK AGENCY (SOUTHEND)
1, Aurobindo Place Market,
Hauz Khas, New Delhi-110016
Phone : 26567066, 26566113,41758700
E-mail : [email protected]
Website : www.jainbookagency.com

JAIN BOOK AGENCY (GURGAON)
12, Central Plaza Mall, Sector 53,
Golf Course Road,
Gurgaon 122002
Haryana
DIAL-A-BOOK
011-4175 8700
Books will be delivered next day by COURIER
(Payment to courier-boy)
in Delhi, Noida, Ghaziabad, Faridabad &
Gurgaon (nominal courier charges extra)
Also available at
All Leading Booksellers & Authorised Govt. Dealers In India
Price : Rs. 500/- (excluding postage and forwarding charges etc.)
FOREWORD
Delhi Schedule of Rates, being published by C.P.W.D. from time to time, is a very comprehensive
document and useful in execution of works. Apart from C.P.W.D., this Schedule of Rates is being used as
a guide by a number of departments, public sector undertakings, private sector builders and architects etc.
The Central Public Works Department Schedule of Rates was first compiled in the year 1931, followed
by a number of revisions from time to time in order to bring it in line with the prevailing technology and
market rates. In the last thirty years, the Delhi Schedule of Rate has been revised seven times in the years
1977, 1981, 1985, 1989, 1993, 1997 & 2002.
The last Delhi Schedule of Rates was printed in 2002. The prices of labour and materials have
registered substantial increase since then. Besides the cost, there has been spurt of new construction
materials and introduction of mechanized construction techniques for speedier construction. This has
necessitated revision of existing DSR 2002 to include the above changes. Accordingly, this Delhi Schedule
of Rates, 2007 has been prepared incorporating element of machinery and prefabricated building
components, wherever applicable.
Although this DSR contains most of the items of DSR 2002, the nomenclature of many items has been
improved by making it more generic by deleting the brand names and making it more comprehensive by
providing reference to various BIS standards and locations in regard to their applicability. Items which are
either obsolete or are not in use have been deleted. Number of items have been clubbed to facilitate
convenience in taking measurements. Several new items, based on new materials and new
technologies in the construction sector, being adopted in CPWD works, have also been included
in this document.
I wish to place on record the technical input and the effective coordination on the part of Shri
D.S.Sachdev, ADG(TD) and the efforts put in by Shri Suresh Kumar, CE(CSQ) and his team of officers
in TAS unit in finalising the DSR in a record time.
I am sure that this Schedule of Rates will be quite useful to all concerned in the Building industry in
general and CPWD in particular.
New Delhi
December, 2007
(A. CHAKRABARTI )
DIRECTOR GENERAL (WORKS)
(i)
FOREWORD TO REPRINT -2010
Delhi Schedule of Rates 2007 published by CPWD is a very comprehensive document
which is useful for execution of works all over India in all Central Govt. Departments, many state Govt.
Deptts., Public sector Undertakings and with Private Sector builders and Architects etc.
Delhi Schedule of Rates 2007 has already been updated by deleting obsolete items and
adding a number of new items based on new materials and Technology. Subsequently, some errors/
omissions /discrepancies were brought to the notice of this Directorate and accordingly, correction slip no.
1 to 7 to DSR -2007 & No. 1 to 5 to DAR -2007 Vol I & Vol II were issued upto April 2010.
This Delhi Schedule of Rates 2007, (Reprint -2010) incorporates all the correction slips
issued till date which will be read after co-relating with relevant items as per Delhi Analysis of Rates -2007
& CPWD Specifications -2009 Vol I & II.
I am sure, this DSR'2007 (Reprint -2010) will be very useful to all concerned.
New Delhi
April, 2010
(BHISHMA KUMAR CHUGH)
Director General of Works
CPWD N. DELHI
(ii)
PREFACE
1.0
Delhi Schedule of Rates, 2007 is the revised edition of Delhi Schedule of Rates, 2002.
2.0.
This Delhi Schedule of Rates, 2007 incorporates most of the items of DSR 2002 with all Correction
Slips up-to date and will replace DSR 2002. The nomenclature of many items has been improved
by making it more generic and comprehensive. Items of DSR 2002, which have become obsolete
over a period of time or are not in use have been deleted. Some items have been clubbed to
facilitate quick measurements. Many new items using new materials and latest technology have
also been added.
3.0
Efforts have been made to introduce items pertaining to execution of different works by using
various electrical and mechanical equipments i.e. excavators, tower cranes, mobile cranes,
mechanical platforms, Batch Mix plant, transit mixers and pumps, piling rigs, pneumatic cutters,
chisels, chippers, hammers etc. Built-in provision has been taken in the analysis of rates for new
construction technology/ mechanisation.
4.0
Items of dry work using prefabricated materials and pre-finished elements are included for speedier
construction viz gypsum block walls, calcium silicate and non- asbestos cement board partitions, prefinished counter tops for kitchen and washbasins, pre-moulded and pre-finished stone work in risers
and treads of steps and window sills, dry stone cladding, sub-frames for windows, use of chemical and
mechanical fasteners, laying of tiles in flooring and dado with polymer based adhesives etc.
5.0
Brand names of materials have been deleted from nomenclature of items to make them generic in
nature.
6.0
This Schedule of Rates is based on the study of current market rates of materials at Delhi, collected
during the period of April, 2007 to October, 2007 and labour rates are the current minimum
wages issued by the Government of Delhi w.e.f. 01-09-2007..
7.0
DARs 1997 are under revision. Till the publication of revised DARs, existing DARs -1997 shall
be followed after correlating with relevant items. The sundries should be considered as 2.60 times
based on C.I. of Delhi as 260 as on 1.10.2007 over DPAR 1-01-1992 as 100.
8.0
The following are the salient features of DSR 2007 :
8.1
DSR 2007 is a bilingual document (Hindi version will follow).
8.2
Basic rates of relevant/related materials are provided sub-head wise at the start of each sub-head
for the first time for convenience of the users.
8.3
All the sub-heads of building work, road work, services, horticulture and cement & bitumen
consumption coefficients of various items, have been compiled in this volume.
8.4
This Schedule will be read along with CPWD Specifications, 1996 Vol. I to VI with up-to date
correction Slip nos. 1 to 19 & Revised CPWD Specifications 2002 for Mortar, Cement Concrete
& RCC till these are amended/ modified.
8.5
For the new items introduced in this DSR, new Code Nos., have been assigned as indicated in the
list of basic materials.
(iii)
8.6
Generally, the basic rates of materials, incorporated in the schedule, are pertaining to materials
conforming to BIS Standards/CPWD Specifications/Materials of best quality available in the market.
8.7
Lump sum provision of labour/ T& P is replaced with mechanisation inputs. Prominent items
incorporating mechanization are earth-work in excavation, RMC / BMC, brick work in
superstructure above floor V level, road work, dismantling of R.C.C. work, dismantling of C.C.
and flexible pavements, pile work etc.
9.0
Sub- head wise salient features are as follows:
9.1
Carriage of Materials: Items have been properly serial numbered.
9.2
Earth Work: Items of Earth work in excavation in soils, ordinary rocks and hard rocks by manual
means have been modified to manual or mechanical means and component of mechanization is
included with corresponding reduction in labour component.
9.3
Mortars: Items with lime mortar which are not in use now a days have been deleted.
9.4
Concrete Work: Items of lime concrete which are not in use now a days are deleted. Number of
uses of steel and wooden shuttering reduced from 80 and 16 times to 40 and 8 times respectively,
so that proper quality of shuttering is put to use.
9.5
Reinforced Cement Concrete: Minimum mix of RCC is kept as M-25 instead of M-20 concrete.
It is as per CPWD Specifications, 2002 and IS: 456: 2000 for durability of structures. New item
of form work with 12 mm thick pre- laminated ply has been included. Use of fly ash conforming to
Grade I of IS: 3812 ( Pt. 1) : 2003 has been allowed in Batch Mix Concrete and Ready Mixed
Concrete as part replacement of OPC. Fly-ash should be uniformly blended with cement in
accordance of Clause 5.2 & 5.2.1 of IS-456. Number of uses of steel and wooden shuttering
reduced from 80 and 16 times to 40 and 8 times respectively, so that proper quality of shuttering
is put to use.
9.6
Brick Work: Items pertaining to brick work with lime mortar and cement mortar with fine sand
deleted, since these items are not in use now a days. Items of auto-claved aerated cement block
masonary, mechanized auto-claved fly-ash lime bricks & gypsum panel partitions included.
9.7
Stone Work: New items of stone work for providing and fixing dry cladding at all heights with 40
mm thick gang saw cut sand stone etc. and structural steel frame work for stone cladding ( to be
paid in kg.) has been added. Items of stone masonry in cement mortar with fine sand and with lime
mortar are deleted.
9.8
Marble Work: Measurement for area of marble/granite stone flooring modified to two groups of
up to 0.50 sqm & over 0.50 sqm. Items of pre-moulded and pre-polished flooring in treads/risers
of staircase, kitchen/ washbasin counters and window sills have been provided.
9.9
Wood Work: Wood work in doors & windows for frames / shutters in deodar wood deleted as
deodar wood is not easily available. However, use of other species of wood available in market
has been allowed. Relevant IS codes for items of LVL door shutters & frames, Flush door shutters,
veneer boards etc, wherever not mentioned in the items earlier, have been added now. Ordinary
glass panes substituted with float glass which is to be specified by thickness and not by weight.
Items of bamboo jaffery fencing, magnetic catcher in cup board, mortice lock, telescopic drawer
channel included. FRP flush & panelled doors & frames and FRP chajjas included.
(iv)
9.10
Steel Work: Steel glazed doors & windows fixed, side hung, top hung, centre hung, composite
units including mullion bar and steel beadings are clubbed together and to be paid in Kg in one item
instead of earlier being measured in sqm. Nomenclature modified to specify ‘‘Flash welding &
Factory made” Steel glazed doors & windows in item.
9.11
Flooring: Items pertaining to extra for brick flooring in specified pattern, 25mm & 50mm thick
C.C. flooring, flooring & skirting in red oxide, & other items not in frequent use deleted. New item
of laying tiles in flooring and dado with polymer based adhesives included.
9.12
Roofing : Non- asbestos cement sheet provided in place of asbestos cement sheet roofing. Items
of corrugated G.S. sheet roofing -1.60mm thick & 1.25mm thick deleted as theses are not readily
available. 20 mm thick wooden planks ceiling, 18mm insulating board, 18 mm flame retardant
board on roofs deleted as boards of these thicknesses are not readily available. Lime concrete
terracing deleted.
9.13
Finishing: Flush/ ruled/ struck/ weathered pointing in brick work, tile work and stone work clubbed.
New item of 12 mm thick gypsum plaster on brick /RCC surfaces added. Items of plaster with
lime deleted. Providing and mixing water proofing material is to be paid in Kg per bag of cement
instead of sqm.
9.14
Repair to Building: Making opening in brick masonry for doors, windows and clerestory windows
to be paid in sqm instead of being paid in numbers. Fixing chowkhats in brick / RCC opening with
mechanical/ chemical fasteners included. Double scaffolding for repairs to building included. Items
of wooden cleats, safeda posts & hollock ballies deleted. Pointing with lime putty on brick/tile
work deleted. Coal tarring on old work, floor painting with enamel paint, rubber plug for sink/
wash basin etc deleted. Ordinary glass panes changed to float glass and thickness to be measured
in mm. instead of weight.
9.15
Dismantling and Demolishing : New item of dismantling and demolishing by pneumatic hammers,
chisels, chippers etc. included.
9.16
Road Work: Fencing with M.S.barbed wire on sal ballies, concrete rail & pale and RCC sign/
name boards deleted. Items of preparation and consolidation of sub grade clubbed together.
Supplying R.C.C. posts /struts /rails /pales at site are clubbed together and to be paid in cubic
meter instead of numbers. Mix modified to 1: 1.5:3 instead of 1:2:4. New items of Concertina coil
fencing & Chain link fencing, Dense Bituminous Macadam, Bituminous Macadam, Dense
Bituminous Concrete with CRMB & PMB are added. Various signages viz Caution / regulatory
retro- reflective boards & over head signage boards, Road marking (retro- reflective ) are also
included. Kerb channel, post delineators. Factory made RCC pavement slabs, CC interlocking
paver blocks & kerb stones, vacuum de-watered CC pavement, scarifying BM by mechanical
means etc have also been included.
9.17
Sanitary Installations: Items of long pan W.C., C..P. brass trap & union, G.I. chain with G.I. pull
are not in use now a days and hence deleted. Relevant IS 1729 has been mentioned with fittings of
sand cast iron pipes. Fittings of Centrifugally cast Iron pipes have been modified as ‘ Sand cast
iron S&S as per IS: 3989’ from existing ‘ Centrifugally cast ( Spun) iron S&S’, as fittings are not
manufactured by centrifugal process.
9.18
Water Supply: PE-AL-PE fittings have been clubbed with main item of PE-AL-PE pipe. New items
of PP-R pipes and CPVC pipes included. Item of close hole basin mixer pillar tap has been deleted.
(v)
9.19
Drainage: Item of Stone ware pipes grade A with mixture of cement mortar 1:3 for storm water
drains deleted. P traps of size 125x100 & 180x100 deleted. Manholes of size 90x80 & 60cm
deep deleted as items of 45 cm depth & extra for depth beyond 45 cm are available. Circular
Manholes 0.91 m dia, 1.6 m deep deleted as items of 0.91m depth & extra for depth are available.
Similarly, circular manholes 1.22 m dia, 2.29 m deep and circular manholes 1.52 m dia, 4.18 m
deep deleted. Brick masonary open surface drain deleted. Brick masonary work, plaster &
excavation etc. shall be measured as per actual.Item of Grease trap deleted as not executed now
a days.
9.20
Pile Work : Mechanical equipments such as hydraulic piling rig, crane, bentonite pump, vibrating
pile driving hammer etc. have been introduced in place of lump sum provisions. The labour
coefficients have been reduced due to the provisions made for mechanical equipments. Piles up
to1500 mm dia. have been incorporated.
9.21
Aluminium Work : Powder coated & Polyester powder coated aluminium sections and ‘Z’
sections included. Ordinary glass panes substituted with ‘float glass panes’. MS adjustable hangers
substituted with GI adjustable hangers for false ceiling. Extra for providing anodic coating AC 25
instead of AC 15 on aluminium sections included. Items of weather silicon sealant, double glazed
hermetically sealed glazing added. Stainless steel adjustable friction window stays for easy cleaning
of glass on both sides from the room also included. Aluminium sub –frame for windows &
ventilators included. New items of Tubular handle bar with anodizing, powder coating & polyester
powder coating, Brass lock for aluminium doors, aluminium casement window fasteners for
windows, aluminium round shape handles etc. included.
9.22
Water Proofing : Use of red sand stone, lime concrete in grading roof for water proofing treatment,
composite roof insulation & water proofing is not in common use, hence deleted.
9.23
Horticulture & Landscaping : Rates of the items updated.
10.
A lot of effort has gone into the preparation of this Schedule of Rates. I convey my deep
appreciation and sincere thanks to Shri Suresh Kumar CE CSQ, Shri Mayank Tilak S.E.
(TAS), Sh. S.C Malik EE (S&S), Sh. S.K.Jain EE (S&S), Sh. A.V.R. Bhat EE (S&S), Sh.
S.K.Sarkar AE, Sh. V.P.Singh AE, Sh.S.S.Pal AE and other officers and staff of TAS Unit
for sincere efforts made in the preparation of this document in such a short time. Thanks
are also due to all field officers who have contributed actively in finalising this DSR.
11.
Due care has been taken to print the Schedule of Rates as correctly as possible. It is, however,
possible that some errors might have crept in. In case any error or omission is noticed, it may be
brought to the notice of the Superintending Engineer (TAS), CPWD, Room no. 418, ‘A’,
Nirman Bhawan, New Delhi.
12.
In case of any discrepancy between English and Hindi versions, the English version shall be held
valid.
Suggestions for improvement are welcome.
(D.S.SACHDEV )
ADG (TD), CPWD,
Nirman Bhawan, New Delhi
(vi)
PREFACE TO DELHI SCHEDULE OF RATES, 2007 (Reprint -2010)
1. This edition is the first Re-print of DSR- 2007 after incorporating correction slip no. 1 to 7 to DSR 2007.
2. DSR 2007 has been prepared on the basis of coefficients of labour, materials, sundries, hire charges
etc. adopted in DAR 1997 and market rates of materials at Delhi collected during the period of April
2007 to October 2007. Labour rates are minimum wage rates issued by the Government of National
Capital Territory of Delhi w.e.f. 01/09/2007.
3. Delhi Analysis of Rates 2007 Vol-I & II with upto date correction slips no.1 to 5 which may be
followed after correlating with relevant items.
4. Sundries have been considered as 2.60 times based on Cost Index of Delhi as 260 as on 1/10/2007
over DPAR 01/01/1992 as 100 and are now at par with DPAR- 2007.
5. Contractor's profit and overheads @ 15% has been adopted as approved by the DGW vide
Office Memorandum no. DG(W)MAN/150 dated 14/12/2007.
6. This schedule will be read along with CPWD specifications, 2009 Vol-I & II.
7. As per field observations, it was observed that quantity of cement required for various BMC/RMC
items of RCC was found to be lesser than earlier provisions which have been accordingly modified.
8. A lot of effort has gone into the preparation of this Schedule of Rates. I convey my deep
appreciation and sincere thanks to Shri Virender Sharma, CE(CSQ), Shri Mayank Tilak,
SE(TAS), Shri S. C. Malik, E.E.(S&S), Shri L.C.Gothwal, AE and other officers and staff of
TAS unit for sincere efforts made in the preparation of this document in such a short time.
9. Due care has been taken to reprint this Schedule of Rates as correctly as possible. It is, however,
possible that some errors might have crept in. In case any error or omission is noticed, it may be
brought to the notice of the Superintending Engineer (TAS), CPWD, Room no. 418, 'A' Wing,
Nirman Bhawan, New Delhi.
(N.M.D. Jain)
A.D.G.(Trg.), CPWD
Nirman Bhawan, New Delhi
(vii)
C O N T E N T S
SH. NO
NAME OF SUB-HEAD
PAGE NO.
BASIC RATES
0.1
Hire Charges of Plants
1
0.2
Labour
3
0.3
Materials
5
0.4
Carriage Codes
48
SUB - HEADS
1.
Carriage of Material
51
2.
Earth Work
61
3.
Mortars
71
4.
Concrete Work
75
5.
Reinforced Cement Concrete Work
83
6.
Brick Work
95
7.
Stone Work
105
8.
Marble Work
117
9.
Wood and PVC Work
123
10.
Steel Work
159
11.
Flooring
167
12.
Roofing
179
13.
Finishing
197
14.
Repairs to Buildings
209
15.
Dismantling & Demolishing
223
16.
Road Work
233
17.
Sanitary Installation
253
18.
Water Supply
277
19.
Drainage
309
20.
Pile Work
325
21.
Aluminium Work
333
22.
Water Proofing
341
23.
Horticulture & Landscaping
351
CEMENT CONSUMPTION STATEMENT
357
BITUMEN CONSUMPTION STATEMENT
419
(ix)
BASIC
RATES
BASIC RATES
0.1 HIRE CHARGES OF PLANTS
Code
No
Description
Unit
Rate
Rs.
0001
Hire charges of Coaltar Boiler 900 to 1400 litres
Day
595.00
0002
Hire charges of Concrete Mixer 0.14 cubic metre
Day
400.00
0003
Hire charges of Diesel Road Roller - 8 to 10 tonne
Day
1,000.00
0004
Production cost of concrete by batch mix plant.
cum
200.00
0005
Hire charges of Diesel Truck - 9 tonne
Day
1,008.00
0006
Hire charges of Spraying machine including electric charges
Day
173.00
0007
Hire charges of Coaltar Sprayer
Day
250.00
0008
Hire charges of Barber green, drying, mixing and Asphalt Plant, with
accessories, capacity 30/45 tonne
Day
Pumping charges of concrete including Hire charges of pump, piping
work & accessories etc.
cum
0010
Hire charges of Derrick monkey rope
Day
500.00
0011
Hire charges of Pump set of capacity 4000 litres/hour.
Day
300.00
0012
Vibrator (Needle type 40mm)
Day
200.00
0013
Machine for rubbing of floors
Day
200.00
0014
Front end loader
Day
6,000.00
0016
Mastic Cooker
Day
515.00
0017
Hire and running charges of tipper
Day
1,030.00
0018
Hire and running charges of loader.
Day
800.00
0019
Hand Grinder For mirror polish
Day
100.00
0020
Hydraulic Excavator (3D) with driver and fuel.
Day
6,000.00
0021
Pin vibrator
Day
288.00
0022
Surface Vibrator
Day
330.00
0023
Bitumen Concrete mixer
Day
200.00
0024
Hire and running charges of hydraulic piling rig with power unit etc.
including complete accessories and shifting at site.
per day
0025
Hire and running charges of light crane.
per day
2,000.00
0026
Hire and running charges of bentonite pump.
per day
4,000.00
0027
Hire and running charges of vibrating pile driving hammer complete
with power unit and accessories.
per day
0028
Hire and running charges of crane 20 tonne capacity.
per day
0029
Carriage of concrete by transit mixer.
km/ cum
0030
Generator 250 KVA.
per day
0009
BASIC RATES – 0.1 HIRE CHARGES OF PLANTS
1
7,050.00
80.00
28,000.00
28,000.00
8,000.00
18.00
1,600.00
Code
No
Description
Unit
0033
Paint applicator.
per day
680.00
0037
Mobile crane.
per day
5,000.00
0038
Tractor with ripper attachment.
per day
1,000.00
0039
Tractor with trolley.
per day
1,000.00
0040
Air compressor 250 cfm with two leads for pneumatic cutters/
hammers.
day
0041
Joint cutting machine with 2-3 blades
per day
0042
C.C .batch mix plant.
day
88,000.00
0043
Road sweeper
day
480.00
0045
Slip form paver with sensor.
day
12,000.00
0046
Water tanker 5000 Ltr Capacity.
day
800.00
0047
Concrete joint cutting machine.
day
800.00
0048
Texturing machine.
day
800.00
Note :- Above hire - charges include cost of services of operating staff
and supply of lubricating oil.
BASIC RATES – 0.1 HIRE CHARGES OF PLANTS
2
Rate
Rs.
1,600.00
800.00
BASIC RATES
0.2 LABOUR
Note :- These rates are exclusive of contractor’s profit and over heads and are inclusive of wages for weekly
day of rest
Code
No
Description
Unit
Rate
Rs.
0100
Bandhani
Day
138.45
0101
Bhisti
Day
138.45
0102
Blacksmith 1st class
Day
151.50
0103
Blacksmith 2nd class
Day
141.60
0111
Carpenter 1st class
Day
151.50
0112
Carpenter 2nd class
Day
141.60
0113
Chowkidar
Day
135.25
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0116
Fitter (grade 1)
Day
151.50
0117
Assistant Fitter or 2nd class Fitter
Day
141.60
0119
Glazier
Day
141.60
0122
Mason (for plaster of paris work) 1st class
Day
151.50
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0125
Mason (for plain stone work) 2nd class)
Day
141.60
0126
Mason (for ornamental stone work) 1st class
Day
151.50
0127
Driver (for Road Roller, Concrete Mixer, Truck etc.)
Day
151.50
0128
Mate
Day
138.45
0130
Mistry
Day
151.50
0131
Painter
Day
141.60
0132
Rock Excavator
Day
135.25
0133
Rock Breaker
Day
135.25
0134
Rock Hole Driller
Day
135.25
0135
Stone Chiseller
Day
138.45
0138
Sprayer (for bitumen, tar etc.)
Day
138.45
0139
Skilled Beldar (for floor rubbing etc.)
Day
138.45
0141
White Washer
Day
138.45
0155*
Mason (average)
Day
146.55
BASIC RATES – 0.2 LABOUR
3
Code
No
Description
Unit
Rate
Rs.
0156*
Carpenter (average)
Day
146.55
0157
Operator (Pile/ Special machine)
Day
166.00
0159
Skilled torch operator for laying tack
Day
151.50
st
nd
Note :- * These rates are average of 1 class and 2 class
categories. This is for use in the analysis of rate only.
BASIC RATES – 0.2 LABOUR
4
BASIC RATES
0.3 MATERIALS
Note :- These rates are exclusive of contractor’s profit, over heads and carriage but include octroi, royalty,
sales tax (VAT) etc.
Code
No
Description
Unit
0222
Seam bolts and nuts 6 mm dia and 25 mm long
10 Nos
0223
Non - Asbestos fibre cement corrugated sheet 6mm thick.
sqm
205.00
0224
Non - Asbestos fibre cement close fitting adjustable ridge.
metre
203.00
0225
Non - Asbestos fibre cement corrugate serrated adjustable ridge.
metre
174.00
0226
Non - Asbestos fibre cement plain wing adjustable ridge.
metre
188.00
0227
Non - Asbestos fibre cement unserrated adjustable ridge for hips.
metre
195.00
0228
Non - Asbestos fibre cement corrugated apron piece.
metre
126.00
0229
Non - Asbestos fibre cement eaves filler piece.
each
93.00
0230
Non - Asbestos fibre cement north light curves.
metre
197.00
0231
Non - Asbestos fibre cement ventilator curves.
each
267.00
0232
Non - Asbestos fibre cement barge boards 6 mm thick.
metre
232.00
0233
Non - Asbestos fibre cement ridge finial .
pair
84.00
0234
Non - Asbestos fibre cement special north light curves.
each
275.00
0235
Non - Asbestos fibre cement S type louvers.
each
161.00
0236
Non - Asbestos multi purpose fibre cement board 6mm thick.
sqm
180.00
0237
Non - Asbestos multi purpose fibre cement board 8mm thick.
sqm
239.00
0285
Brick Aggregate (Single size) : 63 mm nominal size
cum
350.00
0286
Brick Aggregate (Single size) : 50 mm nominal size
cum
355.00
0287
Brick Aggregate (Single size) : 40 mm nominal size
cum
360.00
0291
Stone Aggregate (Single size) : 63 mm nominal size
cum
600.00
0292
Stone Aggregate (Single size) : 50 mm nominal size
cum
625.00
0293
Stone Aggregate (Single size) : 40 mm nominal size
cum
650.00
0294
Stone Aggregate (Single size) : 25 mm nominal size
cum
675.00
0295
Stone Aggregate (Single size) : 20 mm nominal size
cum
700.00
0296
Stone Aggregate (Single size) : 12.5 mm nominal size
cum
700.00
0297
Stone Aggregate (Single size) : 10 mm nominal size
cum
700.00
0298
Stone Aggregate (Single size) : 06 mm nominal size
cum
750.00
0302
Safeda ballies 125 mm diameter
metre
0304
Bajri
cum
510.00
0305
Bamboo 25 mm dia 2.5 metre long
score
192.00
BASIC RATES – 0.3 MATERIAL
5
Rate
Rs.
30.00
29.00
Code
No
Description
Unit
0308
Bhusa
quintal
0309
Paving bitumen S-90 of approved quality
tonne
22,500.00
0310
Bitumen emulsion
tonne
19,500.00
0312
Bitumen grade PMB - 40
M.T.
30,000.00
0313
Blown type petroleum bitumen of penetration 85/25 of approved
quality
tonne
25,000.00
0314
Bitumen hot sealing compound : grade A
kilogram
20.00
0316
Bitumen solution primer of approved quality
litre
28.00
0317
Premoulded joint filler 12 mm thick
sqm
300.00
0318
Bitumen felt fibre base (vegetable or animal):Type 2 grade 1
sqm
45.00
0322
Bitumen felt :Type 3 grade 1
sqm
45.00
0324
Coal Tar
litre
16.00
0325
Blasting powder
kilogram
25.00
0326
Blasting fuse (fuse wire)
each
10.00
0328
White face insulating board:12 mm thick
sqm
239.00
0332
Natural colour insulating board:12 mm thick
sqm
175.00
0336
Flame retardant face insulating board: 12 mm thick
sqm
208.00
0339
Flame retardant face insulating, Impregnated fibre board 12 mm thick
sqm
279.00
0341
Flat pressed 3 layer particle board (medium density) Grade I :12 mm
thick
sqm
258.00
Extra for veneered particle board with : Teak veneering on one side
and commercial veneered on other side
sqm
198.00
Extra for veneered particle board with : Commercial veneering on
both sides
sqm
102.00
0348
Extra for veneered particle board with : Teak veneering on both sides
sqm
366.00
0362
Brick bats
cum
253.00
0364
Wire brush
each
15.00
0365
Soft brush
each
12.00
0367
Portland Cement
tonne
4,500.00
0368
White Cement
tonne
9,700.00
0370
Coal (steam)
quintal
0373
Cramp Gun metal 25x6x300 mm
each
0378
Brass butt hinges (light/ordinary type) : 125x70x4 mm
10 Nos
450.00
0379
Brass butt hinges (light/ordinary type) : 100x70x4 mm
10 Nos
300.00
0380
Brass butt hinges (light/ordinary type) : 75x40x2.5 mm
10 Nos
160.00
0381
Brass butt hinges (light/ordinary type) : 50x40x2.5 mm
10 Nos
90.00
0346
0347
BASIC RATES – 0.3 MATERIAL
6
Rate
Rs.
200.00
300.00
53.00
Code
No
Description
Unit
0382
Brass butt hinges (heavy type) : 125x85x5.5 mm(.70)kg
10 Nos
1,500.00
0383
Brass butt hinges (heavy type) : 100x85x5.5 mm(.56)kg
10 Nos
1,300.00
0384
Brass butt hinges (heavy type) :75x65x4.0 mm(.20)kg
10 Nos
450.00
0385
Brass parliamentary hinges 150x125x27x5 mm
10 Nos
1,650.00
0386
Brass parliamentary hinges 125x125x27x5 mm
10 Nos
1,450.00
0387
Brass parliamentary hinges 100x125x27x5 mm
10 Nos
1,175.00
0388
Brass parliamentary hinges75x100x20x3.2 mm
10 Nos
888.00
0389
Brass single acting spring hinges 150 mm
each
200.00
0390
Brass single acting spring hinges 125 mm
each
158.00
0391
Brass single acting spring hinges 100 mm
each
106.00
0392
Brass double acting spring hinges 150 mm
each
317.00
0393
Brass double acting spring hinges 125 mm
each
216.00
0394
Brass double acting spring hinges 100 mm
each
173.00
0400
Brass tower bolt (barrel type) 250x10 mm
each
123.00
0401
Brass tower bolt (barrel type) 200x10 mm
each
100.00
0402
Brass tower bolt (barrel type) 150x10 mm
each
75.00
0403
Brass tower bolt (barrel type) 100x10 mm
each
51.00
0404
Brass flush bolt 250 mm
each
84.00
0405
Brass flush bolt 150 mm
each
65.00
0406
Brass flush bolt 100 mm
each
44.00
0408
Brass handles 125 mm with plate 175x32 mm
each
85.00
0409
Brass handles 100 mm with plate 150x32 mm
each
75.00
0410
Brass handles75 mm with plate 125x32 mm
each
55.00
0411
Brass door latch 300x16x5 mm (0.380 kg)
each
85.00
0412
Brass door latch 250x16x5 mm (0.350 kg)
each
82.00
0413
Brass mortice latch and lock 100x65 mm with6 levers and a pair of
brass lever handles
each
257.00
0414
Brass mortice latch 100x65mm with a pair of brass lever handles
each
235.00
0417
Brass 150 mm floor door stopper (0.357kg)
each
104.00
0418
Brass hard drawn hooks and eyes 300 mm
10 Nos
457.00
0419
Brass hard drawn hooks and eyes 250 mm
10 Nos
423.00
0420
Brass hard drawn hooks and eyes 200 mm
10 Nos
390.00
0421
Brass hard drawn hooks and eyes 150 mm
10 Nos
364.00
0422
Brass hard drawn hooks and eyes 100 mm
10 Nos
300.00
0423
Brass casement window fastener
Each
BASIC RATES – 0.3 MATERIAL
7
Rate
Rs.
26.00
Code
No
Description
Unit
Rate
Rs.
0424
Brass casement stays (straight peg type ) 300 mm weighing not less
than 0.33 kg
each
66.00
Brass casement stays (straight peg type ) 250 mm weighing not less
than 0.28 kg
Each
55.00
Brass casement stays (straight peg type ) 200 mm weighing not less
than 0.24 kg
each
46.00
0427
Brass quadrant stays 300 mm
each
73.00
0428
Brass fanlight catch
10 Nos
109.00
0429
Brass fanlight pivot
10 Nos
128.00
0430
Brass chain with hook for fan light catch
each
0431
Brass hasps and staples (safety type) 300 mm
10 Nos
458.00
0432
Brass hasps and staples (safety type) 115 mm
10 Nos
378.00
0433
Brass hasps and staples (safety type)90 mm
10 Nos
300.00
0438
Brass Night latch
each
338.00
0442
Brass helical spring 150 mm
each
185.00
0444
Brass curtain rod 20 mm dia 1.25 mm thick
metre
63.00
0445
Brass curtain rod 25 mm dia 1.25 mm thick
metre
79.00
0446
Brass brackets (curtain rods) 20 mm
each
24.00
0447
Brass cupboard knob or ward robe knob 50 mm
each
18.00
0449
Brass screws 50 mm
100 Nos
107.00
0450
Brass screws 40 mm
100 Nos
96.00
0451
Brass screws 30 mm
100 Nos
86.00
0452
Brass screws 25 mm
100 Nos
76.00
0453
Brass screws 20 mm
100 Nos
53.00
0524
Chromium plated Brass butt hinges (heavy) type 75x65x4 .0 mm
(200gms)
10 Nos
430.00
Chromium plated Brass butt hinges (light/ordinary) type 125x70x4
mm
10 Nos
433.00
Chromium plated Brass butt hinges (light/ordinary) type 100x70x4
mm
10 Nos
385.00
Chromium plated Brass butt hinges (light/ordinary) type 75x40x2.5
mm
10 Nos
135.00
Chromium plated Brass butt hinges (light/ordinary) type 50x40x2.5
mm
10 Nos
105.00
0555
Chromium plated Brass handles 125 mm with plate 175 x32 mm
Each
92.00
0556
Chromium plated Brass handles 100 mm with plate 150 x 32 mm
Each
79.00
0557
Chromium plated Brass handles 75mm with plate 125x32 mm
Each
68.00
0425
0426
0525
0526
0527
0528
BASIC RATES – 0.3 MATERIAL
8
13.00
Code
No
Description
Unit
Rate
Rs.
0558
Chromium plated Brass mortice latch and lock 100x65 mm with6
levers and a pair of brass lever handles
each
323.00
0568
Chromium plated brass casement window fastener
each
55.00
0569
Chromium plated Brass casement stays (straight peg type ) 300 mm
weighing not less than 0.33 kg
each
73.00
Chromium plated Brass casement stays (straight peg type ) 250 mm
weighing not less than 0.28 kg
each
67.00
Chromium plated Brass casement stays (straight peg type ) 200 mm
weighing not less than 0.24 kg
each
56.00
0583
Chromium plated Brass Night latch
each
383.00
0584
Chromium plated Brass Wardrobe Knob 50 mm
each
25.00
0585
Chromium plated Brass screws 50 mm
100 Nos
123.00
0586
Chromium plated Brass screws 40 mm
100 Nos
105.00
0587
Chromium plated Brass screws 30 mm
100 Nos
90.00
0588
Chromium plated Brass screws 25 mm
100 Nos
83.00
0589
Chromium plated Brass screws 20 mm
100 Nos
63.00
0590
Chromium plated Brass curtain rod 12 mm dia 1.25mm thick
metre
122.00
0591
Chromium plated Brass curtain rod 20 mm dia 1.25mm thick
metre
143.00
0592
Chromium plated Brass curtain rod 25 mm dia 1.25mm thick
metre
239.00
0594
Bright finished or black enameled mild steel butt hinges 125x65x2.12
mm
10 Nos
78.00
Bright finished or black enameled mild steel butt hinges 100x58x1.90
mm
10 Nos
54.00
Bright finished or black enameled mild steel butt hinges75x47x1.70
mm
10 Nos
34.00
Bright finished or black enameled mild steel butt hinges50x37x1.50
mm
10 Nos
28.00
0608
Nickel plated mild steel piano hinges 1 mm thick 35 mm wide
metre
21.00
0635
Bright finished or black enameled mild steel screws 50 mm
100 Nos
40.00
0637
Bright finished or black enameled mild steel screws 40 mm
100 Nos
30.00
0638
Bright finished or black enameled mild steel screws 30 mm
100 Nos
24.00
0639
Bright finished or black enameled mild steel screws 25 mm
100 Nos
15.00
0640
Bright finished or black enameled mild steel screws 20 mm
100 Nos
15.00
0641
Bright finished or black enameled mild steel bolts and nuts 50x6 mm
each
0642
Oxidised mild steel butt hinges 125x65x2.12 mm
10 Nos
92.00
0643
Oxidised mild steel butt hinges 100x58x1.90 mm
10 Nos
53.00
0644
Oxidised mild steel butt hinges75x47x1.70 mm
10 Nos
32.00
0570
0571
0595
0596
0597
BASIC RATES – 0.3 MATERIAL
9
4.00
Code
No
Description
Unit
0645
Oxidised mild steel butt hinges50x37x1.50 mm
10 Nos
27.00
0646
Oxidised mild steel parliamentary hinges150x125x27x2.8 mm
10 Nos
255.00
0647
Oxidised mild steel parliamentary hinges 125x125x27x2.8 mm
10 Nos
205.00
0648
Oxidised mild steel parliamentary hinges 100x125x27x2.8 mm
10 Nos
165.00
0649
Oxidised mild steel parliamentary hinges 75x100x20x2.24 mm
10 Nos
122.00
0650
Oxidised mild steel single acting spring hinges 150 mm
each
71.00
0651
Oxidised mild steel single acting spring hinges 125 mm
each
66.00
0652
Oxidised mild steel single acting spring hinges 100 mm
each
51.00
0653
Oxidised mild steel double acting spring hinges 150 mm
each
73.00
0654
Oxidised mild steel double acting spring hinges 125 mm
each
63.00
0655
Oxidised mild steel double acting spring hinges 100 mm
each
47.00
0656
Nickel plated mild steel piano hinges 1 mm thick 35 mm wide
metre
24.00
0660
Oxidised mild steel sliding door bolt 300x16 mm
each
45.00
0661
Oxidised mild steel sliding door bolt 250x16 mm
each
37.00
0662
Oxidised mild steel door latch 300x20x6 mm
each
25.00
0663
Oxidised mild steel door latch 250x20x6 mm
each
25.00
0664
Oxidised mild steel tower bolt (barrel type) 250x10 mm
each
25.00
0665
Oxidised mild steel tower bolt (barrel type) 200x10 mm
each
21.00
0666
Oxidised mild steel tower bolt (barrel type) 150x10 mm
each
17.00
0667
Oxidised mild steel tower bolt (barrel type) 100x10 mm
each
12.00
0668
Oxidised mild steel handles 125 mm
each
7.00
0669
Oxidised mild steel handles 100 mm
each
5.00
0670
Oxidised mild steel handles75 mm
each
3.00
0679
Oxidised mild steel hasps and staples(safety type) 150 mm
10 Nos
79.00
0680
Oxidised mild steel hasps and staples(safety type) 115 mm
10 Nos
70.00
0681
Oxidised mild steel hasps and staples(safety type)90 mm
10 Nos
52.00
0682
Oxidised mild steel screws 50 mm
100 Nos
40.00
0683
Oxidised mild steel screws 40 mm
100 Nos
35.00
0684
Oxidised mild steel screws 30 mm
100 Nos
24.00
0685
Oxidised mild steel screws 25 mm
100 Nos
16.00
0686
Oxidised mild steel screws 20 mm
100 Nos
15.00
0687
Anodised Aluminium butt hinges 125x75x4 mm
10 Nos
478.00
0688
Anodised Aluminium butt hinges 125x63x4 mm
10 Nos
447.00
0689
Anodised Aluminium butt hinges 100x75x4 mm
10 Nos
416.00
BASIC RATES – 0.3 MATERIAL
10
Rate
Rs.
Code
No
Description
Unit
0690
Anodised Aluminium butt hinges 100x63x3.2 mm
10 Nos
390.00
0691
Anodised Aluminium butt hinges 100x63x4 mm
10 Nos
354.00
0692
Anodised Aluminium butt hinges 75x63x4 mm
10 Nos
281.00
0693
Anodised Aluminium butt hinges 75x63x3.2 mm
10 Nos
215.00
0694
Anodised Aluminium butt hinges 75x45x3.2 mm
10 Nos
98.00
0696
Anodised Aluminium sliding door bolt 300x16 mm
each
125.00
0697
Anodised Aluminium sliding door bolt 250x16 mm
each
104.00
0698
Anodised Aluminium tower bolt (barrel type)300x10 mm
10 Nos
520.00
0699
Anodised Aluminium tower bolt (barrel type)250x10 mm
10 Nos
440.00
0700
Anodised Aluminium tower bolt (barrel type)200x10 mm
10 Nos
354.00
0701
Anodised Aluminium tower bolt (barrel type)150x10 mm
10 Nos
281.00
0702
Anodised Aluminium tower bolt (barrel type)100x10 mm
10 Nos
208.00
0703
Anodised Aluminium handles 125 mm with plate 175 x 32 mm
10 Nos
375.00
0704
Anodised Aluminium handles 100 mm with plate 150 x 32 mm
10 Nos
260.00
0705
Anodised Aluminium handles 75mm with plate 125 x 32 mm
10 Nos
208.00
0706
Anodised Aluminium kicking plate 50 cm long100x3.15 mm
each
0713
Block board construction flush door with teak wood ply on both faces
35 mm thick
sqm
1,100.00
Block board construction flush door with teak wood ply on both faces
30 mm thick
sqm
1,050.00
Block board construction flush door with teak wood ply on both faces
25 mm thick
sqm
1,000.00
Block board construction flush door with commercial ply on both
faces 35 mm thick
sqm
632.00
Block board construction flush door with commercial ply on both
faces 30 mm thick
sqm
610.00
Block board construction flush door with commercial ply on both
faces 25 mm thick
sqm
600.00
sqm of
door area
245.00
sqm of
door area
86.00
Sqm of
door area
118.00
sqm of
door area
210.00
sqm of
door area
57.00
0714
0715
0717
0718
0719
0752
0753
0754
0755
0757
Block board construction flush door lipping
Square vision panel in Block board construction flush door
Circular vision panel in Block board construction flush door
Decorative type Louvers in Block board construction flush door
Rebate cutting in Block board construction flush door
BASIC RATES – 0.3 MATERIAL
11
Rate
Rs.
94.00
Code
No
Description
Unit
Rate
Rs.
0759
Decorative plywood 4 mm
sqm
250.00
0761
Fuel wood
quintal
265.00
0763
Glue
kilogram
50.00
0765
Hessian cloth
sqm
10.00
0768
Cement Concrete Jali 50 mm thick
sqm
145.00
0769
Cement Concrete Jali 40 mm thick
sqm
115.00
0770
Cement Concrete Jali 25 mm thick
sqm
92.00
0771
Kerosene oil
litre
19.00
0773
Unslaked lime
quintal
260.00
0775
Dehradun white lime
quintal
295.00
0776
Satna lime
quintal
178.00
0777
Dry hydrated lime (factory made)
quintal
177.00
0784
Marble dust/ powder
cum
800.00
0785
Marble chips up to 4mm and downsize White & black
quintal
115.00
0788
Marble chips large size above 4 mm White & black
quintal
115.00
0810
Moorum
cum
310.00
0811
Mud (dry)
cum
20.00
0815
Dry distemper
kilogram
26.00
0816
Oil bound washable distemper/ Acrylic distemper
kilogram
40.00
0818
Linseed oil (double boiled)
litre
80.00
0820
Cement primer
litre
70.00
0821
Distemper primer
litre
73.00
0823
Pink primer (for wood)
litre
72.00
0826
Aluminium paint
litre
89.00
0827
Acid proof paint (chocolate or black)
litre
93.00
0828
Anticorrosive bituminous paint (black)
litre
52.00
0829
Black Japan
litre
65.00
0830
Enamel paint
litre
115.00
0831
Floor enamel paint in all shades except green
litre
100.00
0833
Synthetic enamel paint in black or chocolate shade
litre
115.00
0834
Synthetic enamel paint in all shades except black or chocolate shade
litre
120.00
0835
Plastic emulsion paint
litre
140.00
0845
Roofing paint for iron sheets in red colour
litre
95.00
0850
White lead
kilogram
60.00
BASIC RATES – 0.3 MATERIAL
12
Code
No
Description
Unit
0851
Water proofing cement paint
kilogram
36.00
0855
Wax polish (ready made)
kilogram
150.00
0856
Ordinary varnish
litre
49.00
0857
Superior copal varnish
litre
100.00
0858
Superior spar varnish
litre
105.00
0859
Oil type wood preservative
litre
60.00
0863
Putty for wood work
kilogram
24.00
0865
Pig lead
kilogram
58.00
0868
Premixed super white gypsum plaster.
kg
5.20
0869
Plaster of Paris
kilogram
2.50
0870
Plug
each
6.00
0873
Copper pins 6 mm dia 7.5 cm long
each
7.50
0874
Black colour dark shade pigment
kilogram
42.00
0875
Red, chocolate, orange, buff or yellow (red oxide of iron) light shade
pigment
kilogram
65.00
0876
Green or blue medium shade pigment
kilogram
45.00
0886
Standard holder bat clamps for sand cast iron or cast iron pipes 150
mm dia
each
20.00
0966
Sand Cast iron plain shoe 150 mm dia
each
222.00
0967
Copper plate
kilogram
195.00
0969
Pulley 25 mm dia
each
18.00
0973
Rolling shutter made of 80x1.25 mm machine rolled laths
sqm
767.00
0974
Top cover for rolling shutters
metre
400.00
0975
27.5 cm long wire spring grade no 2 for rolling shutters
each
170.00
0976
Ball bearing for rolling shutters
each
280.00
0977
Extra for mechanical devices chain and cranked operation for
operating rolling shutters : exceeding 10.00 sq.m and up to 16.80
sq.m area of door
sqm
400.00
Extra for mechanical devices chain and cranked operation for
operating rolling shutters : exceeding 16.80 sq.m area of door
sqm
450.00
0979
Royalty for good earth
cum
11.00
0980
Royalty for sludge
cum
60.00
0982
Coarse sand (zone III)
cum
600.00
0983
Fine sand (zone IV)
cum
320.00
0992
Galvanised steel plain sheets
quintal
0994
Standard quality hard board sheet 3 mm thick
sqm
0978
BASIC RATES – 0.3 MATERIAL
13
Rate
Rs.
3,450.00
103.00
Code
No
Description
Unit
Rate
Rs.
0996
Standard quality hard board sheet 4.5 mm thick
sqm
120.00
0999
Shellac
kilogram
192.00
1000
Spirit
litre
37.00
1001
Spun yarn
kilogram
30.00
1002
Mild steel round bar 12 mm dia and below
quintal
3,100.00
1003
Mild steel round bar above 12 mm dia
quintal
3,050.00
1004
Average rate of Mild steel round bars for reinforcements
quintal
3,075.00
1005
Twisted steel / deformed bars
quintal
3,175.00
1006
Mild steel square bars
quintal
3,175.00
1007
Structural steel such as tees, angles channels and R.S. joists
quintal
3,100.00
1008
Flats up to 10 mm in thickness
quintal
2,900.00
1009
Flats exceeding 10 mm in thickness
quintal
2,875.00
1010
Mild steel plates
quintal
3,400.00
1013
Mild steel sheets for tanks
quintal
3,475.00
1015
Mild steel expanded metal 20x60 mm strands
sqm
200.00
1019
Mild steel hooks
each
22.00
1020
Mild steel rivets
quintal
1021
Hard drawn steel wire fabric
sqm
1022
Galvanised steel bolts & nuts 6 mm dia and 25 mm long round head
with slots
10 Nos
9.00
1023
Galvanised steel J or L hooks 8 mm dia
10 Nos
58.00
1024
Galvanised steel bolts & nuts 10 mm dia and 125 mm long round
head with slots
each
1025
Mild stel bolts 6 mm dia and 25 mm long with hexagonal head
10 Nos
18.00
1028
Straining bolts
each
50.00
1029
Galvanised steel barbed wire
quintal
1030
Galvanised steel turn buckles
each
9.00
1031
Galvanised steel bolts & nuts 10 mm dia and 27 cm long both sides
threaded with 4 galvanised steel nuts
each
13.00
1032
Galvanised steel bolts 10 mm dia and 7 cm long with nuts
each
9.00
1034
Bolts and nuts up to 300 mm in length
quintal
4,300.00
1035
Bolts and nuts above 300 mm in length
quintal
4,300.00
1036
Iron pintels including welded pin
each
28.00
1143
Steel beading
metre
15.00
1145
Aluminium Plain Strip edging 38x12x3 mm
metre
78.00
BASIC RATES – 0.3 MATERIAL
14
3,500.00
310.00
7.00
4,400.00
Code
No
Description
Unit
Rate
Rs.
1149
Glass strip 4 mm thick40 mm deep
metre
6.00
1151
Boundary stone top chisel dressed 15x15x90 cm
each
46.00
1154
Through and bond stone
100 Nos
970.00
1157
Stone for masonry work
cum
332.00
1158
Stone for pitching 15 cm x 22.5 cm
cum
332.00
1159
Stone dust
cum
700.00
1160
Red sand stone block
10 cudm
45.00
1161
White sand stone block
10 cudm
50.00
1163
White sand stone slab 75 mm thick (un-dressed)
sqm
256.00
1164
Red sand stone slab 40 mm thick (un-dressed)
sqm
120.00
1165
White sand stone slab 40 mm thick (un-dressed)
sqm
140.00
1166
Red sand stone slab 30 mm thick (un-dressed)
sqm
97.00
1168
Kota stone slab 20 mm to 25 mm thick (semi-polished)
sqm
239.00
1169
Kota stone slab 25mm thick (rough chiseled)
Sq.m.
150.00
1174
Red sand stone slab 45 mm and 50 mm thick (un-dressed)
sqm
145.00
1175
White sand stone slab 45 mm and 50 mm thick (un-dressed)
sqm
160.00
1177
Stone grit 6 mm and down size or pea sized gravel
cum
717.00
1179
Crushed stone 2.36 mm to 12.5 mm size
cum
675.00
1186
Superior class teak wood such as Dandeli, Balarshah or Malabar in
planks
10 cudm
895.00
1187
First class teak wood in scantling
10 cudm
492.00
1188
First class teak wood in planks
10 cudm
506.00
1189
Second class teak wood in scantling
10 cudm
394.00
1190
Second class teak wood in planks
10 cudm
410.00
1194
Second class deodar wood in planks
10 cudm
335.00
1196
First class kail wood in planks
10 cudm
186.00
1197
Second class kail wood in scantling
10 cudm
160.00
1198
Second class kail wood in planks
10 cudm
178.00
1199
Sal wood in scantling
10 cudm
218.00
1201
Precast terrazzo tiles 22 mm thick (light shade)
sqm
198.00
1202
Precast terrazzo tiles 22 mm thick(medium shade)
sqm
175.00
1203
Precast terrazzo tiles 22 mm thick (dark shade)
sqm
170.00
1207
G.I. Limpet washer
100 Nos
20.00
1208
Bitumen washer
100 Nos
18.00
1209
G.I. plain washer thick
100 Nos
27.00
BASIC RATES – 0.3 MATERIAL
15
Code
No
Description
Unit
1210
G.I. plain washer thin
100 Nos
20.00
1211
G.I. plain washer for seam bolts
100 Nos
21.00
1213
Water proofing materials
kilogram
20.00
1214
Welding by gas plant
cm
1.00
1215
Welding by electric plant
cm
1.00
1216
Whiting
quintal
1219
Wire nails
kilogram
40.00
1220
Wire mesh (rabbit)
sqm
38.00
1221
20 mm dia holding down bolts
quintal
1222
Mild steel sheets with bolts and nuts to rest on pintels
each
1224
Hard drawn steel wire
quintal
3,100.00
1225
Mild steel flat strap fitting
quintal
2,900.00
1227
Chequered terrazzo tiles 22 mm thick(light shade)
sqm
230.00
1228
Chequered terrazzo tiles 22 mm thick(medium shade)
sqm
200.00
1229
Chequered terrazzo tiles 22 mm thick (dark shade)
sqm
170.00
1231
Extra for selected planks of second class teakwood
10 cudm
1234
Aluminium Plain Strip edging 57x12x3 mm
metre
1235
Diesel oil
litre
1237
Cutting marble or sand stone slab up to 50 mm thick by mechanical
device
metre
1238
Extra for selected planks of first class teakwood
10 cudm
80.00
1241
Commercial LPG in cylinder.
kg
35.00
1301
Bleaching powder
quintal
1304
Surface box for stop cock
each
72.00
1305
Surface box for sluice valve
each
140.00
1307
Surface box for water meter
each
185.00
1309
C.I. bracket for wash basin and sinks
pair
48.00
1314
C.P.brass chain with 32 mm dia rubber plug
each
21.00
1315
C.P.brass chain with 40 mm dia rubber plug
each
22.00
1330
Clamps and M.S. stays including bolts and nuts for 100 mm pipe
each
28.00
1331
M.S.Holder bat clamp of approved design for 100 mm S.C.I. pipe
each
13.00
1332
M.S.Holder bat clamp of approved design for75 mm S.C.I. pipe
each
11.00
1334
Clamps and M.S. stays including bolts and nuts for 50 mm pipe
each
20.00
1335
Clamps and M.S. stays including bolts and nuts for 75 mm pipe
each
25.00
1336
Clearing eye with chain and lid 100 mm dia
each
37.00
BASIC RATES – 0.3 MATERIAL
16
Rate
Rs.
329.00
3,800.00
75.00
72.00
105.00
30.25
6.00
1,550.00
Code
No
Description
Unit
Rate
Rs.
1337
Clearing eye with chain and lid 150 mm dia
each
41.00
1339
Brass bib-cock 15 mm dia
each
157.00
1340
Brass bib-cock 20 mm dia
each
193.00
1342
Brass stop-cock 15 mm dia
each
157.00
1343
Brass stop-cock 20 mm dia
each
193.00
1350
Mosquito proof coupling of approved design
each
23.00
1352
C.I. cover and frame 300x300 mm inside
each
265.00
1353
C.I.cover without frame 300x300mm inside i/c cover of 4.50 kg
each
170.00
1354
Rectangular cover 455x610 mm with frame (low duty)
each
1,395.00
1355
Rectangular cover 455x610mm without frame (low duty)
each
844.00
1356
500 mm dia cover with frame (medium duty)
each
4,257.00
1357
500 mm dia cover without frame (medium duty)
each
2,129.00
1360
C.I.mouth, brass ferrule 15 mm dia
each
80.00
1361
C.I.mouth, brass ferrule 20 mm dia
each
114.00
1362
C.I.mouth, brass ferrule 25 mm dia
each
156.00
1363
Vitreous china foot rests 250x130x30 mm
pair
79.00
1364
C.I. grating 100x100 mm
each
10.00
1366
C.I. grating 150x150 mm
each
19.00
1367
C.I. grating 180x180 mm
each
23.00
1369
S.C.I. gully or nahani grating 100 mm dia
each
10.00
1373
Rubber insertions for80 mm dia pipe joints
each
9.00
1374
Rubber insertions for 100 mm dia pipe joints
each
12.00
1375
Rubber insertions for 125 mm dia pipe joints
each
13.00
1376
Rubber insertions for 150 mm dia pipe joints
each
15.00
1377
Rubber insertions for 200 mm dia pipe joints
each
20.00
1378
Rubber insertions for 250 mm dia pipe joints
each
30.00
1379
Rubber insertions for 300 mm dia pipe joints
each
38.00
1380
Rubber insertions for 350 mm dia pipe joints
each
45.00
1381
Rubber insertions for 400 mm dia pipe joints
each
66.00
1382
Rubber insertions for 450 mm dia pipe joints
each
83.00
1383
Rubber insertions for 500 mm dia pipe joints
each
106.00
1384
Rubber insertions for 600 mm dia pipe joints
each
118.00
1392
Mirror of superior make glass 60x45 cm
each
249.00
1396
Vitreous china pedestal for wash basin
each
527.00
BASIC RATES – 0.3 MATERIAL
17
Code
No
Description
Unit
1397
Pig lead
kilogram
1464
S & S.C.I.standard specials up to 300 mm dia (heavy class)
quintal
2,400.00
1466
S & S.C.I.standard specials over 300 mm dia (heavy class)
quintal
2,595.00
1468
Flanged C.I. standard specials up to 300 mm dia(heavy class)
quintal
4,320.00
1470
Flanged C.I. standard specials over 300 mm dia(heavy class)
quintal
4,772.00
1472
Casing pipe 100 mm dia
metre
292.00
1532
Flush pipe with union spreaders and clamps all in C.P. brass for
single stall
each
204.00
Flush pipe with union spreaders and clamps all in C.P. brass for
double stall
each
333.00
Flush pipe with union spreaders and clamps all in C.P. brass for
range of three stall
each
415.00
Flush pipe with union spreaders and clamps all in C.P. brass for
range of four stall
each
465.00
Flush pipe and spreaders G.I.for single set of one squatting plate
urinal
each
138.00
1541
Flush pipe and spreaders G.I.for range of two squatting plates urinal
each
203.00
1542
Flush pipe and spreaders G.I.for range of three squatting plates urinal
each
255.00
1543
Flush pipe and spreaders G.I.for range of four squatting plates urinal
each
320.00
1545
G.I. pipes 15 mm dia
metre
58.00
1546
G.I. pipes 20 mm dia
metre
77.00
1547
G.I. pipes 25 mm dia
metre
109.00
1548
G.I. pipes 32 mm dia
metre
140.00
1549
G.I. pipes 40 mm dia
metre
160.00
1550
G.I. pipes 50 mm dia
metre
211.00
1551
G.I. pipes 65 mm dia
metre
269.00
1552
G.I. pipes 80 mm dia
metre
355.00
1555
G.I. back (jam) nuts25 mm dia
each
5.00
1559
G.I. back (jam) nuts65 mm dia
each
15.00
1608
G.I. tees (equal) 25 mm
each
38.00
1612
G.I. tees (equal) 65 mm
each
215.00
1614
G.I. inlet connection
each
50.00
1616
S.C.I. soil, waste and vent single socketed pipe1.80 metres
long:75mm dia
each
537.00
S.C.I. soil, waste and vent single socketed pipe1.80 metres long:
100mm dia
each
610.00
S.C.I. soil, waste and vent single socketed pipe1.80 metres long:
each
1,205.00
1533
1534
1535
1540
1617
1618
BASIC RATES – 0.3 MATERIAL
18
Rate
Rs.
58.00
Code
No
Description
Unit
Rate
Rs.
150mm dia
1620
S.C.I. plain bend75mm dia
each
140.00
1621
S.C.I. plain bend 100mm dia
each
178.00
1622
S.C.I. plain bend 150mm dia
each
407.00
1624
S.C.I. bend with access door 75mm dia
each
161.00
1625
S.C.I. bend with access door 100mm dia
each
194.00
1627
S.C.I. plain single equal junctions75x75x75 mm dia
each
205.00
1628
S.C.I. plain single equal junctions100x100x100 mm dia
each
265.00
1630
S.C.I. single equal junctions75x75x75 mm dia with access door.
each
224.00
1631
S.C.I. single equal junctions 100x100x100 mm dia with access door.
each
297.00
1633
S.C.I. plain double equal junctions 75x75x75x75 mm dia
each
296.00
1634
S.C.I. plain double equal junctions100x100x100x100 mm dia
each
394.00
1636
S.C.I. double equal junctions75x75x75x75 mm dia with access door.
each
333.00
1637
S.C.I. double equal junctions 100x100x100x100 mm dia with access
door.
each
417.00
1639
Slotted cowl (terminal guard )75 mm dia
each
109.00
1640
Slotted cowl (terminal guard ) 100 mm dia
each
152.00
1641
G.I. Union 15 mm nominal bore
each
32.00
1642
G.I. Union 20 mm nominal bore
each
50.00
1643
G.I. Union 25 mm nominal bore
each
59.00
1644
G.I. Union 32 mm nominal bore
each
73.00
1645
G.I. Union 40 mm nominal bore
each
108.00
1646
G.I. Union 50 mm nominal bore
each
158.00
1647
G.I. Union 65 mm nominal bore
each
324.00
1648
G.I. Union 80mm nominal bore
each
392.00
1649
Polyethylene water storage tank with cover and suitable locking
arrangement
per litre
Sand cast iron S&S plain single unequal junctions : 100x100x75 mm
dia
each
288.00
Sand cast iron S&S single unequal junctions: 100x100x75 mm dia
with access door.
each
321.00
Sand cast iron S&S plain double unequal junctions : 100x100x75x75
mm dia
each
423.00
Sand cast iron S&S double unequal junctions: 100x100x75x75 mm
dia with access door.
each
453.00
Sand cast iron heel rest bend75mm dia
each
165.00
1653
1656
1659
1662
1666
BASIC RATES – 0.3 MATERIAL
19
4.00
Code
No
Description
Unit
Rate
Rs.
1667
Sand cast iron heel rest bend 100mm dia
each
197.00
1669
S.C.I. single equal invert branch of required degree75x75x75 mm dia
each
239.00
1670
S.C.I. single equal invert branch of required degree 100x100x100 mm
dia
each
321.00
S.C.I. double equal invert branch of required degree 75x75x75x75
mm dia
each
314.00
S.C.I. double equal invert
100x100x100x100 mm dia
each
422.00
S.C.I. single unequal invert branch of required degree100x100x75
mm dia
each
382.00
S.C.I. double unequal
100x100x75x75 mm dia
each
458.00
1672
1673
1674
1677
invert
branch
branch
of
of
required
required
degree
degree
1682
S.C.I. door pieces 75 mm dia
each
211.00
1683
S.C.I. door pieces 100 mm dia
each
291.00
1685
S.C.I. collar 75 mm dia
each
82.00
1686
S.C.I. collar 100 mm dia
each
110.00
1687
Unplasticised P.V.C. connection pipe with brass union 30 cm long 15
mm bore
each
18.00
Unplasticised P.V.C. connection pipe with brass union 30 cm long 20
mm bore
each
25.00
Unplasticised P.V.C. connection pipe with brass union 45 cm long 15
mm bore
each
25.00
Unplasticised P.V.C. connection pipe with brass union 45 cm long 20
mm bore
each
35.00
1693
S.C.I. hand pump
each
450.00
1700
R.C.C. pipes NP2 class 100 mm dia
metre
118.00
1701
R.C.C. pipes NP2 class 150 mm dia
metre
135.00
1702
R.C.C. pipes NP2 class 250 mm dia
metre
157.00
1703
R.C.C. pipes NP2 class 300 mm dia
metre
228.00
1704
R.C.C. pipes NP2 class 450 mm dia
metre
333.00
1705
R.C.C. pipes NP2 class 500 mm dia
metre
398.00
1706
R.C.C. pipes NP2 class 600 mm dia
metre
642.00
1707
R.C.C. pipes NP2 class 700 mm dia
metre
719.00
1709
R.C.C. pipes NP2 class 800 mm dia
metre
836.00
1710
R.C.C. pipes NP2 class 900 mm dia
metre
986.00
1711
R.C.C. pipes NP2 class 1000 mm dia
metre
1,243.00
1712
R.C.C. pipes NP2 class 1100 mm dia
metre
1,500.00
1688
1689
1690
BASIC RATES – 0.3 MATERIAL
20
Code
No
Description
Unit
1713
R.C.C. pipes NP2 class 1200 mm dia
metre
1714
R.C.C. collarsNP2 class 100 mm dia
each
16.00
1715
R.C.C. collarsNP2 class 150 mm dia
each
21.00
1716
R.C.C. collarsNP2 class 250 mm dia
each
34.00
1717
R.C.C. collarsNP2 class 300 mm dia
each
42.00
1718
R.C.C. collarsNP2 class 450 mm dia
each
63.00
1719
R.C.C. collarsNP2 class 500 mm dia
each
73.00
1720
R.C.C. collarsNP2 class 600 mm dia
each
92.00
1721
R.C.C. collarsNP2 class 700 mm dia
each
102.00
1723
R.C.C. collarsNP2 class 800 mm dia
each
146.00
1724
R.C.C. collarsNP2 class 900 mm dia
each
178.00
1725
R.C.C. collarsNP2 class 1000 mm dia
each
210.00
1726
R.C.C. collarsNP2 class 1100 mm dia
each
241.00
1727
R.C.C. collarsNP2 class 1200 mm dia
each
280.00
1854
Stoneware pipes grade A (60 cm long) 100 mm dia
each
30.00
1855
Stoneware pipes grade A (60 cm long) 150 mm dia
each
42.00
1856
Stoneware pipes grade A (60 cm long) 200 mm dia
each
80.00
1857
Stoneware pipes grade A (60 cm long) 230 mm dia
each
85.00
1858
Stoneware pipes grade A (60 cm long) 250 mm dia
each
113.00
1859
Stoneware pipes grade A (60 cm long) 300 mm dia
each
165.00
1863
Fire clay kitchen sink: 600x450x250 mm
each
1,192.00
1871
White vitreous china laboratory sink450x300x150 mm
each
664.00
1872
White vitreous china laboratory sink600x450x200 mm
each
1,400.00
1875
White plastic seat (solid)with lid C.P.brass hinges and rubber buffers
each
275.00
1876
Black plastic seat (solid) with lid C.P.brass hinges and rubber buffers
each
250.00
1878
Shower rose C.P.brass for 15 to 20 mm inlet 100 mm dia
each
28.00
1879
Shower rose C.P.brass for 15 to 20 mm inlet 150 mm dia
each
40.00
1881
Spun yarn
kilogram
30.00
1882
Strainer brass 40 mm dia 1.5 metre long
each
405.00
1885
15 mm C.P.brass tap
each
103.00
1889
C.P.brass toilet paper holder of standard size
each
70.00
1891
C.I. trap for standard urinal with vent arm with operating and other
couplings in C.P.brass: 50 mm dia
each
125.00
C.I. trap for standard urinal with vent arm with operating and other
couplings in C.P.brass: 80 mm dia
each
158.00
1893
BASIC RATES – 0.3 MATERIAL
21
Rate
Rs.
1,543.00
Code
No
Description
Unit
Rate
Rs.
1895
C.P.brass trap40 mm dia
each
99.00
1896
100 mm S.C.I. trap with vent heel
each
260.00
1897
100 mm S.C.I. trap with 100 mm inlet and 100 mm outlet
each
221.00
1898
100 mm S.C.I. trap with 100 mm inlet and75 mm outlet
each
164.00
1900
S.W. gully trap P type 100x100 mm
each
55.00
1902
S.W. gully trap P type 150x100 mm
each
86.00
1904
S.W. gully trap P type 180x150 mm
each
160.00
1913
Vitreous china lipped front urinal
each
380.00
1915
Vitreous china squatting plate urinal
each
610.00
1922
H.P. or L.P. ball valve with polythene floats: 15 mm dia
each
175.00
1923
H.P. or L.P. ball valve with polythene floats: 20 mm dia
each
260.00
1924
H.P. or L.P. ball valve with polythene floats: 25 mm dia
each
300.00
1927
Brass full way valve with C.I. wheel (screwed end) 25 mm dia
each
235.00
1928
Brass full way valve with C.I. wheel (screwed end) 32 mm dia
each
296.00
1929
Brass full way valve with C.I. wheel (screwed end) 40 mm dia
each
330.00
1930
Brass full way valve with C.I. wheel (screwed end) 50 mm dia
each
483.00
1931
Brass full way valve with C.I. wheel (screwed end) 65 mm dia
each
700.00
1932
Brass full way valve with C.I. wheel (screwed end) 80 mm dia
each
1,160.00
1933
Gunmetal non-return valve-horizontal (screwed end) 25 mm dia
each
238.00
1934
Gunmetal non-return valve-horizontal (screwed end) 32 mm dia
each
305.00
1935
Gunmetal non-return valve-horizontal (screwed end) 40 mm dia
each
410.00
1936
Gunmetal non-return valve-horizontal (screwed end) 50 mm dia
each
618.00
1937
Gunmetal non-return valve-horizontal (screwed end) 65 mm dia
each
1,085.00
1938
Gunmetal non-return valve-horizontal (screwed end) 80 mm dia
each
1,540.00
1940
C.I.sluice valve (with caps) class I : 100 mm dia
each
1,890.00
1941
C.I.sluice valve (with caps) class I : 125 mm dia
each
2,365.00
1942
C.I.sluice valve (with caps) class I : 150 mm dia
each
2,840.00
1943
C.I.sluice valve (with caps) class I : 200 mm dia
each
5,405.00
1944
C.I.sluice valve (with caps) class I : 250 mm dia
each
8,050.00
1945
C.I.sluice valve (with caps) class I : 300 mm dia
each
9,920.00
1947
Vitreous china flat back wash basin 630x450 mm
each
585.00
1949
Vitreous china angle back wash basin 600x480 mm
each
540.00
1950
Vitreous china angle back wash basin 400x400 mm
each
347.00
1951
C.P. brass waste 32 mm
each
48.00
BASIC RATES – 0.3 MATERIAL
22
Code
No
Description
Unit
Rate
Rs.
1952
C.P. brass waste 40 mm
each
53.00
1953
Vitreous china Indian type w.c. pan size 580 mm
each
290.00
1954
Vitreous china orrisa type w.c. pan size 580 mm
each
700.00
1955
Vitreous china pedestal type water closet
each
554.00
1956
Bolts and nuts 16 mm dia 60 mm long
each
8.00
1957
Bolts and nuts 16 mm dia 65 mm long
each
8.00
1958
Bolts and nuts 20 mm dia 65 mm long
each
12.00
1959
Bolts and nuts 20 mm dia 70 mm long
each
12.00
1960
Bolts and nuts 20 mm dia 75 mm long
each
12.00
1961
Bolts and nuts 20 mm dia 80 mm long
each
13.00
1962
Bolts and nuts 24 mm dia 85 mm long
each
24.00
1963
Bolts and nuts 24 mm dia 90 mm long
each
26.00
1964
Bolts and nuts 27 mm dia 100 mm long
each
30.00
1965
White vitreous china dual purpose closet (Anglo Indian W.C.) suitable
for use as squatting pan or European type water closet as per
manufacturer's specifications
each
796.00
1970
Vitreous china foot rests 250x125x25 mm
pair
80.00
1980
Fly ash
cum
6.00
1984
F.P.S. bricks tile class designation 100
1000 Nos
1,950.00
1986
Modular bricks class designation75
1000 Nos
2,700.00
2391
Strips-Aluminium fluted 3.15mm thick and 150mm wide
metre
216.00
2392
Strips Aluminium fluted 3.15mm thick and 200mm wide metre
Metre
288.00
2406
Float glass sheet of nominal thickness 4 mm (weight not less than
10kg/sqm).
sqm
248.00
Float glass sheet of nominal thickness 5.5 mm.(weight not less than
13.50 kg/sqm).
sqm
340.00
2412
Ply wood 5 ply with commercial ply on both faces 6 mm thick
sqm
282.00
2447
Hollock ballies 125 mm diameter
metre
27.00
2449
Oxidised mild steel pull bolt lock (locking bolt) of size 85 mm x 42 mm
with screws, bolts, nuts and washers complete
each
27.00
Brass cupboard lock 6 levers (best make of approved quality) 40 mm
size
each
36.00
Brass cupboard lock 6 levers (best make of approved quality) 50 mm
size
each
43.00
Brass cupboard lock 6 levers (best make of approved quality) 65 mm
size
each
55.00
Brass cupboard lock 6 levers (best make of approved quality) 75 mm
each
70.00
2407
2451
2452
2453
2454
BASIC RATES – 0.3 MATERIAL
23
Code
No
Description
Unit
Rate
Rs.
size
2455
Brass hanging type door stopper 150 mm
each
46.00
2456
Hydraulic door closer bottle type M.S. body with necessary
accessories and screws complete
each
506.00
2459
Anodised Aluminium hanging type door stopper
each
14.00
2464
Anodised Aluminium pull bolt lock (locking bolt) of size 85 mmx42
mm with screws, bolts ,nuts and washers complete
each
34.00
2465
Anodised Aluminium Casement stay 250 mm
each
36.00
2466
Hollock wood in scantling
10 cudm
217.00
2467
Chromium plated Brass pull bolt lock (locking bolt) of size 85 mmx42
mm with screws, bolts, nuts and washers complete
each
130.00
2468
Nickeled Chromium Brass cupboard lock 40 mm size
each
38.00
2469
Nickeled Chromium Brass cupboard lock 50 mm size
each
53.00
2470
Nickeled Chromium Brass cupboard lock 65 mm size
each
64.00
2471
Nickeled Chromium Brass cupboard lock 75 mm size
each
75.00
2480
Ply wood 5 ply with teak ply on both faces 9 mm thick
sqm
693.00
2481
Ply wood 5 ply with teak ply on one face and commercial ply on
another face 9 mm thick
sqm
550.00
Ply wood 7 ply with teak ply on one face and commercial ply on
another face 9 mm thick
sqm
585.00
2500
Extra for selected planks of second class deodar wood
10 cudm
2504
Kiln seasoning of timber
cum
539.00
2505
Hollock wood in planks
10 cudm
230.00
2602
F.P.S. bricks class designation75
1000 Nos
1,900.00
2603
F.P.S. bricks class designation50
1000 Nos
1,700.00
2704
Aluminium Strip 40 mm wide and 2 mm thick
kilogram
195.00
2710
White marble makrana second quality plain veined stone pieces for
crazy flooring
quintal
105.00
2750
8 mm thick granite stone tiles (mirror polished of all shades)
sqm
555.00
2751
8 mm thick marble tiles (polished) Raj Nagar
sqm
294.00
2901
Stone Aggregate (Single size) : 100 mm nominal size
cum
575.00
2902
Stone Aggregate (Single size) : 80 mm nominal size
cum
575.00
2903
Stone chippings/ screenings 4.75 mm nominal size
cum
800.00
2904
Stone chippings/ screenings 150 micron nominal size
cum
800.00
2908
Over burnt (Jhama) Brick Aggregate: 120 mm to 40 mm size
cum
285.00
2909
Over burnt (Jhama) Brick Aggregate: 90 mm to 40 mm size
cum
320.00
2483
BASIC RATES – 0.3 MATERIAL
24
59.00
Code
No
Description
Unit
Rate
Rs.
2910
Stone chippings/ screenings 12.5/ 13.2 mm nominal size
cum
700.00
2911
Stone chippings/ screenings 10/ 11.2 mm nominal size
cum
700.00
2914
Solvent
kilogram
2916
Paving Asphalt 80/100 penetration
tonne
3002
Polyvinyl chloride sheet 400 micron thick
sqm
26.00
3004
Stone ware spouts 100 mm dia 60 cm long
each
28.00
3050
Galvanised steel corrugated sheets
quintal
3080
Gunmetal non-return valve-horizontal (screwed end) 25 mm dia
each
260.00
3084
Gunmetal non-return valve-horizontal (screwed end) 32 mm dia
each
385.00
3088
Gunmetal non-return valve-horizontal (screwed end) 40 mm dia
each
505.00
3092
Gunmetal non-return valve-horizontal (screwed end) 50 mm dia
each
712.00
3096
Gunmetal non-return valve-horizontal (screwed end) 65 mm dia
each
1,245.00
3213
Vitreous china Surgeon type wash basin of size 660x460 mm
each
810.00
3228
600x120 mm glass shelf with anodised aluminium angle frame, C.P.
brass brackets and guard rail of standard size
each
95.00
3229
Vitreous china flat back wash basin 550x400 mm
each
450.00
3300
Gunmetal non-return valve-horizontal (screwed end) 80 mm dia
each
2,038.00
3311
C.I.sluice valve (with caps) class II : 100 mm dia
each
1,950.00
3314
C.I.sluice valve (with caps) class II : 125 mm dia
each
2,465.00
3317
C.I.sluice valve (with caps) class II : 150 mm dia
each
3,000.00
3320
C.I.sluice valve (with caps) class II : 200 mm dia
each
5,800.00
3321
C.I.sluice valve (with caps) class II : 250 mm dia
each
8,200.00
3326
C.I.sluice valve (with caps) class II : 300 mm dia
each
10,250.00
3617
C.P. Brass Union 40 mm dia
each
130.00
3620
C.C.I.(spun) socketed soil, waste and vent pipe 1.80 metres
long:100mm dia
each
978.00
C.C.I.(spun) socketed soil, waste and vent pipe 1.80 metres
long:75mm dia
each
846.00
3624
S.C.I. S&S bends with access door100mm dia
each
225.00
3625
S.C.I. S&S bends with access door75mm dia
each
179.00
3628
S.C.I. S&S bend100mm dia
each
190.00
3629
S.C.I. S&S bend75mm dia
each
143.00
3634
S.C.I. S&S heel rest sanitary bend 100mm dia
each
233.00
3635
S.C.I. S&S heel rest sanitary bend 75mm dia
each
204.00
3640
S.C.I. S&S single equal junctions100x100x100 mm
each
367.00
3621
BASIC RATES – 0.3 MATERIAL
25
18.00
22,500.00
3,650.00
Code
No
Description
Unit
Rate
Rs.
3641
S.C.I. S&S single equal junctions75x75x75 mm
each
276.00
3644
S.C.I. S&S single equal junctions with access door 100x100x100 mm
each
396.00
3645
S.C.I. S&S single equal junctions with access door 75x75x75 mm
each
294.00
3650
S.C.I. S&S double equal junctions100x100x100x100 mm
each
467.00
3651
S.C.I. S&S double equal junctions75x75x75x75 mm
each
373.00
3654
S.C.I. S&S double
100x100x100x100 mm.
each
502.00
S.C.I. S&S double equal junctions with access door 75x75x75x75
mm.
each
400.00
3660
S.C.I. S&S single unequal junctions100x100x75 mm
each
461.00
3664
S.C.I. S&S single unequal junctions with access door 100x100x75
mm
each
523.00
3670
S.C.I. S&S double unequal junctions100x100x75x75 mm
each
639.00
3674
S.C.I. S&S double
100x100x75x75 mm
each
700.00
each
325.00
S.C.I. S&S single equal invert branch of required degree 75x75x75
mm dia
each
247.00
S.C.I.
S&S
double
equal
degree100x100x100x100 mm dia
each
414.00
S.C.I. S&S double equal invert branch of required degree
75x75x75x75 mm dia
each
334.00
S.C.I. S&S single unequal
degree100x100x75 mm dia
invert
each
422.00
S.C.I. S&S double unequal
degree100x100x75x75 mm dia
invert
each
574.00
3655
3681
3682
3685
3686
3690
3695
equal
junctions
unequal
S.C.I. S&S single equal
100x100x100 mm dia
invert
with
junctions
with
branch
invert
access
of
access
required
branch
branch
branch
of
of
of
door
door
degree
required
required
required
3699
S.C.I. S&S, 75 mm offset for75 mm dia pipe
each
179.00
3707
S.C.I. S&S, 150 mm offset for75 mm dia pipe
each
223.00
3708
S.C.I. S&S, 150 mm offset for100 mm dia pipe
each
306.00
3712
S.C.I. S&S, 114 mm offset for75 mm dia pipe
each
220.00
3713
S.C.I. S&S, 114 mm offset for100 mm dia pipe
each
289.00
3716
S.C.I. S&S, 152 mm offset for75 mm dia pipe
each
275.00
3717
S.C.I. S&S, 152 mm offset for100 mm dia pipe
each
361.00
3728
S.C.I. S&S door pieces 100 mm dia
each
230.00
3729
S.C.I. S&S door pieces 75 mm dia
each
176.00
3733
S.C.I.S&S, Slotted Cowl (Terminal Guard) 100 mm
each
154.00
3734
S.C.I.S&S, Slotted Cowl (Terminal Guard) 75 mm
each
142.00
BASIC RATES – 0.3 MATERIAL
26
Code
No
Description
Unit
Rate
Rs.
3738
S.C.I. S&S, collars 100 mm
each
161.00
3739
S.C.I. S&S, collars 75 mm
each
115.00
3746
S.C.I. S&S, 76 mm offset for75 mm dia pipe
each
126.00
3747
S.C.I. S&S, 76 mm offset for100 mm dia pipe
each
220.00
3749
Vitreous china toilet paper holder of standard size
each
89.00
3860
560 mm dia cover with frame (Heavy duty)
each
7,634.00
3861
560 mm dia cover without frame (Heavy duty)
each
3,664.00
4006
Pressed steel door frames (mild steel sheet 1.25mm) Profile "B"
metre
170.00
4007
Pressed steel door frames (mild steel sheet 1.25mm) Profile "C"
metre
187.00
4008
Pressed steel door frames (mild steel sheet 1.25mm) Profile "E"
metre
214.00
4009
Mild steel tubes hot finished welded type
kilogram
38.00
4010
Mild steel tubes hot finished seamless type
kilogram
42.00
4011
Mild steel tubes electric resistant or induction butt welded
kilogram
53.00
4012
Circular C.I. Box for ceiling fan
each
35.00
4013
Pulley 40 mm dia
each
19.00
4014
Ready made steel door with necessary hinges, lugs and glazing clips
excluding other fittings & their fixing
sqm
1,406.00
4201
Aluminium primer
litre
63.00
4202
Red oxide Zinc chromate primer
litre
58.00
4203
Copper acetate
kilogram
228.00
4204
Hydrochloric acid
kilogram
27.00
4205
Copper chloride
kilogram
244.00
4206
Copper nitrate
kilogram
173.00
4207
Ammonium chloride
kilogram
12.00
5001
Mobil oil
litre
95.00
6001
White marble slab Makrana second quality plain veined 18 mm thick
sqm
1,722.00
6007
Pink marble slab plain 18mm thick
sqm
546.00
6010
Udaypur green marble slab plain 18mm thick
sqm
580.00
6019
Black Zebra marble slab plain 18mm thick
sqm
415.00
6501
Sand zone V (Jamuna)
cum
175.00
7001
Brass 100mm mortice latch and lock with6 levers without pair of
handles
each
150.00
Pair of Anodised Aluminium lever handles for 100mm mortice latch
and lock
each
195.00
Vitreous china flat back wash basin 450x300 mm
each
360.00
7003
7004
BASIC RATES – 0.3 MATERIAL
27
Code
No
Description
Unit
Rate
Rs.
7005
Vitreous china 10 litres low level cistern without fittings
each
824.00
7006
Vitreous china 10 litres low level cistern with fittings
each
1,390.00
7008
F.P.S. clay fly ash bricks class designation 75
1000 Nos
1,412.00
7009
Gypsum board
sqm
7010
Ceiling sections
metre
36.00
7011
Perimeter channel
metre
23.00
7012
Intermediate channel
metre
38.00
7013
Ceiling angle
metre
16.00
7014
Connecting clips
each
5.00
7015
Soffit cleat
each
3.00
7016
Joint filler
kilogram
19.00
7017
Joint finisher
kilogram
22.00
7018
Joint tape roll
roll
7019
Dash fastener / chemical fastener
each
7020
All drive screws ( for gypsum board)
100 Nos
40.00
7021
Primer ( for gypsum board)
litre
76.00
7022
Chlorpyriphos 20% E.C. / Lindane 20% E.C.
litre
150.00
7023
Chromium plated brackets ( curtain rods)
each
7024
Acid Proof cement
tonne
7027
M.S. Butt hinges 125x90x4 mm
10 Nos
7029
Galvanised wire mesh of average width of aperture 1.4 mm and
nominal dia. of wire 0.63 mm
sqm
142.00
Frosted glass sheet of nominal thickness 4 mm (weighing not less
than 10 kg/sqm)
sqm
257.00
7034
Nickel plated M.S. pipe 20 mm dia.
metre
54.00
7035
Nickel plated M.S. Brackets for curtain rod 20 mm
each
3.00
7036
Nickel plated M.S. Brackets for curtain rod 25 mm
each
4.00
7040
Oxidised mild steel screws 35 mm
100 Nos
28.00
7042
Mild steel conduit pipe (heavy type) ISI marked-20 mm dia.
metre
44.00
7043
Mild steel conduit pipe (heavy type) ISI marked-25 mm dia.
metre
49.00
7044
Rolling shutters of 80x0.90 mm laths
sqm
576.00
7045
Rolling shutters of 80x1.2 mm laths
sqm
615.00
7046
Top cover of Rolling shutters 0.90 mm thick
metre
205.00
7047
Top cover of Rolling shutters 1.20 mm thick
metre
228.00
7048
Rawl plug 50 mm (designation 10 no.)
each
7032
BASIC RATES – 0.3 MATERIAL
28
140.00
120.00
8.00
5.00
7,400.00
80.00
7.00
Code
No
Description
Unit
7049
Teak wood lipping of size 25x3 mm in pelmets
metre
7055
Flat pressed 3 layer and graded particle board (medium density)
Grade 1 conforming to IS : 3087 - 18 mm thick
sqm
7056
Aluminium tee channel (heavy duty) with rollers and stop end
metre
35.00
7059
Aluminium hanging floor door stopper with twin rubber & stopper
each
44.00
7060
Hydraulic door closer tubular type Aluminium section body
each
765.00
7063
Oxidised M.S.casement stay (straight peg type) 300 mm not less than
0.33 kg
each
14.00
Oxidised M.S.casement stay (straight peg type) 250 mm not less than
0.28 kg
each
12.00
Oxidised M.S.casement stay (straight peg type) 200 mm not less than
0.24 kg
each
11.00
7068
Extra for providing grilled rolling shutters with 8 mm dia M.S. rod
sqm
185.00
7070
Chequered precast cement concrete tiles 22mm thick using marble
chips of size 6mm - light shade using white cement
sqm
415.00
White marble Raj Nagar plain 20 mm thick (slab area 0.10 sqm to
0.20 sqm)
sqm
415.00
7077
Acid and alkali resistant tiles 300x300 mm size, 10 mm thick
10 Nos
460.00
7087
S.C.I. Tee 150 mm
each
460.00
7090
Expanded polystyrene type N- Normal
sqm
108.00
7091
Expanded polystyrene type - SE
sqm
131.00
7095
Stainless steel kitchen sink - with drain board bowl depth 250 mm.
each
4,900.00
7096
Stainless steel kitchen sink - with drain board 510 x 1040mm bowl
depth 225 mm.
each
4,600.00
Stainless steel kitchen sink - with drain board 510 x 1040mm bowl
depth 200 mm.
each
4,100.00
Stainless steel kitchen sink - with drain board 510x1040mm bowl
depth 178 mm
each
2,600.00
Stainless steel kitchen sink - without drain board 610x510mm bowl
depth 200 mm
each
2,700.00
Stainless steel kitchen sink - without drain board 610x460mm bowl
depth 200 mm.
each
2,500.00
Stainless steel kitchen sink - without drain board 470x420mm bowl
depth 178 mm
each
1,600.00
7104
Coloured Orissa pattern W.C. pan 580x440 mm
each
1,043.00
7105
Coloured Pedestal type W.C. pan 580x440 mm (European type)
each
865.00
7106
Coloured Vitreous china 10 lit. low level cistern
each
1,268.00
7107
Coloured (other than black) solid P.V.C. seat in European W.C. pan
each
380.00
7064
7065
7071
7097
7098
7101
7102
7103
BASIC RATES – 0.3 MATERIAL
29
Rate
Rs.
16.00
301.00
Code
No
Description
Unit
Rate
Rs.
7112
Circular shape 450 mm dia Mirror with Plastic moulded frame
each
370.00
7113
Rectangular shape 453x357 mm Mirror with Plastic moulded frame
each
245.00
7114
Oval shape 450x350 mm (outer dimensions) Mirror with Plastic
moulded frame
each
280.00
7115
Rectangular shape 1500x450 mm Mirror with Plastic moulded frame
each
635.00
7116
Hard board 6 mm thick
sqm
151.00
7117
Semi Rigid PVC waste pipe for sink and wash basin 32 mm dia with
length not less than 700 mm i/c PVC waste fittings
each
16.00
Semi Rigid PVC waste pipe for sink and wash basin 40 mm dia with
length not less than 700 mm i/c PVC waste fittings
each
21.00
Flexible (coil shaped) PVC waste pipe for sink and wash basin 32
mm dia with length not less than 700 mm i/c PVC waste fittings
each
20.00
Flexible (coil shaped) PVC waste pipe for sink and wash basin 40
mm dia with length not less than 700 mm i/c PVC waste fittings
each
22.00
Coloured High density polyethylene/ poly propylene 10 lit. (full flush)
capacity controlled low level flushing cistern with fittings
each
632.00
White Vitreous china 10 lit. (full flush) capacity controlled low level
flushing cistern with all fittings
each
858.00
Coloured Vitreous china 10 lit. (full flush) capacity controlled low level
flushing cistern with all fittings
each
1,277.00
7128
S.W. intercepting trap 100 mm dia
each
144.00
7129
S.W. intercepting trap 150 mm dia
each
202.00
7130
Rectangular shape 600x450 mm precast R.C.C. manhole cover with
frame - L.D. - 25
each
628.00
Square shape 350x350 mm precast R.C.C. manhole cover with frame
- L.D. - 25
each
540.00
Circular shape 450 mm dia precast R.C.C. manhole cover with frame
- L.D. - 25
each
474.00
Rectangular shape 500x500 mm precast R.C.C. manhole cover with
frame - M.D. - 10
each
575.00
Circular shape 500 mm dia precast R.C.C. manhole cover with frame
- M.D. - 10
each
575.00
Circular shape 560 mm dia precast R.C.C. manhole cover with frame
- H.D. - 20
each
838.00
Circular shape 560 mm dia precast R.C.C. manhole cover with frame
- E.H.D. - 35
each
935.00
7118
7119
7120
7123
7126
7127
7131
7132
7133
7134
7135
7136
7137
Factory made 35 mm thick shutters with laminated veneer lumber
styles rails as per TADS IS:1995 and panels of 12 mm thick plain
type-I, medium density flat pressed three layer, graded particle board
(FPT-I) as per IS:3087-1985 bonded with BWP type synthetic resin
BASIC RATES – 0.3 MATERIAL
30
sqm
1,500.00
Code
No
Description
Unit
Rate
Rs.
Factory made 35 mm thick shutters with laminated veneer lumber
styles rails as per TADS IS:1995 and panels of 12 mm thick both
sides prelaminated type-I, medium density flat pressed three layer,
graded particle board (FPT-I) as per IS:3087-1985 bonded with BWP
type synthetic resin adhesive, as per IS:848-1974
sqm
1,618.00
Factory made 35 mm thick shutters with laminated veneer lumber
styles rails as per TADS IS:1995 and panels of 12 mm thick one side
prelaminated type-I, and other side balancing lamination, medium
density flat pressed three layer, graded particle board (FPT-I) as per
IS:3087-1985 bonded with BWP type synthetic resin adhesive, as per
IS:848-1974
sqm
1,572.00
Factory made 30 mm thick shutters with laminated veneer lumber
styles rails as per TADS IS:1995 and panels of sheet glass using 10
kg/ sqm glass panes
sqm
1,290.00
Factory made 35 mm thick shutters with laminated veneer lumber
styles rails as per TADS IS:1995 and panels of galvanised wire
gauge with average width of aperture 1.4 mm on both directions with
wire of dia 0.63 mm
sqm
1,328.00
Factory made 30 mm thick shutters with laminated veneer lumber
styles rails as per TADS IS:1995 and panels of galvanised wire
gauge with average width of aperture 1.4 mm on both directions with
wire of dia 0.63 mm
sqm
1,150.00
Laminated veneer lumber confirming to TADSS
manufactured in factory in frames of doors, windows
10 cudm
540.00
adhesive, as per IS:848-1974
7139
7143
7151
7154
7155
7157
IS:1995
7181
C.I. pile shoe
kilogram
40.00
7182
M.S. clamps for pile shoe
kilogram
35.00
7183
Bentonite
tonne
7184
Oxidised M.S. safety chain (weighing not less than 450 gms) for door
each
43.00
7187
C.I. grating 150 mm dia. (Weighing not less than 440 gm)
each
16.00
metre
58.00
metre
112.00
each
14.00
U-PVC pipes (working pressure 4 kg / cm ) Rubber (Seal) Ring 110
mm dia.
each
17.00
7192
UPVC coupler for UPVC drainage pipes 75 mm
each
30.00
7193
UPVC coupler for UPVC drainage pipes 110 mm
each
40.00
7194
UPVC pushfit coupler (single) 75 mm thick
each
47.00
7188
7189
7190
7191
2,700.00
2
U-PVC pipes (working pressure 4 kg / cm ) Single socketed pipe 75
mm dia.
2
U-PVC pipes (working pressure 4 kg / cm ) Single socketed pipe 110
mm dia.
2
U-PVC pipes (working pressure 4 kg / cm ) Rubber (Seal) Ring 75
mm dia.
2
BASIC RATES – 0.3 MATERIAL
31
Code
No
Description
Unit
Rate
Rs.
7195
UPVC pushfit coupler (single) 110 mm thick
each
72.00
7196
UPVC single equal Tee (with door) 75x75x75 mm
each
83.00
7197
UPVC single equal Tee (with door) 110x110x110 mm
each
115.00
7198
UPVC single equal Tee (with door) 75x75x75 mm
each
100.00
7199
UPVC single equal Tee (with door) 110x110x110 mm
each
160.00
7208
UPVC bend 87.5o 75 mm bend
each
50.00
7209
UPVC bend 87.5o 110 mm bend
each
85.00
7212
UPVC plain shoe 75 mm bend
each
105.00
7213
UPVC plain shoe 110 mm bend
each
196.00
7214
UPVC pipe clip 75 mm bend
each
15.00
7215
UPVC pipe clip 110 mm bend
each
30.00
7231
Resin Bonded Glass wool 16 kg/m³ 50 mm thick
sqm
114.00
7232
Resin Bonded Glass wool 24 kg/m³ 50 mm thick
sqm
163.00
7233
Fibre glass tissue reinforcement Type II Grade I
sqm
55.00
7236
Precast chequered cement tiles 22 mm thick Dark shade using
ordinary cement
sqm
193.00
Precast chequered cement tiles 22mm thick medium shade using
50% white cement, 50% ordinary cement
sqm
305.00
7239
Epoxy paint
litre
280.00
7240
Fire retardant paint
litre
318.00
7241
Melamine polish
litre
228.00
7244
Table rubbed polished stone 18 mm thick (75x50cm) Agaria Marble
stone - 18 mm thick
sqm
1,440.00
Table rubbed polished stone 18mm thick (75x50cm) Granite stone 18mm thick
sqm
1,670.00
Vertical load testing (INITIAL) of piles in accordance with IS : 2911
(Part-IV) including installation of loading platform and preparation of
pile head or construction of test cap and dismantling of test cap after
test etc. complete as per specification and up to 50MT capacity pile.
per test
19,500.00
Vertical load testing (INITIAL) of piles in accordance with IS : 2911
(Part-IV) including installation of loading platform and preparation of
pile head or construction of test cap and dismantling of test cap after
test etc. complete as per specification & above 50MT and up to
100MT.
per test
27,500.00
Vertical load testing (INITIAL) of piles in accordance with IS : 2911
(Part-IV) including installation of loading platform and preparation of
pile head or construction of test cap and dismantling of test cap after
test etc. complete as per specification & group of two or more up to
50MT.
per test
37,500.00
Cyclic vertical load testing of piles in accordance with IS : 2911 (PartIV) including preparation of pile head etc. for Single pile up to 50
tonne capacity
per test
11,500.00
7237
7245
7246
7247
7248
7249
BASIC RATES – 0.3 MATERIAL
32
Code
No
Description
Unit
7250
Cyclic vertical load testing of piles in accordance with IS : 2911 (PartIV) including preparation of pile head etc. for Single pile above 50
tonne capacity pile and up to 100 tonne capacity pile
per test
18,000.00
Cyclic vertical load testing of piles in accordance with IS : 2911 (PartIV) including preparation of pile head etc. for Group of two piles up to
50 tonne capacity each
per test
23,000.00
Lateral load testing of single pile in accordance with IS : 2911 part -IV
for determining safe allowable lateral load on pile. Up to 50 tonne
capacity
per test
11,500.00
Lateral load testing of single pile in accordance with IS : 2911 part -IV
for determining safe allowable lateral load on pile. Above 50 tonne
capacity
per test
18,000.00
7254
Hardening Compound
litre
29.00
7255
Road marking paint (spirit based)
litre
97.00
7256
Superior quality road marking paint
litre
148.00
7257
C.P. Brass bibcock 15 mm
each
258.00
7258
C.P. Brass long nose bibcock 15 mm
each
220.00
7259
C.P. Brass long body bibcock 15 mm
each
258.00
7260
C.P. Brass stop cock (concealed) 15 mm
each
258.00
7261
C.P. Brass angle valve 15 mm
each
288.00
7266
Pressed clay tiles 20 mm thick 250 X 250 mm size
1000 Nos
7267
Plain ceiling tiles (BWP type phenol formaldehyde synthetic resin
bonded) (600x600x12 mm)
each
90.00
7268
Semi perforated ceiling tiles (600x600x12 mm)
each
90.00
7269
25 mm thick particle board
sqm
390.00
7270
30 mm thick prelaminated flush door shutter
sqm
716.00
7271
IInd class teak wood lipping 25 mm wide x 12 mm thick
metre
7272
25 mm thick melamine faced prelaminated three layer particle board
sqm
708.00
7295
Granite Black marble, 18 mm thick slab, above 0.2 sqm up to 0.5 sqm
(areawise)
sqm
1,500.00
Granite Black marble, 18 mm thick slab, above 1.0 sqm up to 2.0 sqm
(areawise)
sqm
1,615.00
7306
Aluminium T or L sections
kilogram
195.00
7307
For flush door shutters Extra for providing teak veneering on one side
instead of commercial veneering
sqm
225.00
7309
Paving Asphalt 60/70 penetration
tonne
7312
Expandable fastener with plastic sleeve and M.S. screws. 25 mm
long
each
7251
7252
7253
7297
BASIC RATES – 0.3 MATERIAL
33
Rate
Rs.
8,900.00
28.00
23,200.00
6.00
Code
No
Description
Unit
Rate
Rs.
7313
Expandable fastener with plastic sleeve and M.S. screws. 32 mm
long
each
7.00
Expandable fastener with plastic sleeve and M.S. screws. 40 mm
long
each
9.00
Expandable fastener with plastic sleeve and M.S. screws. 50 mm
long
each
11.00
7318
Plasticizer / super plasticizer
kilogram
30.00
7319
Wall form panel 1250x500 mm
each
980.00
7320
Tie bolt 12 mm dia 100 mm length
each
31.00
7321
Tie bolt 12 mm dia 150 mm length
each
42.00
7322
Tie bolt 20 mm dia 150 mm length
each
57.00
7323
Tie bolt 20 mm dia 225 mm length
each
72.00
7324
Spring coil 12 mm
each
10.00
7325
Plastic cone 12 mm dia
each
12.00
7326
Corner angle 45x45x5 mm 1.50 m long
each
280.00
7327
100 mm channel shoulder 2.5 m long
each
1,000.00
7328
Double clip ( bridge clip)
each
75.00
7329
Single clip
each
60.00
7330
M.S. tube 40 mm dia
metre
225.00
7331
Wall form panel 1250x450 mm
each
900.00
7332
Corner angle 45x45x5 m 2.50 m long
each
275.00
7333
Column clamp 450x1070 m
each
1,100.00
7334
Prop 2 m ( 2-3.5m)
each
750.00
7335
Binding wire
kilogram
40.00
7338
Gun metal cramp
kilogram
270.00
7339
Stainless steel cramp
kilogram
280.00
7340
Stainless steel pin .
kg
130.00
7342
Adjustable span ESO+SI (2.35-3.40)
each
1,600.00
7343
Adjustable telescopic prop 3 m (2.02-3.75 m)
each
1,000.00
7344
Beam clamp 300-380 mm (450-1070 mm)
each set
7345
Prop 4 m
each
1,030.00
7346
Double coupler
each
45.00
7347
Cadmium plated full threaded steel screws (30x4 mm dia.)
100 Nos
23.00
7348
Aluminium washer 2 mm thick 15 mm dia
100 Nos
7.00
7349
12 mm M.S. 'U' beading
metre
9.00
7354
Plastic encapsulated M.S. foot rest 30x20x15 cm
each
93.00
7314
7315
BASIC RATES – 0.3 MATERIAL
34
375.00
Code
No
Description
Unit
Rate
Rs.
7358
Flushing Cistern P.V.C. 10 lts capacity ( low level ) (White) ( with
fittings, accessories and flush pipe)
each
570.00
7359
P.V.C. automatic flushing cistern 5 lts capacity
each
430.00
7361
P.V.C. automatic flushing cistern 10 lts capacity
each
465.00
7363
15 mm C.P. brass tap with elbow operation lever
each
396.00
7364
White glazed fire clay draining board 600x450x25 mm
each
390.00
7366
Glass reinforced Gyp sum ( GRG) board 8.5 mm thick
sqm
190.00
7367
Galvanised M.S. sheet 0.5 mm thick pressed channel section of size
50x32 mm
metre
48.00
7369
Galvanised M.S. sheet 0.50 mm thick pressed stud. 48x34x36 mm
metre
55.00
7375
G.I. flush pipe and C.P. brass spreader including C.P. connecting
pipe Single lipped urinal
each
352.00
G.I. flush pipe and C.P. brass spreader including C.P. connecting
pipe Range of two lipped urinals
each
880.00
G.I. flush pipe and C.P. brass spreader including C.P. connecting
pipe Range of three lipped urinals
each
1,070.00
G.I. flush pipe and C.P. brass spreader including C.P. connecting
pipe Range of four lipped urinals
each
1,530.00
White vitreous china clay half stall urinal flat back 580x380x350 mm
or angle back 450x375x350 mm with waste fittings as per IS : 2556
each
1,224.00
7380
Precast R.C.C. grating with frame 500x450 mm horizontal grating
each
533.00
7381
Precast R.C.C. grating with frame 450x100 mm vertical grating
each
250.00
7382
Bitumen emulsion rapid setting (R.S.) confirming to IS : 8887-1995
tonne
7385
3 mm thick translucent white acrylic plastic sheet
sqm
515.00
7386
12 thick particle board ceiling tile
sqm
225.00
7387
Spigot for standard jointing
Kilogram
38.00
7388
Dash hold fastener 12.5 mm dia, 40 mm long with 6 mm dia bolt
each
30.00
7389
Anodising 15 microns on aluminium sections
kilogram
32.00
7390
Neoprene/EPDM rubber gasket
metre
22.00
7391
Anodising 25 microns on aluminium sections
kilogram
40.00
7392
Powder coating 50 microns on aluminium sections.
kilogram
45.00
7393
Polyester powder coating 50 microns on aluminium sections
kilogram
50.00
7394
Double action hydraulic floor spring with stainless steel cover plate
each
1,400.00
7395
6 mm dia. G.I. adjustable hangers including clips (up to 1.2 m length)
each
25.00
7396
Double action hydraulic floor spring with brass cover plate
each
1,550.00
7397
Base Jack
each
165.00
7398
Challies
each
715.00
7399
Cup Locks
each
66.00
7400
15 mm PTMT bib cock
each
96.00
7401
15 mm PTMT bib cock with flange (fancy)
each
135.00
7376
7377
7378
7379
BASIC RATES – 0.3 MATERIAL
35
32,000.00
Code
No
Description
Unit
Rate
Rs.
7402
15 mm PTMT bib cock long body with flange
each
155.00
7403
15 mm dia PTMT stop cock(male thread)
each
96.00
7405
20 mm dia. PTMT stop cock
each
120.00
7406
PTMT pillar cock
each
150.00
7407
PTMT push cock 15 mm dia.
each
90.00
7408
PTMT push cock 12 mm dia. 20 mm BSP
each
75.00
7409
PTMT grating 100 mm dia.
each
30.00
7410
PTMT pillar cock (fancy) 15mm foam flow
each
220.00
7411
125 mm grating with waste hole
each
36.00
7412
Rectangular type with openable circular lid 150 mm size 18 mm high
with 100 mm dia. (110 gm)
each
90.00
7415
Double acting air valve 50 mm
each
3,050.00
7416
Double acting air valve 80 mm
each
4,480.00
7417
Double acting air valve 100 mm
each
5,800.00
7418
Water meter (including testing charges) 80 mm
each
1,800.00
7419
Water meter (including testing charges) 100 mm
each
2,800.00
7420
Water meter (including testing charges) 150 mm
each
4,000.00
7421
Water meter (including testing charges) 200 mm
each
4,500.00
7422
Dirt box strainer 80 mm
each
2,500.00
7423
Dirt box strainer 100 mm
each
3,750.00
7424
Dirt box strainer 150 mm
each
4,850.00
7425
Dirt box strainer 200 mm
each
6,800.00
7426
Cat's eye
each
450.00
7427
Water stops Serrated with central bulb (225 mm wide, 8-11 mm thick)
metre
330.00
7428
Water stops Dumb bell with central bulb
metre
306.00
7429
Kickers
metre
325.00
7430
Wedge expansion hold fastener 1/4" or 6 mm
each
10.00
7431
Wedge expansion hold fastener 3/8" or 10 mm
each
12.00
7432
Wedge expansion hold fastener 1/2" or 12 mm
each
23.00
7439
8mm thick (mirror polished tiles machine cut edge) Raj Nagar white
sqm
430.00
7442
Wheel 75 mm dia. 40 mm wide
each
52.00
7443
Aluminium single cleat of size 30x32x3
each
10.00
7444
Aluminium grip strip of size 50x12x2
each
7.00
7445
25 mm prelaminated flush door both side decorative
sqm
650.00
7449
Aluminium U beading
kilogram
195.00
7451
Glass sheet (Pin headed) 4 mm thick
sqm
160.00
7452
Raj nagar plain white marble (table rubbed and polished) 18 mm thick
above 0.10 sqm up to 0.20 sqm
sqm
540.00
BASIC RATES – 0.3 MATERIAL
36
Code
No
Description
Unit
Rate
Rs.
7453
Raj nagar plain white marble (table rubbed and polished) 18 mm thick
above 0.20 sqm up to 0.50 sqm
sqm
580.00
7466
Second class deodar teak wood lipping 30 mm widthx12mm
metre
7468
Veneered particle board with commercial veneering on both sides 12
mm thick
sqm
418.00
Prelaminated particle board with one side decorative and other side
balancing lamination, flat pressed 3 layer & graded (medium density)
Grade I, Type II conforming to IS : 12823 (exterior grade)12 mm thick
sqm
595.00
Prelaminated particle board with one side decorative and other side
balancing lamination, flat pressed 3 layer & graded (medium density)
Grade I, Type II conforming to IS : 12823 (exterior grade)18 mm thick
sqm
716.00
Prelaminated particle board with one side decorative and other side
balancing lamination, flat pressed 3 layer & graded (medium density)
Grade I, Type II conforming to IS : 12823 (exterior grade)25 mm thick
sqm
775.00
Prelaminated particle board with both sides decorative lamination, flat
pressed 3 layer & graded (medium density) Grade I, Type II
conforming to IS : 12823 (exterior grade)12 mm thick
sqm
625.00
Oxidised M. S. hinges finished with nickel plating 50 mm (Over all
width)
metre
29.00
Oxidised M. S. hinges finished with nickel plating 65 mm (Over all
width)
metre
34.00
7491
PTMT Waste Coupling 31/32MM
Each
45.00
7492
PTMT Waste Coupling 38/40MM
Each
66.00
7493
PTMT Bottle Trap 31/32MM
Each
295.00
7494
PTMT Bottle Trap 38/40MM
Each
320.00
7495
PTMT Ball Cock 15mm Complete with Epoxy Coated Aluminium
Road & H.D. Ball
Each
121.00
PTMT Ball Cock 20mm Complete with Epoxy Coated Aluminium
Road & H.D. Ball
Each
175.00
PTMT Ball Cock 25mm Complete with Epoxy Coated Aluminium
Road & H.D. Ball
Each
396.00
PTMT Ball Cock 40mm Complete with Epoxy Coated Aluminium
Road & H.D. Ball
Each
745.00
PTMT Ball Cock 50mm Complete with Epoxy Coated Aluminium
Road & H.D. Ball
Each
1,120.00
7500
PTMT Angle Stop cock with Flange 15mm
Each
120.00
7501
PTMT Swiveling shower 15mm
Each
81.00
7503
PTMT Liquid Soap Container of 400ml capacity
Each
135.00
7504
PTMT Towel Ring 215xd200x37mm
Each
108.00
7477
7478
7479
7480
7485
7486
7496
7497
7498
7499
BASIC RATES – 0.3 MATERIAL
37
15.00
Code
No
Description
Unit
7505
PTMT Towel Rail (450MM)
Each
180.00
7506
PTMT Towel Rail (600MM)
Each
210.00
7507
PTMT Shelf 450x124x36mm
Each
245.00
7508
PTMT Urinal Spreader 15MM
Each
120.00
7509
PTMT Soap Dish/Holder 138x102x75mm
Each
108.00
7512
PTMT handle 125x34x24mm
Each
27.00
7513
PTMT handle 150x34x24mm
Each
30.00
7514
PTMT butt hinges 75x60x10mm
Each
36.00
7515
PTMT butt hinges 100x75x10mm
Each
48.00
7516
PTMT Tower bolt 152x42x18mm
Each
60.00
7517
PTMT Tower bolt 202x42x18mm
Each
72.00
7518
PTMT door catcher 72x42mm
Each
24.00
7552
Coir veneered board 4mm thick
sqm
235.00
7553
Coir veneered board 6mm thick
sqm
308.00
7555
Coir veneered board 12mm thick
sqm
548.00
7556
Coir veneered board 18mm thick
sqm
820.00
7651
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 100mm dia
Metre
658.00
7652
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 150mm dia
Metre
978.00
7653
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 200mm dia
Metre
1,348.00
7654
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 250mm dia
Metre
1,743.00
7655
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 300mm dia
Metre
2,238.00
7656
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 350mm dia
Metre
2,625.00
7657
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 400mm dia
Metre
3,763.00
7658
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 450mm dia
Metre
4,175.00
7659
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 500mm dia
Metre
5,600.00
7660
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 600mm dia
Metre
6,275.00
7661
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 700mm dia
Metre
8,538.00
7662
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 750mm dia
Metre
9,725.00
7663
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 800mm dia
Metre
10,000.00
7664
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 900mm dia
Metre
11,663.00
7665
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 1000mm dia
Metre
13,125.00
7666
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 100mm dia
Each
25.00
7668
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 150mm dia
Each
35.00
7669
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 200mm dia
Each
62.00
BASIC RATES – 0.3 MATERIAL
38
Rate
Rs.
Code
No
Description
Unit
Rate
Rs.
7670
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 250mm dia
Each
68.00
7671
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 300mm dia
Each
98.00
7672
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 350mm dia
Each
123.00
7673
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 400mm dia
Each
248.00
7674
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 450mm dia
Each
275.00
7675
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 500mm dia
Each
285.00
7676
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 600mm dia
Each
348.00
7677
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 700mm dia
Each
550.00
7678
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 750mm dia
Each
648.00
7679
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 800mm dia
Each
725.00
7680
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 900mm dia
Each
968.00
7681
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 1000mm dia
Each
1,188.00
7682
Ductile Iron K - 12 specials suitable for push on jointing up to 600mm
dia
Quintal
8,938.00
Ductile Iron K - 12 specials suitable for push on jointing over 600mm
dia
Quintal
13,413.00
Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 up to 600mm dia
Quintal
9,400.00
Ductile Iron Specials suitable for mechanical jointing as per I.S. 9523
over 600mm dia
Quintal
14,239.00
7686
Ductile Iron Pipe Class K-9 flanges and welding 100mm dia
Metre
1,888.00
7687
Ductile Iron Pipe Class K-9 flanges and welding 150 dia
metre
2,613.00
7688
Ductile Iron Pipe Class K-9 flanges and welding 200mm dia
Metre
3,388.00
7689
Ductile Iron Pipe Class K-9 flanges and welding 250mm dia
Metre
4,498.00
7690
Ductile Iron Pipe Class K-9 flanges and welding 300mm dia
metre
5,788.00
7691
Ductile Iron Pipe Class K-9 flanges and welding 350mm dia
Metre
7,210.00
7692
Ductile Iron Pipe Class K-9 flanges and welding 400mm dia
Metre
8,613.00
7693
Ductile Iron Pipe Class K-9 flanges and welding 450mm dia
Metre
10,413.00
7694
Ductile Iron Pipe Class K-9 flanges and welding 500mm dia
Metre
12,625.00
7695
Ductile Iron Pipe Class K-9 flanges and welding 600mm dia
Metre
17,125.00
7696
Ductile Iron Pipe Class K-9 flanges and welding 700mm dia
Metre
21,125.00
7697
S&S Centrifugally (Spun) C.I. Pipe class LA 100mm dia
Metre
624.00
7698
S&S Centrifugally (Spun) C.I. Pipe class LA 125mm dia
metre
763.00
7699
S&S Centrifugally (Spun) C.I. Pipe class LA 150mm dia
metre
901.00
7700
S&S Centrifugally (Spun) C.I. Pipe class LA 200mm dia
Metre
1,252.00
7701
S&S Centrifugally (Spun) C.I. Pipe class LA 250mm dia
Metre
1,779.00
7683
7684
7685
BASIC RATES – 0.3 MATERIAL
39
Code
No
Description
Unit
7702
S&S Centrifugally (Spun) C.I. Pipe class LA 300mm dia
Metre
2,366.00
7703
S&S Centrifugally (Spun) C.I. Pipe class LA 350mm dia
metre
2,918.00
7704
S&S Centrifugally (Spun) C.I. Pipe class LA 400mm dia
Metre
3,574.00
7705
S&S Centrifugally (Spun) C.I. Pipe class LA 450mm dia
Metre
4,276.00
7706
S&S Centrifugally (Spun) C.I. Pipe class LA 500mm dia
Metre
5,211.00
7707
S&S Centrifugally (Spun) C.I. Pipe class LA 600mm dia
Metre
6,884.00
7708
S&S Centrifugally (Spun) C.I. Pipe Specials as per IS 1538 suitable
for lead jointing up to 300mm dia
Quintal
3,530.00
S&S Centrifugally (Spun) C.I. Pipe Specials as per IS 1538 suitable
for lead jointing over 300mm dia
Quintal
3,988.00
S&S Centrifugally (Spun) C.I. Pipe specials suitable for mechanical
joint as per I.S. 13382 up to 300mm dia
Quintal
5,338.00
S&S Centrifugally (Spun) C.I. Pipe Specials suitable for mechanical
joint as per IS 13382 over 300mm dia
Quintal
5,580.00
Screwed double flanged centrifugally cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 100mm dia
Metre
977.00
Screwed double flanged centrifugally cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 150mm dia
Metre
1,511.00
Screwed double flanged centrifugally cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 200mm dia
Metre
2,092.00
Screwed double flanged centrifugally cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 250mm dia
Metre
2,800.00
Screwed double flanged centrifugally cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 300mm dia
Metre
3,559.00
Screwed double flanged centrifugally cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 350mm dia
Metre
4,553.00
Screwed double flanged centrifugally cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 400mm dia
Metre
5,885.00
Screwed double flanged centrifugally cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 450mm dia
Metre
7,627.00
Screwed double flanged centrifugally cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 500mm dia
Metre
9,962.00
Screwed double flanged centrifugally cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 600mm dia
Metre
12,992.00
7722
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 100mm dia
Metre
597.00
7723
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 150mm dia
Metre
870.00
7724
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 200mm dia
Metre
1,237.00
7725
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 250mm dia
Metre
1,675.00
7726
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 300mm dia
Metre
1,888.00
7709
7710
7711
7712
7713
7714
7715
7716
7717
7718
7719
7720
7721
BASIC RATES – 0.3 MATERIAL
40
Rate
Rs.
Code
No
Description
Unit
7727
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 350mm dia
Metre
2,222.00
7728
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 400mm dia
Metre
3,256.00
7729
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 450mm dia
Metre
3,861.00
7730
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 500mm dia
Metre
4,557.00
7731
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 600mm dia
Metre
6,011.00
7732
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 700mm dia
Metre
7,463.00
7733
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 800mm dia
Metre
9,463.00
7734
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 900mm dia
Metre
11,043.00
7735
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 1000mm dia
Metre
12,436.00
7736
Extruded burnt flyash clay sewer bricks conforming to I.S 4885 - 1988
1000 Nos
3,550.00
7737
Fly ash lime bricks (FALG Bricks) conforming to I.S. 12894-1989
1000 Nos
1,792.00
7738
Calcium Silicate Bricks machine moulded confirming to I.S. 4139 1989
1000 Nos
3,083.00
7739
Modified Bitumen Refinery produced CRMB - 55
Tonne
26,000.00
7741
Modified Bitumen Refinery produced CRMB - 60
tonne
26,300.00
7742
Bitumen emulsion medium setting (M.S.) confirming to IS : 8887-1995
tonne
19,500.00
7800
Ceramic Glazed Tiles Ist quality minimum thickness 5mm in all
colours shades and designs except burgundy, bottle green, black
Sq.m.
268.00
Ceramic Glazed Tiles Ist quality 300 x 300mm in all shades and
designs of White, Ivory, grey, Fume Red brown etc.
Sq.m.
320.00
Ceramic Glazed Tiles Ist quality 300 x 300 in all shades designs
except White, Ivory, Grey, Fume Red Brown etc.
Sq.m.
347.00
Rectified Ceramic Glazed Tiles Ist quality 300 X 300 mm or more in
all shades designs White, Ivory, Grey, Fume Red Brown etc.
Sq.m.
462.00
Rectified Ceramic Glazed Tiles Ist quality 300 X 300 mm or more in
all shades designs except White, Ivory, Grey, Fume Red Brown etc.
Sq.m.
496.00
Salem Stainless steel AISI - 304 (18/8) Orrisa pattern W.C. pan
724mm X 578mm
each
3,350.00
Salem Stainless steel AISI - 304 (18/8) Round basin 405mm X
355mm
each
1,500.00
7807
Salem Stainless steel AISI - 304 (18/8) Wash basin 530mm X 345mm
each
1,350.00
7808
Centrifugally cast (spun) iron S&S 100 mm inlet and 100 mm outlet
each
309.00
7809
Centrifugally cast (spun) iron S&S 100 mm inlet and 75 mm outlet
each
334.00
7850
Agaria White marble slab plain 18mm thick
sqm
1000.00
7857
P.T.M.T. Grating square slit 150mm
each
70.00
7858
P.T.M.T. Urinal cock 15mm dia
each
90.00
7859
P.T.M.T. Bib cock with nozzle 15mm
each
110.00
7801
7802
7803
7804
7805
7806
BASIC RATES – 0.3 MATERIAL
41
Rate
Rs.
Code
No
Description
Unit
Rate
Rs.
7861
P.T.M.T. Stop cock (concealed) 15mm
each
160.00
7862
15 mm nominal bore and 30 cm length PVC connection pipe with
P.T.M.T. Nuts
each
27.00
15 mm nominal bore and 45 cm length PVC connection pipe with
P.T.M.T. Nuts
each
32.00
7864
P.T.M.T. extension nipple 15mm
each
30.00
7865
P.T.M.T. extension nipple 20mm
each
36.00
7866
P.T.M.T. extension nipple 25mm
each
54.00
7900
Modular bricks of class designation 75
1000 Nos
2,050.00
7901
Machine moulded perforated FPS bricks of class designation 125
1000 Nos
3,233.00
7902
Machine moulded modular perforated bricks of class designation 125
1000 Nos
3,200.00
7903
Machine moulded FPS bricks of class designation 125
1000 Nos
2,767.00
7904
Machine moulded tile bricks of class designation 125
1000 Nos
2,717.00
8001
24 mm thick Factory made shutters with frame, rails and panels of
PVC extruded sections in white, grey or wooden finish
sqm
1,830.00
30 mm thick Factory made shutters with frame, rails and panels of
PVC extruded sections in white, grey or wooden finish
sqm
1,900.00
8003
Factory made PVC rigid foam paneled shutter i/c carriage
sqm
1,743.00
8004
Factory made PVC rigid foam paneled shutter as per IS : 4020 i/c
carriage
sqm
2,148.00
8006
Factory made PVC rigid foam sheet 1mm thick
sqm
145.00
8007
Factory made PVC rigid foam sheet 5mm thick
sqm
558.00
8008
Factory made prelaminated PVC rigid foam sheet 5mm thick
sqm
660.00
8010
48mmX40mmX1.5mm thick Factory made door frame of PVC
extruded sections in white, grey or wooden finish
metre
112.00
8011
Factory made door frame PVC extruded sheet i/c carriage
metre
294.00
8012
Adhesive solvent cement
kg
150.00
8100
Powder coated M.S. butt hinges 100mm X58mmX1.9mm
10 Nos
66.00
8200
A.P.P. modified polymeric felt (two layers) 1.5 mm thick
sqm
50.00
8201
A.P.P. modified polymeric felt (two layers) 2 mm thick
sqm
85.00
8203
A.P.P. modified 2 mm thick membrane reinforced with glass fibre
matt
sqm
147.00
A.P.P. modified 3 mm thick membrane reinforced with glass fibre
matt
sqm
185.00
8205
A.P.P. modified 3 mm thick membrane reinforced with polyester matt
sqm
221.00
8206
Bitumen primer for bitumen membrane
litre
54.00
8207
Geotextile 120 gsm membrane
sqm
25.00
7863
8002
8204
BASIC RATES – 0.3 MATERIAL
42
Code
No
Description
Unit
8210
Stainless steel screws 50 mm
100 Nos
213.00
8211
Stainless steel screws 40 mm
100 Nos
157.00
8212
Stainless steel screws 30 mm
100 Nos
98.00
8214
Stainless steel screws 20 mm
100 Nos
63.00
8215
Stainless steel butt hinges 125x64x1.9 mm IS : 12817 marked
10 Nos
200.00
8216
Stainless steel butt hinges 100x58x1.9 mm IS : 12817 marked
10 Nos
143.00
8217
Stainless steel butt hinges 75x47x1.8 mm IS : 12817 marked
10 Nos
112.00
8218
Stainless steel butt hinges 50x37x1.5 mm IS : 12817 marked
10 Nos
90.00
8219
Stainless steel butt hinges (heavy weight) 125x64x2.5 mm IS : 12817
marked
10 Nos
261.00
Stainless steel butt hinges (heavy weight) 100x60x2.5 mm IS : 12817
marked
10 Nos
185.00
Stainless steel butt hinges (heavy weight) 75x50x2.5 mm IS : 12817
marked
10 Nos
155.00
8222
M.S. heavy weight but hinges 125x90x4.0mm IS : 1341 marked.
10 Nos
256.00
8223
M.S. heavy weight butt hinges 100x75x3.5 mm IS: 1341 marked
10 Nos.
133.00
8224
M.S. heavy weight butt hinges 75x60x3.1 mm IS: 1341 marked
10 Nos
67.00
8225
M.S. heavy weight butt hinges 50x40x2.5 mm IS : 1341 marked
10 Nos
52.00
8300
1216 mm PE-AL-PE Composite pressure pipe
Metre
79.00
8301
1620 mm PE-AL-PE Composite pressure pipe
Metre
97.00
8302
2025 mm PE-AL-PE Composite pressure pipe
Metre
126.00
8303
2532 mm PE-AL-PE Composite pressure pipe
Metre
172.00
8304
3240 mm PE-AL-PE Composite pressure pipe
Metre
227.00
8305
4050 mm PE-AL-PE Composite pressure pipe
Metre
304.00
8501
Polymer modified cementation coating
kilogram
114.00
8502
Fibre glass cloth
sqm
33.00
8504
Multi surface paint
litre
264.00
8505
Acrylic exterior paint
litre
123.00
8506
Premium Acrylic exterior paint
litre
202.00
8507
Textured exterior paint
litre
183.00
8508
Primer for cement paint
litre
52.00
8509
Special Primer (C.W.)
litre
76.00
8510
Metal Primer (U.G.)
litre
91.00
8611
Main T ceiling sections 24x38x0.3 mm (3 metre long)
each
162.00
8612
Perimeter wall angle 21x21x 0.3 mm (3 metre long)
each
102.00
8220
8221
BASIC RATES – 0.3 MATERIAL
43
Rate
Rs.
Code
No
Description
Unit
Rate
Rs.
8613
Intermediate cross T- Section 24x25x0.3 mm (1.2 mtrs. long)
each
62.00
8614
Intermediate cross T-Section 24x25x0.3 mm (0.6 mtrs. long)
each
29.00
8615
Hanger rod 4 mm thick
each
5.00
8616
Adjustment clip
each
4.40
8617
Soffit cleat
each
2.30
8618
Dash fastener 6 mm dia 50 mm long
each
8.00
8620
Vitrified floor tile 50x50 cm
sqm
645.00
8621
Vitrified floor tile 60x60 cm
sqm
700.00
8622
Vitrified floor tile 80x80 cm
sqm
1076.00
8623
Vitrified floor tile 100x100 cm
sqm
1290.00
8625
Poly propylene- Random - Co - Polymer (PPR) pipes SDR 7.4 - 16
Outer dia
metre
29.00
Poly propylene - Random - Co - Polymer (PPR) pipes SDR 7.4 20mm Outer dia.
metre
44.00
Poly propylene - Random - Co - polymer (PPR) pipes SDR 7.4 - 25
mm outer dia.
metre
68.00
Poly propylene - Random - Co - poymer (PPR) pipes SDR 7.4 - 32
mm Outer dia.
metre
111.00
Poly propylene - Random - Co - polymer (PPR) pipes SDR 7.4 40mm Outer dia.
metre
176.00
Poly propylene - Random - Co - polymer (PPR) pipes SDR 7.4 50mm Outer dia.
metre
257.00
Poly propylene - Random - Co - polymer (PPR) pipes SDR 7.4 63mm Outer dia.
metre
400.00
Poly propylene - Random - Co - polymer (PPR) pipes SDR 7.4 75mm Outer dia.
metre
575.00
Poly propylene - Random - Co - polymer (PPR) pipes SDR 7.4 90mm Outer dia.
metre
917.00
Poly propylene - Random - Co - polymer (PPR) pipes SDR - 11 110mm Outer dia.
metre
962.00
Poly propylene - Random - Co - polymer (PPR) pipes SDR - 11160mm Outer dia.
metre
2,028.00
8636
Chlorinated Polyvinyl - chloride (CPVC) pipe 15 mm outer dia.
metre
45.00
8637
Chlorinated Polyvinyl - chloride (CPVC) pipe 20 mm outer dia.
metre
55.00
8638
Chlorinated Polyvinyl - chloride (CPVC) pipe 25 mm outer dia.
metre
78.00
8639
Chlorinated Polyvinyl - chloride (CPVC) pipe 32 mm outer dia.
metre
105.00
8640
Chlorinated Polyvinyl - chloride (CPVC) pipe 40 mm outer dia.
metre
150.00
8641
Chlorinated Polyvinyl - chloride (CPVC) pipe 50 mm outer dia.
metre
245.00
8626
8627
8628
8629
8630
8631
8632
8633
8634
8635
BASIC RATES – 0.3 MATERIAL
44
Code
No
Description
Unit
8642
Chlorinated Polyvinyl - chloride (CPVC) pipe 62.5mm inner dia.
metre
783.00
8643
Chlorinated Polyvinyl - chloride (CPVC) pipe 75 mm inner dia.
metre
1,030.00
8644
Chlorinated Polyvinyl - chloride (CPVC) pipe 100 mm inner dia.
metre
1,430.00
8645
Chlorinated Polyvinyl - chloride (CPVC) pipe 150 mm inner dia.
metre
2,490.00
8646
Silicon sealant.
cartridge
8647
Stainless steal screws 30mm x4mm.
cent
25.00
8648
Hermetically sealed double glazed unit made with 6mm thick clear
float glass both side having 12 mm air gap.
sqm
1,980.00
Stainless steel (SS 304 grade) adjustable friction window stay. 205 x
19mm
each
145.60
Stainless steel (SS 304 grade) adjustable friction window stay 255 x
19mm
each
161.20
Stainless steel (SS 304 grade) adjustable friction window stay. 355 x
19mm
each
208.00
Stainless steel (SS 304 grade) adjustable friction window stay. 510 x
19mm
each
390.00
Stainless steel (SS 304 grade) adjustable friction window stay. 710 x
19mm
each
715.00
8654
Masking tape.
metre
8655
Autoclaved aerated cement (AAC) blocks.
cum
1,650.00
8656
Gypsum panel 666 X 500 X 100 mm size.
sqm
544.00
8657
Bonding plaster for Gypsum panel.
kg
8658
Mechanised Autoclaved fly ash lime bricks.
1000 Nos
8659
Water proof ply 12mm thick.
sqm
572.00
8660
Aluminium casement window fastener (Anodised AC 15 )
each
30.00
8661
Aluminium casement window fastener (powder coated ).
each
33.00
8662
Aluminium casement window fastener (polyester powder coated).
each
35.00
8663
Aluminium round shape handle (anodised AC 15)
each
37.00
8664
Aluminium round shape handle (powder coated)
each
41.00
8665
Aluminium round shape handle (polyester powder coated).
each
43.00
8666
Stainless steel screws 25mm x4mm
cent
21.00
8667
UV stabilised 2 mm thick plain FRP sheet .
sqm
400.00
8668
UV stabilised 2 mm thick corrugated FRP sheet .
sqm
474.00
8669
Mangalore ridge tiles 20mm thick.
each
25.00
8670
Mangalore tiles 20mm thick.
each
9.50
8671
Precoated galvanised iron profile sheet 0.50 mm TCT
sqm
8649
8650
8651
8652
8653
BASIC RATES – 0.3 MATERIAL
45
Rate
Rs.
281.00
1.40
50.00
2,200.00
325.00
Code
No
Description
Unit
8672
Precoated galvanised steel plain ridges.
metre
330.00
8673
Precoated galvanised steel flashings/aprons.
metre
330.00
8674
Precoated galvanised steel gutter
metre
360.00
8675
Precoated galvanised steel north light curves.
metre
360.00
8676
Precoated galvanised steel barge board.
metre
330.00
8677
Precoated galvanised steel crimp curve
sqm
420.00
8678
1mm thick 35mm wide bright finished stainless steel piano hinges .
metre
8683
Red sand stone gang saw cut 30mm thick.
sqm
325.00
8684
White sand stone gang saw cut 30mm thick.
sqm
360.00
8685
Delineator
each
560.00
8686
Precast C.C. Kerb stone M - 25
cum
3,500.00
8687
Thermoplastic paint
kg
67.22
8688
Glass beads
kg
68.00
8689
Interlocking C.C. paver block ( 60 mm thick, M-30 )
sqm
225.00
8690
High intensity retro - reflective sheet.
sqm
1,400.00
8691
Punched tape concertina coil 600 m dia. 10m openable length (Total
length 90m)
bundle
8692
RBT reinforced barbed wire.
metre
8693
Turn buckle and strengthening bolt.
each set
35.00
8694
Precast pavement slab 450 x 450 x 50mm (M - 30).
each
40.00
8695
Chain link fabric fencing mesh of size 50x50mm made of G.I. wire of
dia. 4mm.
sqm
225.00
Chain link fabric fencing mesh of size 50x50mm made of G.I. wire of
dia. 4mm, PVC coated to outer dia. 5mm.
sqm
250.00
Chain link fabric fencing mesh of size 25x25mm made of G.I. wire of
dia. 3mm.
sqm
300.00
Stainless steel cramps with nuts, bolts and washer for dry stone
cladding .
each
200.00
8699
8 mm thick tapered edge calcium silicate board .
sqm
194.00
8700
10 mm thick calcium silicate board.
sqm
323.00
8703
Telescopic drawer channels 300mm long .
set
92.00
8704
Stainless steel roller for sliding arrangement in racks/ cupboards/
cabinets shutter .
each
50mmX42mmX2mm thick Factory made door frame of PVC extruded
sections in white, grey or wooden finish
metre
8706
25mm thick factory made PVC flush door shutter i/c carriage.
sqm
8707
Factory made glass reinforced plastic door frame 90x45 mm i/c metre
8696
8697
8698
8705
BASIC RATES – 0.3 MATERIAL
46
Rate
Rs.
30.00
650.00
7.50
5.00
117.00
1,975.00
333.00
Code
No
Description
Unit
Rate
Rs.
30 mm thick factory made glass fiber reinforced plastic panel door
shutter i/c carriage.
sqm
1580.00
8710
Factory made solid PVC door frame 60 x 30mm i/c carriage.
metre
8711
28mm factory made solid PVC panel door shutter i/c carriage.
sqm
1,975.00
8713
Fiber glass reinforced plastic chajja.
sqm
3,520.00
8714
Magnetic catcher triple strip vertical type.
each
13.50
8715
Magnetic catcher double strip horizontal type.
each
10.00
8716
100 mm mortice lock with 6 levers for aluminium door.
each
152.50
8717
12.5 mm thick Glass fibre reinforced Gypsum board .
sqm
130.00
8719
2nd class teak wood lipping/ moulded beading or Taj beading of size
18X5mm
metre
19.00
Ceiling sections 0.55 mm thick having a knurled web of 51.55mm and
two flanges of 26mm each with lips of 10.55mm.
metre
34.00
Perimeter channel having one flange of 20mm and another flange of
30mm with thickness of 0.55mm and web of length 27mm.
metre
20.00
8722
Nylon sleeves & wooden screws (40mm)
each
1.50
8723
Counter sunk ribbed head screw 25mm.
cent
60.00
8724
12mm thick marine plywood conforming to IS:710
sqm
740.00
8725
12mm thick fire retardant plywood conforming to IS: 5509.
sqm
690.00
8726
1.5mm thick decorative laminated sheet
sqm
405.00
8727
1.0mm thick decorative laminated sheet
sqm
330.00
8730
30 mm thick factory made glass fiber reinforced plastic flush door
shutter i/c carriage.
sqm
1,960.00
8731
High polymer modified quickset tile adhesive.
per kg
8732
Synthetic Polyester triangular fibre of length 12mm, effective diameter
10-40 microns and specific gravity of 1.34 to 1.40
kg
336.00
8733
Synthetic Polyester triangular fibre of length 6mm, effective diameter
10-40 microns and specific gravity of 1.34 to 1.40
kg
336.00
9999
Sundries
L.S.
carriage.
8708
8720
8721
BASIC RATES – 0.3 MATERIAL
47
223.00
13.75
1.00
BASIC RATES
0.4 CARRIAGE CODES
(Carriage by Mechanical Transport including loading, Unloading and stacking)
Note: - These rates are exclusive of contractor’s profit and overhead charges.
Code
No
Description
2200
Steam coal
tonne
2201
Bricks
1000 Nos
2202
Stone aggregate below 40 mm nominal size
cum
53.21
2203
Coarse sand
cum
53.21
2204
Timber
cum
60.81
2205
Steel
tonne
47.29
2206
Stone aggregate 40 mm nominal size and above
cum
57.83
2207
Brick tiles
1000 Nos
85.13
2208
Lime
cum
53.21
2209
Cement
tonne
47.29
2211
Tar bitumen
tonne
53.21
2215
Soling stone & masonry stone
cum
62.60
2216
Stone blocks white & red sand stone & kota stone slab
tonne
47.29
2224
S.W. pipes100 mm dia
100 metre
70.94
2225
S.W. pipes150 mm dia
100 metre
141.88
2226
S.W. pipes200 mm dia
100 metre
236.47
2227
S.W. pipes230 mm dia
100 metre
337.82
2228
S.W. pipes250 mm dia
100 metre
405.38
2229
S.W. pipes300 mm dia
100 metre
506.73
2241
Good earth
cum
66.51
2242
Dump manure
cum
57.83
2260
Brick aggregate
cum
57.83
2261
Fine sand (1 part badarpur sand : 2 parts jamuna sand)
cum
53.21
2262
Fly ash
cum
53.21
2264
Rubbish
cum
53.21
2265
Moorum
cum
53.21
2266
Surkhi
cum
53.21
BASIC RATES – 0.4 CARRIAGE CODES
Unit
48
Rate
Rs.
60.81
141.88
Code
No
Description
2267
Stone dust
cum
53.21
2268
Marble dust and marble chips
cum
53.21
2271
G.I. pipes below 100 mm dia
tonne
47.29
2273
A.C.sheet and accessories
tonne
47.29
2275
R.C.C. pipes 100 mm dia
100 metre
116.30
2281
R.C.C. pipes 150 mm dia
100 metre
193.83
2287
R.C.C. pipes 250 mm dia
100 metre
448.05
2290
R.C.C. pipes 300 mm dia
100 metre
553.80
2299
R.C.C. pipes 450 & 500 mm dia
100 metre
1,292.20
2302
G.I.sheet and accessories
tonne
2303
R.C.C. pipes 600, 700, 750 & 800 mm dia
100 metre
2308
Plaster of paris
tonne
47.29
2309
Cast iron fittings
tonne
47.29
2311
Red bajri
cum
53.21
2314
Barbed wire
tonne
47.29
2317
Sludge
cum
57.83
2319
Spun iron S & S pipes 100 mm dia
100 metre
116.30
2320
Spun iron S & S pipes 125 mm dia
100 metre
155.35
2321
Spun iron S & S pipes 150 mm dia
100 metre
193.83
2322
Spun iron S & S pipes 200 mm dia
100 metre
315.30
2323
Spun iron S & S pipes 250 mm dia
100 metre
448.05
2324
Spun iron S & S pipes 300 mm dia
100 metre
553.80
2325
Spun iron S & S pipes 350 mm dia
100 metre
775.32
2326
Spun iron S & S pipes 400 mm dia
100 metre
1,057.26
2327
Spun iron S & S pipes 450 mm dia
100 metre
1,292.20
2328
Spun iron S & S pipes 500 mm dia
100 metre
1,292.20
2329
Spun iron S & S pipes 600mm dia
100 metre
1,938.30
2330
C.I. pipes 500 mm dia
100 metre
1,292.20
2331
R.C.C. pipes 900 mm dia
100 metre
2,907.45
2332
R.C.C. pipes 1000 mm dia
100 metre
3,876.61
2333
R.C.C. pipes 1100 mm dia
100 metre
3,876.61
2334
R.C.C. pipes 1200 mm dia
100 metre
3,876.61
BASIC RATES – 0.4 CARRIAGE CODES
Unit
49
Rate
Rs.
47.29
1,938.30
Code
No
Description
2335
Jamuna sand
cum
53.21
2341
Pig lead
tonne
47.29
2342
Solvent/ Diesel.
quintal
5.32
2343
Ductile iron pipes (k7) 100 mm dia
100 metre
116.30
2344
Cast iron pipes 150 mm dia
100 metre
193.83
2345
Cast iron pipes 200 mm dia
100 metre
315.30
2346
Cast iron pipes 250 mm dia
100 metre
448.05
2347
Cast iron pipes 300 mm dia
100 metre
553.80
2348
Cast iron pipes 350 mm dia
100 metre
775.32
2349
Cast iron pipes 400 mm dia
100 metre
1,057.26
2350
Cast iron pipes 450 mm dia
100 metre
1,292.20
2351
Cast iron pipes 500 mm dia
100 metre
1,292.20
2352
Cast iron pipes 600 mm dia
100 metre
1,938.30
2353
Cast iron pipes 700 mm dia
100 metre
1,938.30
2355
Cast iron pipes 800 mm dia
100 metre
1,938.30
2356
Cast iron pipes 900 mm dia
100 metre
2,907.45
2357
Cast iron pipes 1000 mm dia
100 metre
3,876.61
BASIC RATES – 0.4 CARRIAGE CODES
Unit
50
Rate
Rs.
SUB HEAD : 1.0
CARRIAGE OF MATERIALS
51
BASIC RATES (SH: 1.0 CARRIAGE OF MATERIALS)
Code
No
Description
Unit
Rate
Rs.
0005
Hire Charges of truck
Day
1008.00
0114
Beldar
Day
135.25
0115
Cooli
Day
135.25
0128
Mate
Day
138.45
1235
High Speed Diesel
Litre
30.25
5001
Mobil Oil
Litre
95.00
9999
Sundries
L.S.
1.00
SUB HEAD –1.0 CARRIAGE OF MATERIALS
53
1. CARRIAGE OF MATERIALS
1.1 Carriage of material by mechanical transport including loading, unloading and stacking
Code
Materials
1
1.1.1
1.1.2
1.1.3
1.1.4
1.1.5
1.1.6
1.1.7
1.1.8
1.1.9
1.1.10
1.1.11
1.1.12
1.1.13
1.1.14
1.1.15
2
Lime, moorum, building rubbish
Earth
Manure or sludge
Excavated rock
Sand, stone aggregate below 40
mm nominal size.
Stone aggregate 40 mm nominal
size and above.
Soling stone
Bricks
Brick Tiles
Cement, stone blcoks, G.I., C.I.,
A.C. & C.C. pipes below 100 mm
dia and other heavy materials
Steel
Timber
Tar Bitumen
Solvent
Steam Coal
Unit
Rate
5 Km
Remarks
1 Km
2 Km
3 Km
4 Km
4
5
6
7
Cum
Cum
Cum
Cum
Cum
39.53
49.42
42.97
79.07
39.53
45.13
56.41
49.05
90.25
45.13
50.66
63.32
55.07
101.32
50.66
55.99
69.99
60.86
111.99
55.99
61.19
76.48
66.51
122.37
61.19
4.67
5.84
5.08
9.35
4.67
3.90
4.88
4.24
7.80
3.90
3.24
4.05
3.52
6.48
3.24
Cum
42.97
49.05
55.07
60.86
66.51
5.08
4.24
3.52
Cum
1000 Nos.
1000 Nos
46.51
105.42
63.25
53.09
120.33
72.20
59.60
135.09
81.06
65.87
149.32
89.59
71.99
163.17
97.90
5.50
12.46
7.48
4.59
10.40
6.24
3.81
8.64
5.18
Tonne
Tonne
Cum
Tonne
Qtl
Tonne
35.14
35.14
45.18
39.53
3.95
45.18
40.11
40.11
51.57
45.13
4.51
51.57
45.03
45.03
57.90
50.66
5.07
57.90
49.77
49.77
63.99
55.99
5.60
63.99
54.39
54.39
69.93
61.19
6.12
69.93
4.15
4.15
5.34
4.67
0.47
5.34
3.47
3.47
4.46
3.90
0.39
4.46
2.88
2.88
3.70
3.24
0.32
3.70
3
SUB HEAD - 1.0 CARRIAGE OF MATERIALS
54
8
Beyond Beyond
5 Km
10 Km.
upto 10 upto 20
Km. per Km. per
Km.
Km.
9
10
Beyond
20 Km.
per Km.
11
12
The rates will be applicable to net
quantities after deduction of
prescribed percentage for voids
mentioned in the specification
under subhead "Carriage of
Materials"
Code
1
1.1.16
1.1.16.1
1.1.16.2
1.1.16.3
1.1.16.4
1.1.16.5
1.1.16.6
1.1.16.7
1.1.16.8
1.1.16.9
1.1.16.10
1.1.16.11
1.1.17
1.1.17.1
1.1.17.2
1.1.17.3
1.1.17.4
1.1.17.5
1.1.17.6
1.1.17.7
Materials
2
S.W.Pipe
100 mm dia
150 mm dia
200 mm dia
230 mm dia
250 mm dia
300 mm dia
350 mm dia
400 mm dia
450 mm dia
500 mm dia
600 mm dia
AC pipes, Steel Cylinder, RC
Pipes, CI Pipes and unreinforced
cement pipes
100 mm dia
125 mm dia
150 mm dia
200 mm dia
250 mm dia
300 mm dia
350 mm dia
Unit
3
100m
100m
100m
100m
100m
100m
100m
100m
100m
100m
100m
100 m
100 m
100 m
100 m
100 m
100 m
100 m
1 Km
2 Km
3 Km
4 Km
4
5
6
7
Rate
5 Km
52.71
60.17
67.55
74.66
105.42 120.33 135.09
149.32
175.71 200.56 225.15
248.86
251.01 286.51 321.65
355.51
301.21 343.81 385.98
426.62
376.52 429.76 482.47
533.27
527.12 601.67 675.46
746.58
753.03 859.53 964.95 1066.54
958.40 1093.94 1228.12 1357.41
1054.24 1203.34 1350.93 1493.15
1317.80 1504.17 1688.66 1866.44
86.41
115.43
144.02
234.28
332.92
411.49
576.09
98.63
131.75
164.39
267.41
380.00
469.69
657.56
110.73
147.91
184.55
300.21
426.61
527.29
738.21
SUB HEAD - 1.0 CARRIAGE OF MATERIALS
55
122.39
163.48
203.98
331.81
471.52
582.81
815.93
8
Remarks
Beyond Beyond
5 Km
10 Km.
upto 10 upto 20
Km. per Km. per
Km.
Km.
9
10
Beyond
20 Km.
per Km.
11
81.58
163.17
271.94
388.49
466.19
582.74
815.83
1165.47
1483.33
1631.66
2039.58
6.23
12.46
20.77
29.67
35.61
44.51
62.31
89.02
113.30
124.63
155.79
5.20
10.40
17.34
24.77
29.72
37.15
52.01
74.30
94.57
104.03
130.03
4.32
8.64
14.40
20.57
24.69
30.86
43.20
61.72
78.55
86.41
108.01
133.74
178.65
222.90
362.59
515.26
636.87
891.62
10.22
13.65
17.03
27.70
39.36
48.64
68.10
8.53
11.39
14.21
23.12
32.85
40.60
56.85
7.08
9.46
11.80
19.20
27.29
33.73
47.22
12
Code
Materials
Unit
1 Km
1
2
1.1.17.8 400 mm dia
1.1.17.9 450, 500 mm dia
1.1.17.10 600, 700, 750 & 800 mm dia
3
100 m
100 m
1.1.17.11 900 mm dia
1.1.17.12 1000, 1100 & 1200 mm dia
4
785.58
2 Km
3 Km
4 Km
Rate
5 Km
Remarks
Beyond
5 Km
upto 10
Km. per
Km.
5
6
7
8
9
896.67 1006.65 1112.63 1215.84
92.87
Beyond Beyond
10 Km.
20 Km.
upto 20 per Km.
Km. per
Km.
10
11
77.52
64.39
960.15 1095.93 1230.35 1359.88 1486.03
113.50
94.74
78.69
100 m
1440.22 1643.90 1845.53 2039.83 2229.05
170.26
142.11
118.04
100 m
100 m
2160.33 2465.85 2768.30 3059.74 3343.57
2880.44 3287.80 3691.06 4079.65 4458.10
255.39
340.51
213.17
284.23
177.06
236.08
SUB HEAD - 1.0 CARRIAGE OF MATERIALS
56
12
1.0 CARRIAGE OF MATERIALS
1.2 Carriage of material by manual labour including loading, unloading and stacking
for lead less than 0.5 km
Code No.
Materials
Unit
Cost of
carriage
including
loading,
unloading &
stacking for
first 50 m.
1
2
3
4
1.2.1
Lime, moorum,
building rubbish.
1.2.2
Earth
1.2.3
Manure or sludge
1.2.4
Excavated rock
1.2.5
Sand, stone aggregate
below 40 mm nominal
size.
Stone aggregate 40
mm nominal size and
above.
Soling stone
Bricks
1.2.6
1.2.7
1.2.8
1.2.9
1.2.10
1.2.11
1.2.12
1.2.13
1.2.14
1.2.15
1.2.16
1.2.16.1
1.2.16.2
1.2.16.3
1.2.16.4
1.2.16.5
1.2.16.6
Brick tiles, Allahabad
roofing tiles (flat or
round)
Steam Coal
Stone blocks, G.I., C.I.
Pipes below 100 mm dia.
and other heavy materials
Cement
Steel
Timber
Tar, Bitumen etc.
S.W.Pipes
100mm dia
150mm dia
200mm dia
230mm dia
250mm dia
300mm dia
SUB HEAD 1.0 CARRIAGE OF MATERIALS
Every
additional
lead of 50m
or part
thereof
beyond Ist
50m upto 9
such
additional
leads.
5
Cum
34.08
7.42
Cum
42.61
9.28
Cum
37.05
8.07
Cum
68.17
14.84
Cum
42.61
9.28
Cum
Cum
1000
Nos.
46.06
50.12
10.03
10.91
79.53
17.32
1000
Nos.
1000
49.71
39.77
10.82
8.66
Tonne
Tonne
Tonne
Cum
Tonne
31.11
24.68
53.00
34.07
31.11
4.56
3.62
7.78
5.00
4.56
100 m
100 m
100 m
100 m
100 m
100 m
62.27
102.36
143.24
183.45
238.49
340.70
9.14
15.02
21.02
26.92
35.00
49.99
57
Remarks
6
The
rate
is
applicable to net
quantities
after
deduction
of
prescribed
percentage
for
voids mentioned in
the
specifications
under
sub-head
"Carriage
of
Materials"
The length of S.W.
pipes
will
be
measured exclusive
of the internal depth
of sockets.
-
1
1.2.16.7
1.2.16.8
1.2.16.9
1.2.16.10
1.2.16.11
1.2.17
1.2.17.1
1.2.17.2
1.2.17.3
1.2.17.4
1.2.17.5
1.2.17.6
1.2.17.7
1.2.17.8
1.2.17.9
1.2.17.10
1.2.18
1.2.18.1
1.2.18.2
1.2.18.3
1.2.18.4
2
350mm dia
400mm dia
450mm dia
500mm dia
600mm dia
R.C.C pipes, steel cylinder,
R.C pipes,C.I. Piipes and
unreinforced cement pipes
100mm dia
125mm dia
150mm dia
200mm dia
250mm dia
300mm dia
350mm dia
400mm dia
450 & 500mm dia
600,700,750 & 800mm
dia
Asbestos Cement
pipes
50 mm dia
80mm dia
100mm dia
150mm dia
SUB HEAD 1.0 CARRIAGE OF MATERIALS
3
100
100
100
100
100
100
100
100
100
100
100
100
100
100
m
m
m
m
m
4
476.98
596.23
722.70
883.30
1084.05
5
6
69.99
87.49
106.05
129.61
159.07
m
m
m
m
m
m
m
m
m
84.07
102.87
118.46
177.76
312.43
390.97
558.96
650.43
867.24
12.34
15.10
17.38
26.08
45.85
57.37
82.02
95.44
127.26
100 m
953.96
139.98
14.22
39.10
55.85
78.19
2.09
5.74
8.20
11.47
100
100
100
100
m
m
m
m
58
The
length
of
flanged
or
plain
ended
concrete
R.C.C.Pipes,
steel
Cylinders,
R.C.
pipes and C.I. Pipes
shall be measured
overall. The length
of socketed pipes
shall be measured
exclusive of internal
depth of sockets.
The
length
of
asbestos
cement
pipes
shall
be
measured exclusive
of internal depth of
sockets.
-
Code
No.
1
1.3
Description
Unit
Rate Rs.
Remarks
2
3
4
5
Tonne
25.70
Tonne
37.65
Tonne
22.90
Loading in or unloading cement from
the Railway wagon at siding and
carrying the same from or into
godowns adjacent to the siding,
including stacking the same properly in
rows upto any height as per direction
of Engineer-in-charge, sweeping the
wagons and screening the swept
cement and filling in bags complete.
1.4
Loading in or unloading from the
Railway wagon as per the direction of
Engineer-in-charge.
1.4.1
1.4.2
Steel
G.I., C.I., R.C.C or C.C. pipes upto
500 mm dia. and similar heavy
materials
1.4.3
Heavy materials where each piece
or bundle, crate or case weighs
more than one tonne and R.C.C.,
C.I. and concrete pipes above 500
mm dia.
SUB HEAD 1.0 CARRIAGE OF MATERIALS
The
rates
will
be
applicable in all casess
whether materials are
unloaded on or loaded
from railway siding or
directly unloaded on or
loaded from transport
No deduction shall be
made from carriage
rates for such direct
unloading or loading.
Tonne
59
50.60
SUB HEAD : 2.0
EARTH WORK
61
BASIC RATES (SH: 2.0 EARTH WORK)
Code
No
Description
Unit
Rate
Rs.
0003
Hire charges of Diesel Road Roller - 8 to 10 tonne
Day
1,000.00
0017
Hire and running charges of tipper
Day
1,030.00
0018
Hire and running charges of loader.
Day
800.00
0020
Hydraulic Excavator (3D) with driver and fuel.
Day
6,000.00
0101
Bhisti
Day
138.45
0103
Blacksmith 2nd class
Day
141.60
0112
Carpenter 2nd class
Day
141.60
0113
Chowkidar
Day
135.25
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0124
Mason (brick layer) 2nd class
Day
141.60
0128
Mate
Day
138.45
0132
Rock Excavator
Day
135.25
0133
Rock Breaker
Day
135.25
0134
Rock Hole Driller
Day
135.25
0135
Stone Chiseller
Day
138.45
0302
Safeda ballies 125 mm diameter
metre
29.00
0325
Blasting powder
kilogram
25.00
0326
Blasting fuse (fuse wire)
each
10.00
0771
Kerosene oil
litre
19.00
1197
Second class kail wood in scantling
cudm
160.00
1198
Second class kail wood in planks
cudm
178.00
1235
Diesel oil
litre
30.25
2204
Carriage of Timber
cum
60.81
2335
Carriage of Jamuna sand
cum
53.21
2342
Carriage of solvent/ Diesel.
quintal
6501
Sand zone V (Jamuna)
cum
175.00
7022
Chlorpyriphos 20% E.C. / Lindane 20% E.C.
litre
150.00
9999
Sundries
L.S.
1.00
SUB HEAD –2.0 EARTH WORK
63
5.32
2.0 E A R T H W O R K
Code
No
Description
2.1
Earth work in surface excavation not exceeding 30 cm in depth but
exceeding 1.5 m in width as well as 10 sqm on plan including
disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed
soil to be levelled and neatly dressed :
2.1.1
2.2
Unit
All kinds of soil
100 sqm
Rate
Rs.
2,073.60
Earth work in rough excavation, banking excavated earth in layers
not exceeding 20 cm in depth, breaking clods watering, rolling each
layer with ½ tonne roller or wooden or steel rammers, and rolling
every 3rd and top-most layer with power roller of minimum 8 tonnes
and dressing up in embankments for roads, flood banks, marginal
banks and guide banks or filling up ground depressions, lead upto
50 m and lift upto 1.5 m :
2.2.1
cum
157.55
cum
99.45
Deduct for not rolling with power roller of minimum 8 tonnes for
banking excavated earth in layers not exceeding 20 cm in depth.
cum
1.75
2.5
Deduct for not watering the excavated earth for banking
cum
6.45
2.6
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means over areas (exceeding 30cm in depth.
1.5m in width as well as 10 sqm on plan) including disposal of
excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to
be levelled and neatly dressed.
cum
101.85
2.3
Banking excavated earth in layers not exceeding 20 cm. in depth,
breaking clods, watering, rolling each layer with ½ tonne roller, or
wooden or steel rammers, and rolling every 3rd and top-most layer
with power roller of minimum 8 tonnes and dressing up, in
embankments for roads, flood banks, marginal banks, and guide
banks etc., lead upto 50 m and lift upto 1.5 m.
2.3.1
2.4
2.6.1
2.7
2.8
All kinds of soil
All kinds of soil
All kinds of soil
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means over areas (exceeding 30 cm in depth,
1.5m in width as well as 10 sqm on plan) including disposal of
excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth
to be levelled and neatly dressed.
2.7.1
Ordinary rock
cum
152.60
2.7.2
Hard rock (requiring blasting)
cum
252.20
2.7.3
Hard rock (blasting prohibited)
cum
325.25
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means in foundation trenches or drains (not
exceeding 1.5 m in width or 10 sqm on plan) including dressing of
sides and ramming of bottoms, lift upto 1.5 m, including getting out
the excavated soil and disposal of surplus excavated soil as
directed, within a lead of 50 m.
SUBHEAD -2.0 EARTH WORK
64
Code
No
2.9
2.10
Description
Unit
Rate
Rs.
2.8.1
cum
103.40
All kinds of soil.
Excavation work by mechanical means (Hydraulic excavator)/ manual
means in foundation trenches or drains not exceeding 1.5m in width
or 10 sqm on plan including dressing of sides and ramming of bottoms
lift upto 1.5 m, including getting out the excavated soil and disposal of
surplus excavated soils as directed, within a lead of 50m.
2.9.1
Ordinary rock
cum
162.65
2.9.2
Hard rock (requiring blasting)
cum
272.95
2.9.3
Hard rock (blasting prohibited)
cum
332.45
Excavating trenches of required width for pipes, cables, etc including
excavation for sockets, and dressing of sides, ramming of bottoms,
depth upto 1.5 m including getting out the excavated soil, and then
returning the soil as required, in layers not exceeding 20 cm in depth
including consolidating each deposited layer by ramming, watering,
etc. and disposing of surplus excavated soil as directed, within a
lead of 50 m :
2.10.1
All kinds of soil
2.10.1.1
Pipes, cables etc, not exceeding 80 mm dia.
metre
70.45
2.10.1.2
Pipes, cables etc. exceeding 80 mm dia. but not
exceeding 300 mm dia.
metre
115.05
Pipes, cables etc. exceeding 300 mm dia but not
exceeding 600 mm.
metre
179.65
Extra for excavating trenches for pipes, cables etc. in all kinds of soil
for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over
corresponding basic item for depth upto 1.5 metre).
metre
133 %
Extra for excavating trenches for pipes, cables, etc, in all kinds of
soil for depth exceeding 3 m in depth, but not exceeding 4.5 m.
(Rate is over corresponding basic item for depth upto 1.5 metre.)
metre
340%
2.10.1.3
2.11
2.12
2.13
Excavating trenches of required width for pipes, cables, etc,
including excavation for sockets, depth upto 1.5 m including getting
out the excavated materials, returning the soil as required in layers
not exceeding 20 cm in depth including consolidating each
deposited layers by ramming, watering etc. stacking serviceable
material for measurements and disposal of unserviceable material
as directed, within a lead of 50m :
2.13.1
Ordinary rock :
2.13.1.1
Pipes, cables etc. not exceeding 80 mm dia.
metre
100.20
2.13.1.2
Pipes, cables etc. exceeding 80 mm dia but not
exceeding 300 mm dia.
metre
248.10
Pipes, cables exceeding 300 mm dia but not exceeding
600mm dia
metre
285.50
metre
152.75
2.13.1.3
2.13.2
Hard rock (requiring blasting)
2.13.2.1
Pipes, cables etc. not exceeding 80 mm dia.
SUBHEAD -2.0 EARTH WORK
65
Code
No
Description
2.13.2.2
2.13.2.3
2.15
2.16
2.17
2.18
2.19
2.20
Rate
Rs.
Pipes, cables etc. exceeding 80 mm dia. but not
exceeding 300 mm dia.
metre
378.20
Pipes, cables etc. exceeding 300 mm dia but not
exceeding 600mm dia
metre
435.25
2.13.3
Hard rock (blasting prohibited)
2.13.3.1
Pipes, cables etc. not exceeding 80 mm dia.
metre
180.85
2.13.3.2
Pipes, cables etc. exceeding 80 mm dia. but not
exceeding 300 mm dia.
metre
447.85
Pipes, cables etc. exceeding 300 mm dia but not
exceeding 600mm dia.
metre
515.35
Extra for excavating trenches for pipes, cables, etc. in ordinary/hard
rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over
corresponding basic item for depth upto 1.5 metre.)
metre
104%
Extra for excavating trenches for pipes, cables, etc. in ordinary/hard
rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over
corresponding basic item for depth upto 1.5 metre.)
metre
259%
2.13.3.3
2.14
Unit
Close timbering in trenches including strutting, shoring and packing
cavities (wherever required) complete. (Measurements to be taken
of the face area timbered).
2.16.1
Depth not exceeding 1.5 m.
sqm
69.80
2.16.2
Depth exceeding 1.5 m but not exceeding 3 m.
sqm
72.20
2.16.3
Depth exceeding 3 m but not exceeding 4.5 m.
sqm
77.60
Close timbering in case of shafts, wells, cesspits, manholes and the
like including strutting, shoring and packing cavities (wherever
required) etc. complete. (Measurements to be taken of the face area
timbered).
2.17.1
Depth not exceeding 1.5 m.
sqm
71.60
2.17.2
Depth exceeding 1.5 m but not exceeding 3 m.
sqm
76.70
2.17.3
Depth exceeding 3 m but not exceeding 4.5 m.
sqm
82.00
Close timbering over areas including strutting, shoring and packing,
cavities (wherever required) etc. complete. (Measurements to be
taken of the face area timbered) :
2.18.1
Depth not exceeding 1.5 m.
sqm
62.40
2.18.2
Depth exceeding 1.5 m but not exceeding 3 m.
sqm
65.15
2.18.3
Depth exceeding 3 m but not exceeding 4.5 m.
sqm
68.15
sqm
923.05
sqm
35.20
Extra for planking, strutting and packing materials for cavities (in
close timbering) if required to be left permanently in position. (Face
area of timber permanently left to be measured).
Open timbering in trenches including strutting and shoring complete
(measurements to be taken of the face area timbered):
2.20.1
Depth not exceeding 1.5 m.
SUBHEAD -2.0 EARTH WORK
66
Code
No
2.21
2.22
2.23
2.24
Description
Unit
Rate
Rs.
2.20.2
Depth exceeding 1.5 m but not exceeding 3 m.
sqm
36.70
2.20.3
Depth exceeding 3 m but not exceeding 4.5 m.
sqm
39.10
Open timbering in case of shafts, wells, cesspits, manholes and the
like including strutting and shoring complete (Measurements to be
taken of the face area timbered):
2.21.1
Depth not exceeding 1.5 m.
sqm
30.40
2.21.2
Depth exceeding 1.5 m but not exceeding 3 m.
sqm
32.75
2.21.3
Depth exceeding 3 m but not exceeding 4.5 m.
sqm
35.80
Open timbering over areas including strutting, shoring etc. complete.
(Measurements to be taken of the face area timbered):
2.22.1
Depth not exceeding 1.5 m.
sqm
21.50
2.22.2
Depth exceeding 1.5 m but not exceeding 3 m.
sqm
23.20
2.22.3
Depth exceeding 3 m but not exceeding 4.5 m.
sqm
25.80
Extra for planking and strutting in open timbering if required to be left
permanently in position. (Face area of the timber permanently left to
be measured).
sqm
463.85
Extra rates for quantities of works, executed:
2.24.1
2.24.2
In or under water and/or liquid mud, including pumping
out water as required.
metre
depth
20%
In or under foul position, including pumping out water as
required.
metre
depth
25%
cum
45.70
Note for item no. 2.24:- The extra percentage rate is applicable in
respect of each item but limited to quantities of work executed in
these difficult conditions. The unit, namely, metre depth, to be
considered for payment, shall be the depth measured from the sub
soil water level upto the centre of gravity of the quantity executed in
difficult conditions. The depth shall be reckoned correct to 0.1 metre,
0.05 metre or more shall be taken as 0.1 metre and less than 0.05
metre ignored.
2.25
2.26
2.27
2.28
Filling available excavated earth (excluding rock) in trenches, plinth,
sides of foundations etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead
up to 50 m and lift upto 1.5 m.
Extra for every additional lift of 1.5 m or part thereof in.
2.26.1
All kinds of soil.
cum
18.90
2.26.2
Ordinary or hard rock.
cum
33.85
cum
301.50
100sqm
512.10
Supplying and filling in plinth with Jamuna sand under floors
including, watering, ramming consolidating and dressing complete.
Surface dressing of the ground including removing vegetation and
in-equalities not exceeding 15 cm deep and disposal of rubbish, lead
upto 50 m and lift upto 1.5 m.
2.28.1
All kinds of soil.
SUBHEAD -2.0 EARTH WORK
67
Code
No
Description
2.29
Ploughing the existing ground to a depth of 15 cm to 25 cm and
watering the same.
2.29.1
2.30
2.31
2.32
2.33
2.34
All kinds of soil.
Rate
Rs.
100sqm
512.40
Excavating holes upto 0.5 cum including getting out the excavated
soil, then returning the soil as required in layers not exceeding 20
cm in depth, including consolidating each deposited layer by
ramming, watering etc, disposing of surplus excavated soil; as
directed within a lead of 50 m and lift upto 1.5 m.
2.30.1
All kinds of soil.
each
54.30
2.30.2
Ordinary rock
each
82.85
2.30.3
Hard rock (requiring blasting)
each
152.10
2.30.4
Hard rock (blasting prohibited)
each
181.85
Clearing jungle including uprooting of rank vegetation, grass, brush
wood, trees and saplings of girth upto 30 cm measured at a height of
1 m above ground level and removal of rubbish upto a distance of 50
m outside the periphery of the area cleared.
100sqm
263.90
Clearing grass and removal of the rubbish upto a distance of 50 m
outside the periphery of the area cleared.
100sqm
135.65
Felling trees of the girth (measured at a height of 1 m above ground
level) including cutting of trunks and branches removing the roots
and stacking of serviceable material and disposal of unserviceable
material.
2.33.1
Beyond 30 cm girth upto and including 60 cm girth
each
81.70
2.33.2
Beyond 60 cm girth upto and including 120 cm girth
each
359.80
2.33.3
Beyond 120 cm girth upto and including 240 cm girth
each
1,658.85
2.33.4
Above 240 cm girth
each
3,330.20
litre
174.30
sqm
6.75
sqm
10.45
Supplying chemical emulsion in sealed containers including delivery
as specified.
2.34.1
2.35
Unit
Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
Diluting
and
injecting
chemical
emulsion
for
POSTCONSTRUCTIONAL anti-termite treatment (excluding the cost of
chemical emulsion) :
2.35.1
Along external wall where the apron is not provided using
chemical emulsion @ 7.5 litres / sqm of the vertical
surface of the substructure to a depth of 300 mm
including excavation channel along the wall & rodding etc.
complete:
2.35.1.1
With Chlorpyriphos/
concentration.
Lindane
E.C.
20%
with
1%
2.35.2
Along the external wall below concrete or masonry apron
using chemical emulsion @ 2.25 litres per linear metre
including drilling and plugging holes etc.
2.35.2.1
With
SUBHEAD -2.0 EARTH WORK
Chlorpyriphos/
Lindane
E.C.
68
20%
with
1%
Code
No
Description
Unit
Rate
Rs.
sqm
48.70
metre
7.60
metre
79.80
cum
13.85
concentration.
2.35.3
Treatment of soil under existing floors using chemical
emulsion @ one litre per hole, 300 mm apart including
drilling 12 mm diameter holes and plugging with cement
mortar 1 :2 (1 cement : 2 Coarse sand) to match the
existing floor :
2.35.3.1
With Chlorpyriphos/Lindane
concentration.
20%
with
1%
2.35.4
Treatment of existing masonry using chemical emulsion
@ one litre per hole at 300 mm interval including drilling
holes at 45 degree and plugging them with cement mortar
1:2 (1 cement : 2 coarse sand) to the full depth of the hole
:
2.35.4.1
With Chlorpyriphos/Lindane
concentration.
2.35.5
2.36
E.C.
E.C.
20%
with
1%
Treatment at points of contact of wood work by chemical
emulsion Chlorpyriphos/ Lindane (in oil or kerosene
based solution) @ 0.5 litres per hole by drilling 6 mm dia
holes at downward angle of 45 degree at 150 mm centre
to centre and sealing the same.
Deduct for disposed soil not levelled and neatly dressed (against
Item No. 2.6,&2.7)
SUBHEAD -2.0 EARTH WORK
69
SUB HEAD : 3.0
MORTARS
71
BASIC RATES (SH:3.0 MORTAR)
Code
No
Description
Unit
Rate
Rs.
0101
Bhisti
Day
138.45
0114
Beldar
Day
135.25
0367
Portland Cement
tonne
4,500.00
0368
White Cement
tonne
9,700.00
0784
Marble dust/ powder
cum
800.00
0811
Mud (dry)
cum
20.00
0982
Coarse sand (zone III)
cum
600.00
0983
Fine sand (zone IV)
cum
320.00
1159
Stone dust
cum
700.00
2203
Carriage of Coarse sand
cum
53.21
2209
Carriage of Cement
tonne
47.29
2261
Carriage of Fine sand (1 part badarpur sand : 2 parts jamuna sand)
cum
53.21
2267
Carriage of Stone dust
cum
53.21
2268
Carriage of Marble dust and marble chips
cum
53.21
9999
Sundries
L.S.
1.00
SUB HEAD –3.0 MORTAR
73
3.0 MORTAR
Note : These rates are exclusive of water charges, overheads and contractor’s profit.
Code
No
Description
3.1
Cement Mortar 1:1 (1 cement : 1 fine sand)
cum
5,055.70
3.2
Cement mortar 1:2 (1 cement : 2 fine sand).
cum
3,598.25
3.3
Cement mortar 1:3 (1 cement : 3 fine sand).
cum
2,870.00
3.4
Cement mortar 1:4 (1 cement : 4 fine sand).
cum
2,278.85
3.5
Cement mortar 1:5 (1 cement : 5 fine sand).
cum
1,960.55
3.6
Cement mortar 1:6 (1 cement : 6 fine sand).
cum
1,687.70
3.7
Cement mortar 1:2 (1 cement : 2 coarse sand).
cum
3,864.25
3.8
Cement mortar 1:3 (1 cement : 3 coarse sand).
cum
3,169.60
3.9
Cement mortar 1:4 (1 cement : 4 coarse sand).
cum
2,578.45
3.10
Cement mortar 1:5 (1 cement : 5 coarse sand).
cum
2,260.15
3.11
Cement mortar 1:6 (1 cement : 6 coarse sand).
cum
1,987.30
3.12
Cement mortar 1:2 (1 cement : 2 stone dust).
cum
3,959.25
3.13
Cement mortar 1:2 (1 cement : 2 marble dust).
cum
4,054.25
3.14
Cement mortar 1:5 (1 cement : 5 marble dust).
cum
2,474.15
3.15
White cement mortar 1:2 (1 white cement : 2 marble dust).
cum
7,590.25
3.16
White cement mortar 1:3 (1 white cement : 3 marble dust).
cum
6,035.60
3.17
White cement mortar 1:5 (1 white cement : 5 marble dust).
cum
4,086.15
3.18
Mud mortar
cum
156.85
SUBHEAD -3.0 MORTAR
Unit
74
Rate
Rs.
SUB HEAD : 4.0
CONCRETE WORK
75
BASIC RATES (SH: 4.0 CONCRETE WORK)
Code
No
Description
Unit
Rate
Rs.
0002
Hire charges of Concrete Mixer 0.14 cubic metre
Day
400.00
0011
Hire charges of Pump set of capacity 4000 litres/hour.
Day
300.00
0012
Vibrator(Needle type 40mm)
Day
200.00
0101
Bhisti
Day
138.45
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0116
Fitter (grade 1)
Day
151.50
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0131
Painter
Day
141.60
0155
Mason (average)
Day
146.55
0287
Brick Aggregate (Single size) : 40 mm nominal size
cum
360.00
0293
Stone Aggregate (Single size) : 40 mm nominal size
cum
650.00
0295
Stone Aggregate (Single size) : 20 mm nominal size
cum
700.00
0296
Stone Aggregate (Single size) : 12.5 mm nominal size
cum
700.00
0297
Stone Aggregate (Single size) : 10 mm nominal size
cum
700.00
0309
Paving bitumen S-90 of approved quality
tonne
22,500.00
0367
Portland Cement
tonne
4,500.00
0370
Coal (steam)
quintal
0771
Kerosene oil
litre
19.00
0982
Coarse sand (zone III)
cum
600.00
0983
Fine sand (zone IV)
cum
320.00
1213
Water proofing materials
kilogram
1980
Fly ash
cum
6.00
2202
Carriage of Stone aggregate below 40 mm nominal size
cum
53.21
2203
Carriage of Coarse sand
cum
53.21
2206
Carriage of Stone aggregate 40 mm nominal size and above
cum
57.83
2209
Carriage of Cement
tonne
47.29
2211
Carriage of Tar bitumen
tonne
53.21
2260
Carriage of Brick aggregate
cum
57.83
2261
Carriage of Fine sand (1 part badarpur sand : 2 parts jamuna sand)
cum
53.21
2262
Carriage of Fly ash
cum
53.21
7319
Wall form panel 1250x500 mm
each
980.00
SUB HEAD –4.0 CONCRETE WORK
77
300.00
20.00
Code
No
Description
Unit
Rate
Rs.
7326
Corner angle 45x45x5 mm 1.50 m long
each
280.00
7327
100 mm channel shoulder 2.5 m long
each
1,000.00
7328
Double clip ( bridge clip)
each
75.00
7329
Single clip
each
60.00
7330
M.S. tube 40 mm dia
metre
225.00
7331
Wall form panel 1250x450 mm
each
900.00
7332
Corner angle 45x45x5 m 2.50 m long
each
275.00
7333
Column clamp 450x1070 m
each
1,100.00
7334
Prop 2 m ( 2-3.5m)
each
750.00
8732
Synthetic Polyester triangular fibre of length 12mm, effective diameter
10-40 microns and specific gravity of 1.34 to 1.40
kg
336.00
9999
Sundries
L.S.
SUB HEAD –4.0 CONCRETE WORK
78
1.00
4.0 CONCRETE WORK
Code
No
Description
Unit
Rate
Rs.
1:1:2 (1 Cement : 1 coarse sand : 2 graded stone
aggregate 20 mm nominal size)
cum
4,738.95
1:1½:3 (1 Cement: 1½ coarse sand: 3 graded stone
aggregate 20 mm nominal size).
cum
3,629.80
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
20 mm nominal size)
cum
3,257.45
1:2:4 (1 Cement : 2 coarse sand : 4 graded stone
aggregate 40 mm nominal size).
cum
3,194.10
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size).
cum
2,791.05
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 40 mm nominal size).
cum
2,713.05
1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate
40 mm nominal size).
cum
2,560.20
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone
aggregate 40 mm nominal size).
cum
2,449.00
1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40
mm nominal size)
cum
2,296.15
1:5:10 (1 cement : 5 coarse sand : 10 graded stone
aggregate 40 mm nominal size)
cum
2,237.75
1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate
40 mm nominal size)
cum
2,079.60
1:2:3½:9 (1 ordinary portland cement : 2 Fly ash : 3½
coarse sand : 9 graded stone aggregate 40 mm nominal
size).
cum
2,388.45
1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4
coarse sand : 11 graded stone aggregate 40 mm nominal
size)
cum
2,154.45
cum
5,060.60
CEMENT CONCRETE (CAST – IN- SITU)
4.1
Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level :
4.1.1
4.1.2
4.1.3
4.1.4
4.1.5
4.1.6
4.1.7
4.1.8
4.1.9
4.1.10
4.1.11
4.1.12
4.1.13
4.2
Providing and laying cement concrete in retaining walls, return walls,
walls (any thickness) including attached pilasters, columns, piers,
abutments, pillars, posts, struts, buttresses, string or lacing courses,
parapets, coping, bed blocks, anchor blocks, plain window sills,
fillets etc. up to floor five level, excluding the cost of centering,
shuttering and finishing :
4.2.1
1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate
20 mm nominal size)
SUBHEAD -4.0 CONCRETE WORK
79
Code
No
Description
4.2.2
4.2.3
4.2.4
4.2.5
4.2.6
4.2.7
4.3
Rate
Rs.
cum
3,951.45
1:2:4 (1 Cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size)
cum
3,579.10
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
40 mm nominal size).
cum
3,515.75
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
20 mm nominal size).
cum
3,112.70
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
40 mm nominal size).
cum
3,034.70
1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate 40
mm nominal size).
cum
2,881.85
1:1½:3 (1 cement:1½ coarse
aggregate 20 mm nominal size).
sand:3 graded
stone
Centering and shuttering including strutting, propping etc. and
removal of form work for :
4.3.1
Foundations, footings, bases for columns.
sqm
119.25
4.3.2
Retaining walls, return walls, walls (any thickness) including
attached pilasters, buttresses, plinth and string courses
fillets etc.
sqm
180.40
Columns, piers, abutments, pillars, posts and struts.
sqm
238.40
1:2:4 (1 Cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size).
cum
3,257.45
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
20 mm nominal size).
cum
2,791.05
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
20mm nominal size).
cum
4812.25
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
20mm nominal size).
cum
4345.85
4.3.3
4.4
Unit
Providing and laying cement concrete in kerbs, steps and the like at
or near ground level excluding the cost of centering, shuttering and
finishing.
4.4.1
4.4.2
CEMENT CONCRETE (PRE-CAST)
4.5
Providing and fixing up to floor five level precast cement concrete
string or lacing courses, copings, bed plates, anchor blocks, plain
window sills, shelves, louvers, steps, stair cases, etc. including
hoisting and setting in position with cement mortar 1:3 (1 Cement : 3
coarse sand), cost of required centering, shuttering and finishing
smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 fine sand)
on exposed surfaces complete.
4.5.1
4.5.2
4.6
Providing and fixing at or near ground level precast cement concrete
in kerbs, edgings etc. as per approved pattern and setting in position
with cement mortar 1:3 (1 Cement : 3 coarse sand) including the
cost of required centering, shuttering and finishing smooth with 6mm
thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed
SUBHEAD -4.0 CONCRETE WORK
80
Code
No
Description
Unit
Rate
Rs.
cum
4113.60
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
20mm nominal size).
cum
5560.35
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
20mm nominal size).
cum
5093.95
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
20mm nominal size).
cum
4,840.40
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 20mm nominal size).
cum
4,625.80
Precasting and placing in position 125 mm dia Bollards 600 mm high
of required shape including providing M.S. Pipe Sleeve 50 mm dia
300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm
long with 150x150x6mm M.S. plate welded at bottom and embedded
150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6
graded stone aggregate 20 mm nominal size) including necessary
excavation of size 250x250x450mm deep for the same in
bitumen/concrete pavement at specified spacing.
each
324.70
Providing and laying damp-proof course 40mm thick with cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 12.5mm nominal size).
sqm
144.15
Providing and laying damp-proof course 50mm thick with cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20mm nominal size).
sqm
178.05
Extra for providing and mixing water proofing material in cement
concrete work @ 1 kg per 50kg of cement.
per 50 kg
cement
27.45
Applying a coat of residual petroleum bitumen of penetration 80/100
of approved quality using 1.7kg per square metre on damp proof
course after cleaning the surface with brushes and finally with a
piece of cloth lightly soaked in kerosene oil.
sqm
58.60
surfaces complete.
4.6.1
4.7
Providing and fixing up to floor five level precast cement concrete
solid block including hoisting and setting in position with cement
mortar 1:3 (1 cement : 3 coarse sand), cost of required centering,
shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1
cement : 3 fine sand) on exposed surfaces complete :
4.7.1
4.7.2
4.8
Providing and fixing up to floor five level precast cement concrete
hollow block including hoisting and setting in position with cement
mortar 1:3 (1 cement : 3 coarse sand), cost of required centering,
shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1
cement : 3 fine sand) on exposed surfaces complete :
4.8.1
4.8.2
4.9
1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone
aggregate 20mm nominal size).
DAMP- PROOF COURSE
4.10
4.11
4.12
4.13
SUBHEAD -4.0 CONCRETE WORK
81
Code
No
Description
Unit
Rate
Rs.
Extra for concrete work in superstructure above floor V level for each
four floors or part thereof.
Cum
235.65
Extra for laying concrete in or under water and/or liquid mud
including cost of pumping or bailing out water and removing slush
etc. complete.
Cum per
meter
depth
180.75
MISCELLANEOUS
4.14
4.15
Note for item No. 4.15 :- The quantity will be calculated by
multiplying the depth measured from the sub-soil water level up to
centre of gravity of concrete under sub-soil water level with quantity
of concrete in cum executed under sub-soil water. The depth of
centre of gravity shall be reckoned correct to 0.1m, 0.05m or more
shall be taken as 0.1m and less than 0.05m ignored.
4.16
Extra for laying concrete in or under foul positions.
Cum
69.65
4.17
Making plinth protection 50mm thick of cement concrete 1:3:6 (1
cement :3 coarse sand : 6graded stone aggregate 20mm nominal
size) over 75mm bed by dry brick ballast 40mm nominal size well
rammed and consolidated and grouted with fine sand including
finishing the top smooth
sqm
222.65
Extra for addition of synthetic Polyester triangular fibre of length
12mm, effective diameter 10-40 microns and specific gravity of 1.34
to 1.40 in cement concrete/RCC/Flooring/water retaining structures
by using 125gms. of synthetic Polyester triangular fibre for 50 Kgs.
cement used as per directions of Engineer-in-Charge.
Per Bag
of 50Kg.
of
cement
48.80
4.18
SUBHEAD -4.0 CONCRETE WORK
82
SUB HEAD : 5.0
REINFORCED CEMENT
CONCRETE
83
BASIC RATES (SH: 5.0 REINFORCED CEMENT CONCRETE)
Code
No
Description
Unit
Rate
Rs.
0002
Hire charges of Concrete Mixer 0.14 cubic metre
Day
400.00
0004
Production cost of concrete by batch mix plant.
cum
200.00
0009
Pumping charges of concrete including Hire charges of pump, piping
work & accessories etc.
cum
80.00
0011
Hire charges of Pump set of capacity 4000 litres/hour.
Day
300.00
0012
Vibrator(Needle type 40mm)
Day
200.00
0029
Carriage of concrete by transit mixer.
km/ cum
0101
Bhisti
Day
138.45
0102
Blacksmith 1st class
Day
151.50
0103
Blacksmith 2nd class
Day
141.60
0112
Carpenter 2nd class
Day
141.60
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0116
Fitter (grade 1)
Day
151.50
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0126
Mason (for ornamental stone work) 1st class
Day
151.50
0128
Mate
Day
138.45
0155
Mason (average)
Day
146.55
0236
Non - Asbestos multi purpose fibre cement board 6mm thick.
sqm
180.00
0295
Stone Aggregate (Single size) : 20 mm nominal size
cum
700.00
0297
Stone Aggregate (Single size) : 10 mm nominal size
cum
700.00
0302
Safeda ballies 125 mm diameter
metre
29.00
0309
Paving bitumen S-90 of approved quality
tonne
22,500.00
0313
Blown type petroleum bitumen of penetration 85/25 of approved
quality
tonne
25,000.00
0314
Bitumen hot sealing compound : grade A
kilogram
20.00
0316
Bitumen solution primer of approved quality
litre
28.00
0339
Flame retardant face insulating, Impregnated fibre board 12 mm thick
sqm
279.00
0367
Portland Cement
tonne
0370
Coal (steam)
quintal
0639
Bright finished or black enameled mild steel screws 25 mm
100 Nos
0768
Cement Concrete Jali 50 mm thick
sqm
SUB HEAD –5.0 REINFORCED CEMENT CONCRETE
85
18.00
4,500.00
300.00
15.00
145.00
Code
No
Description
Unit
Rate
Rs.
0769
Cement Concrete Jali 40 mm thick
sqm
115.00
0770
Cement Concrete Jali 25 mm thick
sqm
92.00
0967
Copper plate
kilogram
195.00
0982
Coarse sand (zone III)
cum
600.00
0983
Fine sand (zone IV)
cum
320.00
0992
Galvanised steel plain sheets
quintal
3,450.00
1004
Average rate of Mild steel round bars for reinforcements
quintal
3,075.00
1005
Twisted steel / deformed bars
quintal
3,175.00
1015
Mild steel expanded metal 20x60 mm strands
sqm
200.00
1021
Hard drawn steel wire fabric
sqm
310.00
1034
Bolts and nuts upto 300 mm in length
quintal
1197
Second class kail wood in scantling
cudm
160.00
1198
Second class kail wood in planks
cudm
178.00
1224
Hard drawn steel wire
quintal
3,100.00
1225
Mild steel flat strap fitting
quintal
2,900.00
2200
Carriage of steam coal
tonne
60.81
2202
Carriage of Stone aggregate below 40 mm nominal size
cum
53.21
2203
Carriage of Coarse sand
cum
53.21
2204
Carriage of Timber
cum
60.81
2205
Carriage of Steel
tonne
47.29
2209
Carriage of Cement
tonne
47.29
2211
Carriage of Tar bitumen
tonne
53.21
2261
Carriage of Fine sand (1 part badarpur sand : 2 parts jamuna sand)
cum
53.21
2273
Carriage of A.C.sheet and accessories
tonne
47.29
2302
Carriage of G.I.sheet and accessories
tonne
47.29
2391
Strips-Aluminium fluted 3.15mm thick and 150mm wide
metre
216.00
2392
Strips Aluminium fluted 3.15mm thick and 200mm wide metre
Metre
288.00
2447
Hollock ballies 125 mm diameter
metre
27.00
7318
Plasticizer / super plasticizer
kilogram
30.00
7319
Wall form panel 1250x500 mm
each
980.00
7320
Tie bolt 12 mm dia 100 mm length
each
31.00
7321
Tie bolt 12 mm dia 150 mm length
each
42.00
7322
Tie bolt 20 mm dia 150 mm length
each
57.00
7323
Tie bolt 20 mm dia 225 mm length
each
72.00
SUB HEAD –5.0 REINFORCED CEMENT CONCRETE
86
4,300.00
Code
No
Description
Unit
Rate
Rs.
7324
Spring coil 12 mm
each
10.00
7325
Plastic cone 12 mm dia
each
12.00
7326
Corner angle 45x45x5 mm 1.50 m long
each
280.00
7327
100 mm channel shoulder 2.5 m long
each
1,000.00
7328
Double clip ( bridge clip)
each
75.00
7329
Single clip
each
60.00
7330
M.S. tube 40 mm dia
metre
225.00
7331
Wall form panel 1250x450 mm
each
900.00
7332
Corner angle 45x45x5 m 2.50 m long
each
275.00
7333
Column clamp 450x1070 m
each
1,100.00
7334
Prop 2 m ( 2-3.5m)
each
750.00
7342
Adjustable span ESO+SI (2.35-3.40)
each
1,600.00
7343
Adjustable telescopic prop 3 m (2.02-3.75 m)
each
1,000.00
7344
Beam clamp 300-380 mm (450-1070 mm)
each set
7345
Prop 4 m
each
1,030.00
7346
Double coupler
each
45.00
8659
Water proof ply 12mm thick.
sqm
572.00
9999
Sundries
L.S.
1.00
SUB HEAD –5.0 REINFORCED CEMENT CONCRETE
87
375.00
5.0 REINFORCED CEMENT CONCRETE
Code
No
Description
Unit
Rate
Rs.
1:1:2 (1 cement : 1 coarse sand : 2 graded stone
aggregate 20 mm nominal size).
cum
4,841.15
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size)
cum
3,732.00
1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size)
cum
3,359.60
1:1:2 (1 cement : 1 coarse sand : 2 graded stone
aggregate 20 mm nominal size)
cum
5,201.50
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size)
cum
4,092.35
1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size).
cum
3,720.00
Reinforced cement concrete work in beams, suspended floors,
roofs having slope up to 15° landings, balconies, shelves,
chajjas, lintels, bands, plain window sills, staircases and spiral
stair cases up to floor five level excluding the cost of centering,
shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal size).
cum
3,673.85
Providing and laying up to floor five level reinforced cement
concrete in kerbs, steps and the like excluding the cost of
centering, shuttering, finishing and reinforcement with 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size).
cum
3,502.85
Reinforced cement concrete work in arches, archribs, domes,
vaults, shells, folded plate and roofs having slope more than 15°
up to floor five level excluding the cost of centering, shuttering,
finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand :
4 graded stone aggregate 20 mm nominal size).
cum
3773.15
Reinforced cement concrete work in chimneys, shafts, up to floor
five level excluding the cost of centering, shuttering, finishing and
reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size).
cum
3,760.85
CAST-IN-SITU
5.1
Providing and laying in position specified grade of reinforced
cement concrete excluding the cost of centering, shuttering,
finishing and reinforcement - All work up to plinth level :
5.1.1
5.1.2
5.1.3
5.2
Reinforced cement concrete work in walls (any thickness),
including attached pilasters, buttresses, plinth and string courses,
fillets, columns, pillars, piers, abutments, posts and struts etc. up
to floor five level excluding cost of centering, shuttering, finishing
and reinforcement :
5.2.1
5.2.2
5.2.3
5.3
5.4
5.5
5.6
SUBHEAD -5.0 REINFORCED CEMENT CONCRETE
88
Code
No
Description
Unit
Rate
Rs.
5.7
Reinforced cement concrete work in well-steining excluding the
cost of centering, shuttering, finishing and reinforcement with
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm nominal size).
cum
3,270.00
Reinforced cement concrete work in vertical and horizontal fins
individually or forming box louvers, facias and eaves boards up to
floor five level excluding the cost of centering, shuttering,
finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse
sand : 3 graded stone aggregate 20mm nominal size).
cum
3928.75
Foundations, footings, bases of columns, etc. for
mass concrete.
sqm
119.25
Walls (any thickness) including attached pilasters,
butteresses, plinth and string courses etc.
sqm
180.40
Suspended floors, roofs, landings, balconies and
access platform.
sqm
187.35
5.9.4
Shelves (Cast in situ)
sqm
187.35
5.9.5
Lintels, beams, plinth beams, girders, bressumers and
cantilevers.
sqm
162.65
5.9.6
Columns, Pillars, Piers, Abutments, Posts and Struts.
sqm
238.40
5.9.7
Stairs, (excluding landings) except spiral-staircases.
sqm
204.00
5.9.8
Spiral staircases (including landing).
sqm
182.70
5.9.9
Arches, domes, vaults up to 6 m span
sqm
514.70
5.9.10
Extra for arches, domes, vaults exceeding 6 m span
sqm
259.60
5.9.11
Chimneys and shafts
sqm
180.40
5.9.12
Well steining
sqm
147.00
5.9.13
Vertical and horizontal fins individually or forming box
louvers band, facias and eaves boards.
sqm
285.55
Extra for shuttering in circular work (20% of respective
centering and shuttering items).
sqm
20.00%
Small lintels not exceeding 1.5m clear span, moulding
as in cornices, window sills, string courses, bands,
copings, bed plates, anchor blocks and the like.
sqm
119.25
5.8
FORM WORK
5.9
Centering and shuttering including strutting, propping etc. and
removal of form for :
5.9.1
5.9.2
5.9.3
5.9.14
5.9.15
5.9.16
Edges of slabs and breaks in floors and walls.
5.9.16.1
Under 20 cm wide
metre
61.10
5.9.16.2
Above 20 cm wide
sqm
278.25
5.9.17
Cornices and mouldings
sqm
323.00
SUBHEAD -5.0 REINFORCED CEMENT CONCRETE
89
Code
No
Description
5.9.18
5.9.19
5.9.20
5.9.21
5.10
5.11
Unit
Rate
Rs.
Small surfaces such as cantilever ends, brackets and
ends of steps, caps and bases to pilasters and
columns and the like.
sqm
246.95
Weather shade, Chajjas, corbels etc., including
edges.
sqm
258.60
Suspended floors, roofs, landings, balconies and
access platform. with water proof ply 12mm thick.
sqm
329.80
Lintels, beams, plinth beams, girders, bressumers and
cantilevers. with water proof ply 12mm thick.
sqm
319.10
Providing and fixing tie bolt, spring coil and plastic cone in wall
shuttering complete as per the direction of Engineer-in-charge
5.10.1
12 mm dia. & 100 mm length.
each set
89.00
5.10.2
12 mm dia. & 150 mm length.
each set
101.80
5.10.3
20 mm dia. & 150 mm length.
each set
119.20
5.10.4
20 mm dia.& 225 mm length.
each set
136.60
sqm
70.20
Providing, hoisting and fixing up to floor five level precast
reinforced cement concrete work in string courses, bands,
copings, bed plates, anchor blocks, plain window sills and the like
including the cost of required centering, shuttering, finishing
smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine
sand) on exposed surfaces complete but excluding cost of
reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded
stone aggregate 20mm nominal size).
cum
4880.15
Providing, hoisting and fixing up to floor five level precast
reinforced cement concrete in small lintels not exceeding 1.5m
clear span up to floor five level including the cost of required
centering, shuttering and finishing smooth with 6 mm thick
cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces
but excluding the cost of reinforcement with 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 20mm nominal size).
cum
6,002.80
cum
6,725.35
Extra for additional height in centering, shuttering where ever
required with adequate bracing, propping etc. including cost of
de-shuttering and decentering at all levels, over a height of 3.5
m, for every additional height of 1 metre or part thereof (Plan
area to be measured)
5.11.1
Suspended floors, roofs, landing,
balconies (Plan area to be measured).
beams
and
PRE – CAST R.C.C.
5.12
5.13
5.14
Providing, hoisting and fixing up to floor five level precast
reinforced cement concrete in mouldings as in cornices, windows
sills etc. including setting in cement mortar 1:3 (1 cement : 3
coarse sand) cost of required centering, shuttering and finishing
smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine
sand) on exposed surfaces complete but excluding the cost of
SUBHEAD -5.0 REINFORCED CEMENT CONCRETE
90
Code
No
Description
Unit
Rate
Rs.
Providing, hoisting and fixing up to floor five level precast
reinforced cement concrete in lintels, beams and bressumers
including setting in cement mortar 1:3 (1 cement : 3 coarse
sand), cost of required centering and shuttering and finishing
smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine
sand) on exposed surfaces but excluding the cost of
reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size).
cum
5,243.25
Providing, hoisting and fixing up to floor five level precast
reinforced cement concrete in shelves including setting in cement
mortar 1:3 (1 cement : 3 coarse sand), cost of required centering,
shuttering and finishing with neat cement punning on exposed
surfaces but excluding the cost of reinforcement with 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 12.5mm
nominal size).
cum
6,840.10
Providing, hoisting and fixing up to floor five level precast
reinforced cement concrete in vertical & horizontal fins
individually or forming box louvers setting in cement mortar 1:2 (1
cement : 2 coarse sand) including the cost of required centering,
shuttering and finishing smooth with 6mm thick cement plaster
1:3 (1 cement : 3 fine sand) on exposed surfaces complete but
excluding the cost of reinforcement with 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal size).
cum
6,745.50
reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size).
5.15
5.16
5.17
5.18
Providing precast cement concrete Jali 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 6mm nominal size)
reinforced with 1.6 mm dia mild steel wire including centering and
shuttering, roughening cleaning, fixing and finishing in cement
mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding
plastering of the jambs, sills and soffits.
5.18.1
50 mm thick
sqm
359.25
5.18.2
40 mm thick
sqm
304.05
5.18.3
25 mm thick
sqm
277.35
Encasing rolled steel sections, in beams and columns, with
cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone
aggregate 12.5mm nominal size) including centering and
shuttering complete but excluding cost of reinforcement.
cum
4,953.40
Encasing rolled steel section in grillages with cement concrete
1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate
12.5mm nominal size) including centering and shuttering but
excluding cost of expanded metal and hangers.
cum
3,511.25
ENCASING ROLLED STEEL SECTION
5.19
5.20
SUBHEAD -5.0 REINFORCED CEMENT CONCRETE
91
Code
No
Description
5.21
Extra for providing and fixing expanded metal mesh of size
20x60mm and strands 3.25mm wide 1.6mm thick weighing 3.64
kg. per sqm. for encasing of rolled steel sections in beams,
columns and grillages excluding cost of hangers.
Unit
Rate
Rs.
sqm
255.40
STEEL REINFORCEMENT
5.22
5.22 A
Reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth
level.
5.22.1
Mild steel and Medium Tensile steel bars.
kilogram
41.50
5.22.2
Hard drawn steel wire
kilogram
41.50
5.22.3
Cold twisted bars
kilogram
42.70
5.22.4
Hot rolled deformed bars
kilogram
42.70
5.22.5
Hard drawn steel wire fabric
kilogram
52.00
5.22.6
Thermo-Mechanically Treated bars.
kilogram
42.70
Reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete. Above
Plinth level
5.22A.1
Mild steel and Medium Tensile steel bars.
kilogram
41.50
5.22A.2
Hard drawn steel wire
kilogram
41.50
5.22A.3
Cold twisted bars
kilogram
42.70
5.22A.4
Hot rolled deformed bars
kilogram
42.70
5.22A.5
Hard drawn steel wire fabric
kilogram
52.00
5.22A.6
Thermo-Mechanically Treated bars.
kilogram
42.70
Deduct for omitting in R.C.C. work smooth finishing of the
exposed surface with 6mm thick cement mortar 1:3 (1 Cement : 3
fine sand)
sqm
62.15
Extra for rendering smooth the top of suspended floors, landings
and staircases (treads and risers) with cement mortar 1:2 (1
cement : 2 coarse sand) including a floating coat of neat cement
and protecting the surface with a layer of 7.5 cm of earth laid
over 15 mm of fine sand in case of suspended floor and bricks
laid in mud mortar in case of landings and steps including
subsequent removal and cleaning of the same.
sqm
47.40
Providing and fixing in position copper plate as per design for
expansion joints.
kilogram
231.05
MISCELLANEOUS
5.23
5.24
5.25
5.26
Providing and filling in position, blown bitumen in expansion
joints.
per cm
depth per
cm width
per 100m
348.70
5.27
Providing and filling in position bitumen mix filler of Proportion 80
kg. of hot bitumen, 1 kg. of cement and 0.25 cubicmetre of
coarse sand for expansion joints.
per cm
depth per
cm width
per 100m
98.85
5.28
Providing and fixing in position 12mm thick bitumen impregnated
fibre board conforming to IS: 1838 including cost of primer,
sealing compound in expansion joints.
per cm
depth per
per 100m
334.55
5.29
Providing and fixing sheet covering over expansion joints with
iron screws as per design to match the colour / shade of wall
treatment.
SUBHEAD -5.0 REINFORCED CEMENT CONCRETE
92
Code
No
Description
Unit
Rate
Rs.
5.29.1
Non-asbestos fibre cement board 6 mm thick as per
IS: 14862.
5.29.1.1
150mm wide.
metre
69.90
5.29.1.2
200mm wide.
metre
93.80
5.29.2
Aluminium fluted strips 3.15mm thick.
5.29.2.1
150 mm wide.
metre
276.80
5.29.2.2
200 mm wide.
metre
368.40
5.30
Add or deduct for plaster drip course/ groove in plastered surface
or moulding to R.C.C. projections.
metre
11.95
5.31
Extra for laying reinforced cement concrete in or under water
and/ or liquid mud including cost of pumping or bailing out water
and removing slush etc., complete.
cum
180.75
cum
69.65
Providing and laying in position machine batched, machine mixed
and machine vibrated design mix cement concrete of specified
grade for reinforced cement concrete work including pumping of
concrete to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement. including Admixtures in
recommended proportions as per IS 9103 to accelerate, retard
setting of concrete, improve workability without impairing strength
and durability as per direction of Engineer-in-charge. M-25 grade
reinforced cement concrete by using 380kg. of cement per cum
of concrete. All work upto plinth level.
cum
3,983.75
Providing and laying in position machine batched, machine mixed
and machine vibrated design mix cement concrete of specified
grade for reinforced cement concrete work including pumping of
concrete to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement. including Admixtures in
recommended proportions as per IS 9103 to accelerate, retard
setting of concrete, improve workability without impairing strength
and durability as per direction of Engineer-in-charge. M-25 grade
reinforced cement concrete by using 380kg. of cement per cum
of concrete. All work above plinth level up to floor V level.
cum
3,983.75
Providing M-30 grade concrete by using 400kg of
cement per cum of concrete instead of M-25 grade
B.M.C/ R.M.C..
cum
109.10
Providing M-35 grade concrete by using 420kg of
cement per cum of concrete instead of M-25 grade
B.M.C./ R.M.C...
cum
217.30
Providing M-40 grade concrete by using 427kg of
cement per cum of concrete instead of M-25 grade
B.M.C./ R.M.C..
cum
256.45
Note For Item No. 5.31:- The quantity will be calculated by
multiplying the depth measured from the subsoil water level up to the
centre of gravity of the R.C.C. under subsoil water with the quantity of
R.C.C. in cubic metre executed under subsoil water. The depth of
centre of gravity shall be reckoned correct to 0.1m, 0.05 m or more
shall be taken as 0.1 m and less than 0.05 m ignored. No extra
payment shall be made for placing reinforcement or centering &
shuttering under sub – sol water conditions.
5.32
Extra for laying reinforced cement concrete in or under foul
positions.
DESIGN MIX CONCRETE
5.33
5.33A
5.34
Add or deduct for providing richer or leaner mixes respectively at
all floor levels.
5.34.1
5.34.2
5.34.3
SUBHEAD -5.0 REINFORCED CEMENT CONCRETE
93
Code
No
Description
5.35
Deduct for using less cement than the quantity as provided in the
item of batch mix concrete/RMC as arrived as per mix design.
quintal
Providing and placing in position precast reinforced cement
concrete waffle units square or rectangular as per design and
shape for floors and roofs in 1:1½:3 (1 Cement : 1½ coarse sand
: 3 graded stone aggregate 10mm nominal size) including flush
or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement :
2 Fine sand), making necessary holes of required sizes for
carrying through service lines etc., providing steel hooks for lifting
etc, form work in precasting, handling, hoisting, centering and
erection complete for all floor levels but excluding the cost of
reinforcement.
cum
9,683.15
Providing and laying in position ready mixed concrete
manufactured in fully automatic batching plant and transported to
site of work in transit mixer for a lead up to 10kms having
continuous agitated mixer, manufactured as per mix design of
specified grade for reinforced cement concrete work including
pumping of R.M.C. from transit mixer to site of laying , excluding
the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per
IS : 9103 to accelerate/ retard setting of concrete, improve
workability without impairing strength and durability as per
direction of the Engineer - in - charge. M-25 grade Reinforced
cement concrete by using 380kg of cement per cum of concrete.
All works up to plinth level.
cum
4192.80
Providing and laying in position ready mixed concrete
manufactured in fully automatic batching plant and transported to
site of work in transit mixer for a lead up to 10kms having
continuous agitated mixer, manufactured as per mix design of
specified grade for reinforced cement concrete work including
pumping of R.M.C. from transit mixer to site of laying , excluding
the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per
IS : 9103 to accelerate/ retard setting of concrete, improve
workability without impairing strength and durability as per
direction of the Engineer - in - charge. M-25 grade Reinforced
cement concrete by using 380kg of cement per cum of concrete.
All works above plinth level up to floor V level.
cum
4192.80
Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each
four floors or part thereof.
cum
92.90
cum/ km
20.90
5.36
5.37
5.37A
5.38
5.39
Unit
Extra for carriage of R.M.C. beyond the initial lead of 10km.
Note:- Flyash conforming to grade I of IS: 3812 (Part – I) may be
used as part replacement of OPC provided uniform blending with
cement is ensured in accordance with clauses 5.2 and 5.2.1 of
15:456:- 2000 in the items of BMC and RMC.
SUBHEAD -5.0 REINFORCED CEMENT CONCRETE
94
Rate
Rs.
528.15
SUB HEAD : 6.0
BRICK WORK
95
BASIC RATES (SH: 6.0 BRICK WORK)
Code
No
Description
Unit
Rate
Rs.
0011
Hire charges of Pump set of capacity 4000 litres/hour.
Day
300.00
0037
Mobile crane.
per day
0101
Bhisti
Day
138.45
0112
Carpenter 2nd class
Day
141.60
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0155
Mason (average)
Day
146.55
0322
Bitumen felt :Type 3 grade 1
sqm
45.00
1002
Mild steel round bar 12 mm dia and below
quintal
3,100.00
1008
Flats upto 10 mm in thickness
quintal
2,900.00
1034
Bolts and nuts upto 300 mm in length
quintal
4,300.00
1197
Second class kail wood in scantling
10cudm
1225
Mild steel flat strap fitting
quintal
1235
Diesel oil
litre
1984
F.P.S. bricks tile class designation 100
1000 Nos
1,950.00
1986
Modular bricks class designation75
1000 Nos
2,700.00
2201
Carriage of Bricks
1000 Nos
141.88
2204
Carriage of Timber
cum
60.81
2205
Carriage of Steel
tonne
47.29
2207
Carriage of Brick tiles
1000 Nos
85.13
2208
Carriage of Lime
cum
53.21
2302
Carriage of G.I.sheet and accessories
tonne
47.29
2602
F.P.S. bricks class designation75
1000 Nos
1,900.00
7008
F.P.S. clay fly ash bricks class designation 75
1000 Nos
1,412.00
7736
Extruded burnt flyash clay sewer bricks conforming to I.S 4885 - 1988
1000 Nos
3,550.00
7737
Fly ash lime bricks (FALG Bricks) conforming to I.S. 12894-1989
1000 Nos
1,792.00
7738
Calcium Silicate Bricks machine moulded confirming to I.S. 4139 1989
1000 Nos
3,083.00
7900
Modular bricks of class designation 75
1000 Nos
2,050.00
7901
Machine moulded perforated FPS bricks of class designation 125
1000 Nos
3,233.00
7902
Machine moulded modular perforated bricks of class designation 125
1000 Nos
3,200.00
SUB HEAD –6.0 BRICK WORK
97
5,000.00
160.00
2,900.00
30.25
Code
No
Description
Unit
7903
Machine moulded FPS bricks of class designation 125
1000 Nos
2,767.00
7904
Machine moulded tile bricks of class designation 125
1000 Nos
2,717.00
8655
Autoclaved aerated cement (AAC) blocks.
cum
1,650.00
8656
Gypsum panel 666 X 500 X 100 mm size.
sqm
544.00
8657
Bonding plaster for Gypsum panel.
kg
8658
Mechanised Autoclaved flyash lime bricks.
1000 Nos
9999
Sundries
L.S.
SUB HEAD –6.0 BRICK WORK
98
Rate
Rs.
50.00
2,200.00
1.00
6.0 BRICK WORK
Code
No
Description
6.1
Brick work with F.P.S. bricks of class designation 75 in
foundation and plinth in:
6.2
6.3
6.4
6.5
6.6
6.7
6.8
6.9
6.10
Unit
Rate
Rs.
6.1.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
cum
2,293.40
6.1.2
Cement mortar 1:6 (1 cement : 6 coarse sand)
cum
2,121.75
Brick work with modular bricks of class designation 75 in
foundation and plinth in:
6.2.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
cum
2,200.25
6.2.2
Cement Mortar 1:6 (1 cement : 6 coarse sand).
cum
2,049.20
Brick work with machine moulded perforated bricks of class
designation 125 conforming to IS: 2222 -1991 in superstructure
above plinth level up to floor five level in cement mortar 1:6 (1
cement : 6 coarse sand) :
6.3.1
With F.P.S. bricks.
cum
3,195.10
6.3.2
With Modular bricks.
cum
3,001.25
Brick work with F.P.S. bricks of class designation 75 in
superstructure above plinth level up to floor V level in all shapes
and sizes in :
6.4.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
cum
2601.90
6.4.2
Cement mortar 1:6 (1 cement : 6 coarse sand)
cum
2430.25
Extra for brick work in superstructure above floor V level for each
four floors or part thereof by mechanical means by lifting material
using mobile crane.
cum
190.00
Extra for forming cavity 5cm to 7.5cm wide in cavity walls with
necessary weep and vent holes including use of cores and cost
of providing and fixing bitumastic coated M .S. ties 300mm long
of 25x3mm section at not less than 3 ties per sqm as per
approved design.
sqm
47.35
Providing half brick masonry with F.P.S. bricks of class
designation 75 in cement mortar 1:3 (1 Cement : 3 coarse sand)
in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall
complete with 10 cm / 11.4 cm wide bitumen felt type 3 grade 1.
metre
89.50
Brick work 7 cm thick with F.P.S. brick of class designation 75 in
cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.
sqm
214.85
Brick work in plain arches in superstructure including centering
and shuttering complete for span up to 6 metres with F.P.S. brick
of class designation 75 in cement mortar 1:3 (1 cement : 3
coarse sand).
cum
3,847.45
Brick work in gauged arches in superstructure in cement mortar
1:3 (1 cement : 3 coarse sand) including centering and shuttering
complete, for span up to 6 meters with F.P.S. brick of class
designation 75.
cum
4,490.65
SUBHEAD -6.0 BRICK WORK
99
Code
No
Description
Unit
Rate
Rs.
6.11
Extra for additional cost of centering for arches exceeding 6m
span including all shuttering, bolting, wedging and removal (Area
of the soffit to be measured).
sqm
259.60
HALF BRICK MASONRY
6.12
6.13
6.14
6.15
Half brick masonry with F.P.S. brick of class designation 75 in
foundations and plinth in.
6.12.1
Cement mortar 1:3 (1 cement : 3 coarse sand)
sqm
289.60
6.12.2
cement mortar 1:4 (1 cement : 4 coarse sand)
sqm
270.35
Half brick masonry with F.P.S. bricks of class designation 75 in
superstructure above plinth level up to floor V level.
6.13.1
Cement mortar 1:3 (1 cement :3 coarse sand)
sqm
322.00
6.13.2
Cement mortar 1:4 (1 cement :4 coarse sand)
sqm
302.80
Extra for half brick masonry in superstructure, above floor V level
for every four floors or part thereof by mechanical means by
lifting material using mobile crane.
sqm
16.85
Extra for providing and placing in position 2 Nos. 6mm dia. M.S.
bars at every third course of half brick masonry (with F.P.S.
bricks).
sqm
47.80
BRICK TILE WORK
6.16
6.17
6.18
6.19
6.20
6.21
6.22
Tile brick masonry with tile bricks of class designation 100 in
foundation and plinth in:
6.16.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
cum
3,552.30
6.16.2
Cement mortar 1:6 (1 cement : 6 coarse sand).
cum
3,277.65
Tile brick masonry with machine moulded tile bricks of class
designation 125 conforming to IS : 2690 (Part I) - 1993 in
foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse
sand).
cum
3,969.85
cum
3603.35
Tile brick masonry with tile bricks of class designation 100 in
superstructure above plinth level up to floor V level. in cement
mortar 1:6 (1 cement : 6 coarse sand).
Extra for tile brick masonry with tile bricks of class designation
100 in superstructure above floor five level for every four floors or
part thereof.
cum
235.65
Tile brick masonry with tile bricks of class designation 100 in
plain arch work in superstructure in cement mortar 1:4 (1 cement
: 4 coarse sand) including centering and shuttering complete.
cum
4,876.55
Tile brick masonry with tile bricks of class designation 100 in
gauged arch work in superstructure in cement mortar 1:4 (1
cement : 4 coarse sand) including centering and shuttering
complete.
cum
5,484.40
sqm
212.10
Tile brick masonry work 5 cm thick with tile bricks of class
designation 100 in cement mortar 1:3 (1 cement : 3 coarse sand)
SUBHEAD -6.0 BRICK WORK
100
Code
No
Description
Unit
Rate
Rs.
sqm
203.55
cum
180.75
cum
69.65
Brick work with selected F.P.S. bricks of class designation 75 in
exposed brick work including making horizontal and vertical
grooves 10mm wide 12mm deep complete from ground level up
to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand)
cum
2,165.60
Brick work with modular bricks of class designation 75 in
exposed brick work including making horizontal and vertical
grooves 10mm wide 12mm deep complete from ground level up
to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand).
cum
2,065.10
Brick work with machine moulded modular bricks of class
designation 125 in exposed brick work including making
horizontal and vertical grooves 10mm wide 12mm deep complete
from ground level up to plinth level in cement mortar 1:6 (1
cement : 6 coarse sand).
cum
2,432.75
Brick work with machine moudled F.P.S. bricks of class
designation 125 in exposed brick work including making
horizontal and vertical grooves 10 mm wide 12mm deep
complete from ground level up to plinth level in cement mortar
1:6 (1 cement : 6 coarse sand)
cum
2,635.10
Brick work with machine moudled perforated F.P.S. bricks of
class designation 125 conforming IS : 2222-1991 in exposed
brick work including making horizontal and vertical grooves
10mm wide 12 mm deep complete from ground level up to plinth
level in cement mortar 1:6 (1 cement : 6 coarse sand).
cum
2,902.45
Brick work with machine moulded perforated modular bricks of
class designation 125 conforming to IS : 2222 -1991 in exposed
brick work including making horizontal and vertical grooves 10
mm wide 12mm deep complete from ground level up to plinth
level in cement mortar 1:6 (1 cement : 6 coarse sand).
cum
2,715.60
in superstructure.
HONEY COMB WORK
6.23
6.24
Honey-comb brick work 10/11.4 cm thick with bricks of class
designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand).
Extra for laying brick work in or under water and/or liquid mud
including cost of pumping or bailing out water and removing slush
etc. complete.
NOTE :- The quantity will be calculated by multiplying the depth
measured from sub - soil water level up to the centre to gravity of
brick work under sub - water with the quantity of brick work in
cum executed under the sub - soil water. The depth of centre of
gravity shall be reckoned correct to 0.1m, 0.05m or more shall be
taken as 0.1 m and less than 0.05m ignored.
6.25
Extra for laying brick work in or under foul position.
EXPOSED BRICK WORK
6.26
6.27
6.28
6.29
6.30
6.31
6.32
Brick work with clay flyash F.P.S. brick of class designation 75 in
superstructure above plinth level up to floor five level in :
SUBHEAD -6.0 BRICK WORK
101
Code
No
6.33
6.34
6.35
6.36
Description
Unit
Rate
Rs.
6.32.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
cum
2,306.35
6.32.2
Cement mortar 1:6 (1 cement : 6 coarse sand)
cum
2,134.70
Extra for exposed brick work/ clay flyash brick work in
superstructure above floor five level, for each four floors or part
thereof.
cum
235.65
Brick work with modular fly ash lime bricks (FALG Bricks)
conforming to IS:12894-2002, class designation 100 average
compressive strength in super structure above plinth level up to
floor V level in :
6.34.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
cum
2,434.35
6.34.2
Cement mortar 1:6 (1 cement : 6 Coarse sand)
cum
2,283.30
Brick work with modular calcium silicate bricks machine moulded
conforming to IS:4139-1989, class designation 100 average
compressive strength in super structure above plinth level up to
floor V level in :
6.35.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
cum
3,164.60
6.35.2
Cement mortar 1:6 (1 cement : 6 Coarse sand)
cum
3,013.55
Cement Mortar 1:4 ( 1 cement : 4 coarse sand)
cum
3,048.75
Brick work with modular extruded brunt fly ash clay sewer bricks
(conforming to IS : 4885-1988) in arches in foundation and plinth
in cement mortar 1:3 ( 1 cement : 3 fine sand).
cum
4,550.30
Providing and laying autoclaved aerated cement blocks masonry
with 100mm thick AAC blocks in super structure above plinth
level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse
sand ) The rate includes providing and placing in position 2 Nos.
6 mm dia M.S. bars at every third course of masonry work.
cum
3,348.40
Extra for AAC block masonry in superstructure above floor V
level for every four floors or part there of.
cum
235.65
Providing and laying Gypsum panel partitions 100mm thick with
water proof Gypsum panels of size 666x500x100mm, made of
calcite phosphor Gypsum fixed with tongue and groove, jointed
with bonding plaster as per manufacturers specifications in
superstructure above plinth level up to floor V level. Gypsum
blocks will have a minimum compressive strength of 9.3 kg/cm2
sqm
803.10
Extra for Gypsum panel Partitions in superstructure above floor V
level for every four floors or part thereof.
sqm
27.20
Brick work with modular extruded brunt fly ash clay sewer bricks
(Conforming to IS: 4885 - 1988) in foundation and plinth :
6.36.1
6.37
6.38
6.39
6.40
6.41
6.42
Brick work with mechanized autoclaved flyash lime bricks
conforming to IS: 12894 :2002 of class designation 100 in
superstructure above plinth level up to floor V level in.
6.42.1
Cement mortar 1:4 (1 cement :4 coarse sand)
cum
2,465.55
6.42.2
Cement mortar 1:6 (1 cement :6 coarse sand).
cum
2,293.90
SUBHEAD -6.0 BRICK WORK
102
Code
No
Description
Unit
Rate
Rs.
6.43
Extra for mechanized autoclave flyash lime bricks conforming to
IS: 12894- 1990 of class designation 100 in superstructure above
floor V level for each four floors or part thereof.
cum
235.65
Brick edging 7cm wide 11.4cm. deep to plinth protection with
bricks of class designation 75 including grouting with cement
mortar 1:4 (1 cement : 4 fine sand)
metre
16.25
6.44
SUBHEAD -6.0 BRICK WORK
103
SUB HEAD : 7.0
STONE WORK
105
BASIC RATES (SH: 7.0 STONE WORK)
Code
No
Description
Unit
Rate
Rs.
0011
Hire charges of Pumpset of capacity 4000 litres/hour.
Day
300.00
0100
Bandhani
Day
138.45
0101
Bhisti
Day
138.45
0102
Blacksmith 1st class
Day
151.50
0103
Blacksmith 2nd class
Day
141.60
0112
Carpenter 2nd class
Day
141.60
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0116
Fitter (grade 1)
Day
151.50
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0125
Mason (for plain stone work) 2nd class)
Day
141.60
0126
Mason (for ornamental stone work) 1st class
Day
151.50
0139
Skilled Beldar (for floor rubbing etc.)
Day
138.45
0367
Portland Cement
tonne
0373
Cramp Gun metal 25x6x300 mm
each
53.00
0873
Copper pins 6 mm dia 7.5 cm long
each
7.50
1002
Mild steel round bar 12 mm dia and below
quintal
3,100.00
1007
Structural steel such as tees, angles channels and R.S. joists
quintal
3,100.00
1034
Bolts and nuts up to 300 mm in length
quintal
4,300.00
1154
Through and bond stone
Nos
970.00
1157
Stone for masonry work
cum
332.00
1160
Red sand stone block
10 cudm
45.00
1161
White sand stone block
10 cudm
50.00
1163
White sand stone slab 75 mm thick (un-dressed)
sqm
256.00
1164
Red sand stone slab 40 mm thick (un-dressed)
sqm
120.00
1165
White sand stone slab 40 mm thick (un-dressed)
sqm
140.00
1169
Kota stone slab 25mm thick (rough chiseled)
Sq.m.
150.00
1197
Second class kail wood in scantling
10 cudm
160.00
1215
Welding by electric plant
cm
1225
Mild steel flat strap fitting
quintal
1237
Cutting marble or sand stone slab up to 50 mm thick by mechanical
device
metre
SUB HEAD –7.0 STONE WORK
107
4,500.00
1.00
2,900.00
6.00
Code
No
Description
Unit
Rate
Rs.
2204
Carriage of Timber
cum
60.81
2215
Carriage of Soling stone & masonary stone
cum
62.60
2216
Carriage of Stone blocks white & red sand stone & kota stone slab
tonne
47.29
2302
Carriage of G.I.sheet and accessories
tonne
47.29
2750
8 mm thick granite stone tiles (mirror polished of all shades)
sqm
4009
Mild steel tubes hot finished welded type
kilogram
38.00
7339
Stainless steel cramp
kilogram
280.00
7439
8mm thick (mirror polished tiles machine cut edge) Raj Nagar white
sqm
430.00
8683
Red sand stone gang saw cut 30mm thick.
sqm
325.00
8684
White sand stone gang saw cut 30mm thick.
sqm
360.00
8698
Stainless steel cramps with nuts, bolts and washer for dry stone
cladding .
each
200.00
9999
Sundries
L.S.
SUB HEAD –7.0 STONE WORK
108
555.00
1.00
7.0 STONE WORK
Code
No
Description
Unit
Rate
Rs.
cum
1,838.90
Extra for random rubble masonry with hard stone in
superstructure above plinth level and upto floor five level,
including leveling up with cement concrete 1:6:12 (1 cement :
6 coarse sand : 12 graded stone aggregate 20mm nominal
size) at window sills, ceiling level and the like.
cum
372.35
Extra for random rubble masonry with hard stone in
superstructure above floor V level for every four floors or part
thereof
cum
314.20
RANDOM RUBBLE MASONRY
7.1
Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1
cement : 6 coarse sand : 12 graded stone aggregate 20mm
nominal size) at plinth level with :
7.1.1
7.2
7.3
7.4
7.5
Cement mortar 1:6 (1 cement : 6 coarse sand)
Extra for random rubble masonry with hard stone in :
7.4.1
Square or rectangular pillars
cum
137.80
7.4.2
Circular pillars.
cum
421.45
cum
173.50
cum
2,022.70
cum
1,913.10
Extra for coursed rubble masonry with hard stone (first or
second sort) in superstructure above plinth level and upto
floor five level.
cum
361.50
Extra for coursed rubble masonry with hard stone (first or
second sort) in superstructure above floor V level for every
four floors or part thereof.
cum
314.20
Extra for random rubble masonry with hard stone curved on
plan for a mean radius not exceeding 6 m.
COURSED RUBBLE MASONRY
7.6
Coursed rubble masonry (first sort) with hard stone in
foundation and plinth with :
7.6.1
7.7
Coursed rubble masonry (second sort) with hard stone in
foundation & plinth with :
7.7.1
7.8
7.9
7.10
7.11
Cement mortar 1:6 (1 cement : 6 coarse sand)
Cement mortar 1:6 (1 cement : 6 coarse sand)
Extra for coursed rubble masonry with hard stone (first or
second sort) in :
7.10.1
Square or rectangular pillars
cum
152.60
7.10.2
Circular pillars.
cum
476.30
cum
187.95
Extra for coursed rubble masonry with hard stone (first or
second sort) curved on plan for a mean radius not exceeding
6 m.
SUBHEAD -7.0 STONE WORK
109
Code
No
Description
Unit
Rate
Rs.
ASHLAR MASONRY
7.12
7.13
7.14
7.15
7.16
7.17
Stone work in plain ashlar in super structure upto floor five
level in cement mortar 1:6 (1 cement : 6 coarse sand)
including pointing with cement mortar 1:2 (1 white cement : 2
stone dust) with an admixture of pigment matching the stone
shade :
7.12.1
One face dressed.
7.12.1.1
Red sand stone
cum
14,154.00
7.12.1.2
White sand stone
cum
14,929.00
7.12.2
Both face dressed.
7.12.2.1
Red sand stone.
cum
17,450.00
7.12.2.2
White sand stone
cum
18,225.00
Stone work plain ashlar in arches in cement mortar 1:3 (1
cement : 3 coarse sand) including centring, shuttering and
pointing with white cement mortar 1:2 (1 white cement : 2
stone dust) with an admixture of pigment matching the stone
shade.
7.13.1
Red sand stone
cum
16,424.00
7.13.2
White sand stone
cum
17,199.00
Stone work plain ashlar in domes in cement mortar 1:3 (1
cement : 3 coarse sand) including centring, shuttering and
pointing with white cement mortar 1:2 (1 white cement : 2
stone dust) with an admixture of pigment matching the stone
shade.
7.14.1
Red sand stone
cum
23,248.00
7.14.2
White sand stone
cum
24,024.00
Stone work ashlar punched (ordinary) in superstructure upto
floor five level in cement mortar 1:6 (1 white cement : 6
coarse sand) including pointing with cement mortar 1:2 (1
white cement : 2 stone dust) with an admixture of pigment
matching the stone shade.
7.15.1
Red sand stone.
7.15.1.1
One faced punched.
cum
13677.00
7.15.1.2
Double faced punched.
cum
16497.00
7.15.2
White sand stone.
7.15.2.1
Single face punched.
cum
14451.00
7.15.2.2
Double faced punched.
cum
17272.00
cum
314.00
Extra for stone work, plain ashlar or ashlar punched above
floor V level for every four floors or part thereof.
Extra for plain ashlar or ashlar punched in :
SUBHEAD -7.0 STONE WORK
110
Code
No
7.18
7.19
Description
Unit
Rate
Rs.
7.17.1
cum
1,042.00
Extra for stone work; plain ashlar or ashlar punched curved
on plan with a mean radius not exceeding 6 m.
cum
724.00
Extra for additional cost of centering for arches exceeding
6m span including all strutting, bolting, wedging etc. and
removal (area of soffit to be measured).
sqm
259.60
Square or rectangular pillars
SUNK, MOULDED, CARVED ASHLAR MASONRY
7.20
7.21
7.22
Stone work sunk or moulded or sunk and moulded upto floor
five level in cement mortar 1:6 (1 cement : 6 coarse sand)
including pointing with white cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment
matching the stone shade :
7.20.1
Red sand stone
cum
18,430.00
7.20.2
White sand stone
cum
19,204.00
Extra for stone work sunk or moulded or sunk and moulded
or carved in :
7.21.1
Triangular or Square or rectangular pillars
cum
1,359.00
7.21.2
Circular or polygonal pillars
cum
3,850.00
Extra for stone work sunk or moulded in cornices.
per metre
per cm
girth
8.90
MISCELLANEOUS STONE WORK
7.23
Stone work (machine cut edges) for wall lining etc. (veneer
work) backing filled with a grout of 12mm thick cement
mortar 1:3 (1 cement : 3 coarse sand) including pointing in
white cement mortar 1:2 (1 white cement : 2 stone dust) with
an admixture of pigment matching the stone shade : (To be
secured to the backing by means of cramps which shall be
paid for separately) :
7.23.1
Red sand stone - exposed face fine dressed with rough
backing.
7.23.1.1
70 mm thick.
sqm
1,251.75
7.23.1.2
60 mm thick.
sqm
1,180.35
7.23.1.3
50 mm thick.
sqm
1,109.15
7.23.1.4
40 mm thick.
sqm
1,037.60
7.23.1.5
30 mm thick.
sqm
966.20
7.23.2
Red sand stone - Exposed face machine cut and
table rubbed with rough backing.
7.23.2.1
70 mm thick
sqm
1,568.20
7.23.2.2
60 mm thick
sqm
1,496.85
SUBHEAD -7.0 STONE WORK
111
Code
No
7.24
7.25
7.26
7.27
7.28
Description
Unit
Rate
Rs.
7.23.2.3
50 mm thick
sqm
1,425.65
7.23.2.4
40 mm thick
sqm
1,354.10
7.23.2.5
30 mm thick
sqm
1,282.70
7.23.3
White sand stone - exposed face fine dressed
with rough backing .
7.23.3.1
70 mm thick.
sqm
1,305.95
7.23.3.2
60 mm thick.
sqm
1,226.85
7.23.3.3
50 mm thick.
sqm
1,147.90
7.23.3.4
40 mm thick.
sqm
1,068.45
7.23.3.5
30 mm thick.
sqm
989.45
7.23.4
White sand stone - Exposed face machine cut and
table rubbed with rough backing.
7.23.4.1
70 mm thick.
sqm
1,622.45
7.23.4.2
60 mm thick.
sqm
1,543.30
7.23.4.3
50 mm thick.
sqm
1,464.40
7.23.4.4
40 mm thick.
sqm
1384.90
7.23.4.5
30 mm thick.
sqm
1,305.90
Extra for stone work (veneer work) curved on plan with a
mean radius not exceeding 6 m.
cum
1,042.00
Providing and fixing stainless steel cramps of required size
and shape for anchoring stone wall lining to the backing or
securing adjacent stones in stone wall lining in cement
mortar 1:2 (1 cement : 2 coarse sand) including making the
necessary chases in stone and holes in walls wherever
required.
kilogram
529.50
Providing and fixing stone dowels 10x5x2.50 cm cut to
double wedge shape as per design in cement mortar 1:2 (1
cement : 2 coarse sand) including making the necessary
chases.
each
21.25
Providing and fixing copper pins 7.5 cm long 6 mm diameter
for securing adjacent stones in stone wall lining in cement
mortar 1:2 (1 cement : 2 coarse sand) including making the
necessary chases.
each
20.00
Providing and fixing sloping chajja of stone 40 mm thick and
upto 80 cm wide beyond the wall as measured along the
slope in cement mortar 1:4 (1 cement : 4 coarse sand) with
12mm diameter anchoring steel bar 45 cm long fixed in each
stone and supported on and including with bricks cove of
class designation 75 in cement mortar 1:4 (1 cement : 4
coarse sand) including pointing in cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment
SUBHEAD -7.0 STONE WORK
112
Code
No
Description
Unit
Rate
Rs.
sqm
643.70
sqm
675.60
matching the stone shade:
7.29
7.30
7.31
7.32
7.33
7.34
7.28.1
Red sand stone:
7.28.1.1
With F.P.S Bricks
7.28.2
White sand stone:
7.28.2.1
With F.P.S. bricks
Providing and fixing horizontal chajja of stone 40 mm thick
and upto 80 cm projection in cement mortar 1:4 (1 cement : 4
coarse sand) including pointing in white cement mortar 1:2 (1
white cement : 2 stone dust) with an admixture of pigment
matching the stone shade: :
7.29.1
Red sand stone
sqm
395.30
7.29.2
White sand stone
sqm
423.15
30mm red sand stone sun-shade (chisel-dressed) supported
on red sand stone brackets, fixed in walls with cement mortar
1:4 (1 cement : 4 coarse sand) including finishing complete.
sqm
418.50
Providing and fixing red sand stone brackets 55x22.5x45cm
sunk and moulded including providing and fixing with 4 Nos.
gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cm
long 6 mm dia as per design.
each
1,346.80
Stone work, plain in copings, cornices, string courses and
plinth courses, upto 75 mm thick in Cement mortar 1:6 (1
cement : 6 coarse sand) including pointing with white cement
mortar 1:2 (1 white cement : 2 stone dust) with an admixture
of pigment matching the stone shade.
7.32.1
Red sand stone
cum
18,406.00
7.32.2
White sand stone
cum
19,181.00
Providing and fixing stone jali 40mm thick throughout in
cement mortar 1:3 (1 cement : 3 coarse sand) including
pointing in white cement mortar 1:2 (1 white cement : 2 stone
dust) with an admixture of pigment, matching the stone
shade, jali slab without any chamfers etc.
7.33.1
Red sand stone
sqm
3,668.80
7.33.2
White sand stone
sqm
3,694.40
Extra for laying stone work in or under water and/or liquid
mud including cost of pumping or bailing out water and
removing slush etc. complete.
7.35
Extra for laying stone work in or under foul position.
7.36
Wall lining butch work upto 10m height with Dholpur stone 40
mm thick rough facing on the exposed surface with stone
strips of minimum length 300 mm and required width
including embedding every tenth layer and bottom most layer
in masonry or concrete after making necessary chases of
SUBHEAD -7.0 STONE WORK
113
cum/ mtr
depth
180.75
cum
69.65
sqm
802.15
Code
No
Description
Unit
Rate
Rs.
sqm
724.95
size 75x75mm and by providing layer of 75mm thick strips i/c
12mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse
sand) i/c ruled pointing in cement mortar 1:2 (1 white cement
: 2 stone dust) with an admixture of pigment to match the
shade of stone complete as per direction of Engineer-incharge.
7.37
7.38
7.39
Stone work ( machine cut edges) for wall lining upto 10 m
height etc. (Veneer work) backing filled with a grout of 12mm
thick cement mortar 1:3 (1 Cement : 3 coarse sand) and
jointed with Cement mortar 1:2 (1 cement : 2 stone dust)
including rubbing and polishing complete. (To be secured to
the backing by means of cramps which shall be paid for
separately)
7.37.1
Kota stone slabs exposed face dressed and
rubbed.
7.37.1.1
25 mm thick.
Stone tile work for wall lining upto 10 m height with special
adhesive over 12mm thick bed of cement mortar 1:3 (1
cement : 3 coarse sand) including pointing in white cement
with an admixture of pigment to match the stone shade.
7.38.1
8mm thick (mirror polished and machine cut edge)
7.38.1.1
Granite stone of any colour and shade.
sqm
1,043.75
7.38.1.2
Raj Nagar plain white marble/ Udaipur green
marble/ Zebra black marble.
sqm
894.95
Extra for stone work for wall lining on exterior walls of height
more than 10 m from ground level for every additional height
of 3 m or part there of.
sqm
40.75
STONE WORK IN DRY CLADDING
7.40
7.41
Providing and fixing dry cladding upto 10 metre heights with
30mm thick gang saw cut stone with (machine cut edges) of
uniform colour and size upto 1mx1m, fixed to structural steel
frame work and/ or with the help of cramps, pins etc. and
sealing the joints with approved weather sealant as per
Architectural drawing and direction of Engineer-in-charge.
(The steel frame work, stainless steel cramps and pins etc.
shall be paid for separately.)
7.40.1
Red sand stone.
sqm
1,323.40
7.40.2
White sand stone
sqm
1,382.35
Providing and fixing structural steel frame (for dry cladding
with 30 mm thick gang saw cut with machine cut edges sand
stone) on walls at all heights using M.S. square/ rectangular
tube in the required pattern as per architectural drawing
including cost of cutting, bending, welding etc. The frame
work shall be supported in wall with the help of MS brackets/
SUBHEAD -7.0 STONE WORK
114
kilogram
77.80
Code
No
Description
Unit
Rate
Rs.
each
272.50
lugs of angle iron/ flats etc. which shall be welded to the
frame and embedded in brick wall with cement concrete
block 1:2:4 (1 cement :2 coarse sand :4 graded stone
aggregate 20mm nominal size) of size 300x230x300mm
including cost of necessary centring and shuttering and with
approved expansion hold fasteners on CC/RCC surface
including drilling necessary holes. Approved cramps/ pins
etc. shall be welded to the frame work to support stone
cladding the steel work will be given a priming coat of Zinc
primer as approved by Engineer-in-charge and painted with
two or more coats of epoxy paint (Shop drawings shall be
submitted by the contractor to the Engineer-in-charge for
approval before execution). The frame work shall be fixed in
true horizontal & vertical lines/planes. (Only structural steel
frame work shall be measured for the purpose of payment,
stainless steel cramps shall be paid for separately and
nothing extra shall be paid.)
7.42
Providing and fixing adjustable stainless steel cramps of
approved quality and of required shape and size adjustable
with stainless steel nuts bolts and washer (total weight not
less than 260 gms) for dry stone cladding fixed on frame
work at suitable location including making necessary
recesses in stone slab, drilling required holes etc complete
as per direction of the Engineer-in-charge.
SUBHEAD -7.0 STONE WORK
115
SUB HEAD : 8.0
MARBLE WORK
117
BASIC RATES (SH: 8.0 MARBLE WORK)
Code
No
Description
Unit
Rate
Rs.
0013
Machine for rubbing of floors
Day
200.00
0019
Hand Grinder For mirror polish
Day
100.00
0100
Bandhani
Day
138.45
0101
Bhisti
Day
138.45
0102
Blacksmith 1st class
Day
151.50
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0116
Fitter (grade 1)
Day
151.50
0123
Mason (brick layer) 1st class
Day
151.50
0126
Mason (for ornamental stone work) 1st class
Day
151.50
0128
Mate
Day
138.45
0367
Portland Cement
tonne
4,500.00
1034
Bolts and nuts up to 300 mm in length
quintal
4,300.00
2216
Carriage of Stone blocks white & red sand stone & kota stone slab
tonne
2750
8 mm thick granite stone tiles (mirror polished of all shades)
sqm
555.00
2751
8 mm thick marble tiles (polished) Raj Nagar
sqm
294.00
7244
Table rubbed polished stone 18 mm thick (75x50cm) Agaria Marble
stone - 18 mm thick
sqm
1,440.00
7245
Table rubbed polished stone 18mm thick (75x50cm) Granite stone 18mm thick
sqm
1,670.00
7295
Granite Black marble, 18 mm thick slab, above 0.2 sqm up to 0.5 sqm
(area wise)
sqm
1,500.00
7297
Granite Black marble, 18 mm thick slab, above 1.0 sqm up to 2.0 sqm
(area wise)
sqm
1,615.00
7338
Gun metal cramp
kilogram
270.00
7339
Stainless steel cramp
kilogram
280.00
7430
Wedge expansion hold fastener 1/4" or 6 mm
each
10.00
7431
Wedge expansion hold fastener 3/8" or 10 mm
each
12.00
7432
Wedge expansion hold fastener 1/2" or 12 mm
each
23.00
7452
Raj nagar plain white marble (table rubbed and polished) 18 mm thick
above 0.10 sqm up to 0.20 sqm
sqm
540.00
7453
Raj nagar plain white marble (table rubbed and polished) 18 mm thick
above 0.20 sqm up to 0.50 sqm
sqm
580.00
9999
Sundries
L.S.
1.00
SUB HEAD –8.0 MARBLE WORK
119
47.29
8.0 MARBLE WORK
Code
No
Description
8.1
Marble work gang saw cut (polished and machine cut) of thickness
18mm for wall lining (veneer work) in cement mortar 1:3 (1 cement : 3
coarse sand) including pointing with white cement mortar 1:2 (1 white
cement : 2 marble dust) with an admixture of pigment to match the
marble shade: (To be secured to the backing by means of cramps,
which shall be paid for separately).
8.2
8.3
8.4
8.5
8.6
Unit
Rate
Rs.
8.1.1
Raj Nagar Plain white marble/ Udaipur green marble/ Zebra
black marble.
8.1.1.1
Area of slab upto 0.50 sqm
sqm
1,511.60
8.1.1.2
Area of slab over 0.50 sqm
sqm
1,562.50
Providing and fixing 18mm thick gang saw cut mirror polished
premoulded and prepolished) machine cut for kitchen platforms, vanity
counters, window sills , facias and similar locations of required size of
approved shade, colour and texture laid over 20mm thick base cement
mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white
cement, mixed with matching pigment, epoxy touch ups, including
rubbing, curing, moulding and polishing to edge to give high gloss finish
etc. complete at all levels.
8.2.1
Raj Nagar Plain white marble/ Udaipur green marble/ Zebra
black marble.
8.2.1.1
Area of slab upto 0.50 sqm.
sqm
1,309.40
8.2.1.2
Area of slab over 0.50 sqm.
sqm
1358.15
8.2.2
Granite of any colour and shade
8.2.2.1
Area of slab upto 0.50 sqm
sqm
2,480.20
8.2.2.2
Area of slab over 0.50 sqm.
sqm
2,575.10
Extra for providing edge moulding to 18mm thick marble stone
counters, Vanities etc. including machine polishing to edge to give high
gloss finish etc. complete as per design approved by Engineer-inCharge.
8.3.1
Marble work
metre
57.90
8.3.2
Granite work.
metre
97.60
Extra for fixing marble /granite stone over and above corresponding
basic item, in facia and drops of width upto 150 mm with epoxy resin
based adhesive including cleaning etc. complete.
metre
106.80
Extra for providing opening of required size & shape for wash basins/
kitchen sink in kitchen platform, vanity counters and similar location in
marble/Granite/stone work including necessary holes for pillar taps etc.
including rubbing and polishing of cut edges etc. complete.
each
151.00
Mirror polishing on marble work/Granite work/stone work where ever
required to give high gloss finish complete.
sqm
94.20
SUBHEAD -8.0 MARBLE WORK
120
Code
No
Description
8.7
Providing and fixing cramps of required size & shape in RCC/ CC
backing with cement mortar 1:2 ( 1 cement :2 coarse sand) including
drilling necessary hole in stones and embedding the cramp in the hole
(fastener to be paid separately).
8.8
8.9
Rate
Rs.
8.7.1
Gunmetal cramps.
kg
500.65
8.7.2
Stainless steel cramps.
kg
529.50
Providing and fixing expansion hold fasteners on C.C. /R.C.C. surface
backing including drilling necessary holes and the cost of bolt etc
complete.
8.8.1
Wedge expansion type
8.8.1.1
Fastener with threaded dia 6 mm.
each
16.40
8.8.1.2
Fastener with threaded dia 10 mm.
each
18.95
8.8.1.3
Fastener with threaded dia 12 mm.
each
32.00
Stone tile (polished) work for wall lining over 12mm thick bed of cement
mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm
including pointing in white cement complete.
8.9.1
8mm thick.
8.9.1.1
Raj nagar plain white marble/ Udaipur green marble/ Zebra
black marble.
sqm
805.55
Granite of any colour and shade.
sqm
1,116.30
8.9.1.2
8.10
Unit
Providing and fixing stone slab table rubbed, edges rounded and
polished of size 75x50 cm deep and 1.8 cm thick fixed in urinal
partitions by cutting a chase of appropriate width with chase cutter and
embedding the stone in the chase with epoxy grout or with cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6
mm nominal size) as per direction of Engineer-in-charge and finished
smooth.
8.10.1
White Agaria Marble Stone.
sqm
2,274.45
8.10.2
Granite Stone of approved shade.
sqm
2,595.00
SUBHEAD -8.0 MARBLE WORK
121
SUB HEAD : 9.0
WOOD WORK
&
PVC WORK
123
BASIC RATES (SH: 9.0 WOOD WORK AND P.V.C. WORK)
Code
No
Description
Unit
Rate
Rs.
0100
Bandhani
Day
138.45
0102
Blacksmith 1st class
Day
151.50
0103
Blacksmith 2nd class
Day
141.60
0111
Carpenter 1st class
Day
151.50
0112
Carpenter 2nd class
Day
141.60
0114
Beldar
Day
135.25
0119
Glazier
Day
141.60
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0130
Mistry
Day
151.50
0131
Painter
Day
141.60
0156
Carpenter (average)
Day
146.55
0237
Non - Asbestos multi purpose fibre cement board 8mm thick.
sqm
239.00
0305
Bamboo 25 mm dia 2.5 metre long
score
192.00
0341
Flat pressed 3 layer particle board (medium density) Grade I :12 mm
thick
sqm
258.00
0346
Extra for veneered particle board with : Teak veneering on one side
and commercial veneered on other side
sqm
198.00
0347
Extra for veneered particle board with : Commercial veneering on
both sides
sqm
102.00
0348
Extra for veneered particle board with : Teak veneering on both sides
sqm
366.00
0378
Brass butt hinges (light/ordinary type) : 125x70x4 mm
10 Nos
450.00
0379
Brass butt hinges (light/ordinary type) : 100x70x4 mm
10 Nos
300.00
0380
Brass butt hinges (light/ordinary type) : 75x40x2.5 mm
10 Nos
160.00
0381
Brass butt hinges (light/ordinary type) : 50x40x2.5 mm
10 Nos
90.00
0382
Brass butt hinges (heavy type) : 125x85x5.5 mm(.70)kg
10 Nos
1,500.00
0383
Brass butt hinges (heavy type) : 100x85x5.5 mm(.56)kg
10 Nos
1,300.00
0384
Brass butt hinges (heavy type) :75x65x4.0 mm(.20)kg
10 Nos
450.00
0385
Brass parliamentary hinges 150x125x27x5 mm
10 Nos
1,650.00
0386
Brass parliamentary hinges 125x125x27x5 mm
10 Nos
1,450.00
0387
Brass parliamentary hinges 100x125x27x5 mm
10 Nos
1,175.00
0388
Brass parliamentary hinges75x100x20x3.2 mm
10 Nos
888.00
0400
Brass tower bolt (barrel type) 250x10 mm
each
123.00
SUB HEAD –9.0 WOOD WORK & P.V.C. WORK
125
Code
No
Description
Unit
Rate
Rs.
0401
Brass tower bolt (barrel type) 200x10 mm
each
100.00
0402
Brass tower bolt (barrel type) 150x10 mm
each
75.00
0403
Brass tower bolt (barrel type) 100x10 mm
each
51.00
0408
Brass handles 125 mm with plate 175x32 mm
each
85.00
0409
Brass handles 100 mm with plate 150x32 mm
each
75.00
0410
Brass handles75 mm with plate 125x32 mm
each
55.00
0411
Brass door latch 300x16x5 mm (0.380 kg)
each
85.00
0412
Brass door latch 250x16x5 mm (0.350 kg)
each
82.00
0413
Brass mortice latch and lock 100x65 mm with6 levers and a pair of
brass lever handles
each
257.00
0414
Brass mortice latch 100x65mm with a pair of brass lever handles
each
235.00
0423
Brass casement window fastener
Each
26.00
0424
Brass casement stays (straight peg type ) 300 mm weighing not less
than 0.33 kg
each
66.00
0425
Brass casement stays (straight peg type ) 250 mm weighing not less
than 0.28 kg
Each
55.00
0426
Brass casement stays (straight peg type ) 200 mm weighing not less
than 0.24 kg
each
46.00
0431
Brass hasps and staples (safety type) 300 mm
10 Nos
458.00
0432
Brass hasps and staples (safety type) 115 mm
10 Nos
378.00
0433
Brass hasps and staples (safety type)90 mm
10 Nos
300.00
0438
Brass Night latch
each
338.00
0447
Brass cupboard knob or ward robe knob 50 mm
each
18.00
0449
Brass screws 50 mm
100 Nos
107.00
0450
Brass screws 40 mm
100 Nos
96.00
0451
Brass screws 30 mm
100 Nos
86.00
0452
Brass screws 25 mm
100 Nos
76.00
0453
Brass screws 20 mm
100 Nos
53.00
0555
Chromium plated Brass handles 125 mm with plate 175 x32 mm
Each
92.00
0556
Chromium plated Brass handles 100 mm with plate 150 x 32 mm
Each
79.00
0557
Chromium plated Brass handles 75mm with plate 125x32 mm
Each
68.00
0558
Chromium plated Brass mortice latch and lock 100x65 mm with6
levers and a pair of brass lever handles
each
323.00
0568
Chromium plated brass casement window fastener
each
55.00
0569
Chromium plated Brass casement stays (straight peg type ) 300 mm
weighing not less than 0.33 kg
each
73.00
SUB HEAD –9.0 WOOD WORK & P.V.C. WORK
126
Code
No
Description
Unit
Rate
Rs.
0570
Chromium plated Brass casement stays (straight peg type ) 250 mm
weighing not less than 0.28 kg
each
67.00
0571
Chromium plated Brass casement stays (straight peg type ) 200 mm
weighing not less than 0.24 kg
each
56.00
0583
Chromium plated Brass Night latch
each
383.00
0584
Chromium plated Brass Wardrobe Knob 50 mm
each
25.00
0585
Chromium plated Brass screws 50 mm
100 Nos
123.00
0586
Chromium plated Brass screws 40 mm
100 Nos
150.00
0587
Chromium plated Brass screws 30 mm
100 Nos
90.00
0588
Chromium plated Brass screws 25 mm
100 Nos
83.00
0589
Chromium plated Brass screws 20 mm
100 Nos
63.00
0590
Chromium plated Brass curtain rod 12 mm dia 1.25mm thick
metre
122.00
0591
Chromium plated Brass curtain rod 20 mm dia 1.25mm thick
metre
143.00
0592
Chromium plated Brass curtain rod 25 mm dia 1.25mm thick
metre
239.00
0594
Bright finished or black enamelled mild steel butt hinges 125x65x2.12
mm
10 Nos
78.00
0595
Bright finished or black enamelled mild steel butt hinges 100x58x1.90
mm
10 Nos
54.00
0596
Bright finished or black enamelled mild steel butt hinges75x47x1.70
mm
10 Nos
34.00
0597
Bright finished or black enamelled mild steel butt hinges50x37x1.50
mm
10 Nos
28.00
0608
Nickel plated mild steel piono hinges 1 mm thick 35 mm wide
metre
21.00
0635
Bright finished or black enamelled mild steel screws 50 mm
100 Nos
40.00
0637
Bright finished or black enamelled mild steel screws 40 mm
100 Nos
30.00
0638
Bright finished or black enamelled mild steel screws 30 mm
100 Nos
24.00
0639
Bright finished or black enamelled mild steel screws 25 mm
100 Nos
15.00
0640
Bright finished or black enamelled mild steel screws 20 mm
100 Nos
15.00
0641
Bright finished or black enamelled mild steel bolts and nuts 50x6 mm
each
0642
Oxidised mild steel butt hinges 125x65x2.12 mm
10 Nos
92.00
0643
Oxidised mild steel butt hinges 100x58x1.90 mm
10 Nos
53.00
0644
Oxidised mild steel butt hinges75x47x1.70 mm
10 Nos
32.00
0645
Oxidised mild steel butt hinges50x37x1.50 mm
10 Nos
27.00
0646
Oxidised mild steel parliamentary hinges150x125x27x2.8 mm
10 Nos
255.00
0647
Oxidised mild steel parliamentary hinges 125x125x27x2.8 mm
10 Nos
205.00
0648
Oxidised mild steel parliamentary hinges 100x125x27x2.8 mm
10 Nos
165.00
SUB HEAD –9.0 WOOD WORK & P.V.C. WORK
127
4.00
Code
No
Description
Unit
0649
Oxidised mild steel parliamentary hinges 75x100x20x2.24 mm
10 Nos
0650
Oxidised mild steel single acting spring hinges 150 mm
each
71.00
0651
Oxidised mild steel single acting spring hinges 125 mm
each
66.00
0652
Oxidised mild steel single acting spring hinges 100 mm
each
51.00
0653
Oxidised mild steel double acting spring hinges 150 mm
each
73.00
0654
Oxidised mild steel double acting spring hinges 125 mm
each
63.00
0655
Oxidised mild steel double acting spring hinges 100 mm
each
47.00
0656
Nickel plated mild steel piano hinges 1 mm thick 35 mm wide
metre
24.00
0660
Oxidised mild steel sliding door bolt 300x16 mm
each
45.00
0661
Oxidised mild steel sliding door bolt 250x16 mm
each
37.00
0662
Oxidised mild steel door latch 300x20x6 mm
each
25.00
0663
Oxidised mild steel door latch 250x20x6 mm
each
25.00
0664
Oxidised mild steel tower bolt (barrel type) 250x10 mm
each
25.00
0665
Oxidised mild steel tower bolt (barrel type) 200x10 mm
each
21.00
0666
Oxidised mild steel tower bolt (barrel type) 150x10 mm
each
17.00
0667
Oxidised mild steel tower bolt (barrel type) 100x10 mm
each
12.00
0668
Oxidised mild steel handles 125 mm
each
7.00
0669
Oxidised mild steel handles 100 mm
each
5.00
0670
Oxidised mild steel handles75 mm
each
3.00
0679
Oxidised mild steel hasps and staples(safety type) 150 mm
10 Nos
79.00
0680
Oxidised mild steel hasps and staples(safety type) 115 mm
10 Nos
70.00
0681
Oxidised mild steel hasps and staples(safety type)90 mm
10 Nos
52.00
0682
Oxidised mild steel screws 50 mm
10 Nos
40.00
0683
Oxidised mild steel screws 40 mm
100 Nos
35.00
0684
Oxidised mild steel screws 30 mm
100 Nos
24.00
0685
Oxidised mild steel screws 25 mm
100 Nos
16.00
0686
Oxidised mild steel screws 20 mm
100 Nos
15.00
0687
Anodised Aluminium butt hinges 125x75x4 mm
10 Nos
478.00
0688
Anodised Aluminium butt hinges 125x63x4 mm
10 Nos
447.00
0689
Anodised Aluminium butt hinges 100x75x4 mm
10 Nos
416.00
0690
Anodised Aluminium butt hinges 100x63x3.2 mm
10 Nos
390.00
0691
Anodised Aluminium butt hinges 100x63x4 mm
10 Nos
354.00
0692
Anodised Aluminium butt hinges 75x63x4 mm
10 Nos
281.00
0693
Anodised Aluminium butt hinges 75x63x3.2 mm
10 Nos
215.00
SUB HEAD –9.0 WOOD WORK & P.V.C. WORK
128
Rate
Rs.
122.00
Code
No
Description
Unit
0694
Anodised Aluminium butt hinges 75x45x3.2 mm
10 Nos
0696
Anodised Aluminium sliding door bolt 300x16 mm
each
125.00
0697
Anodised Aluminium sliding door bolt 250x16 mm
each
104.00
0698
Anodised Aluminium tower bolt (barrel type)300x10 mm
10 Nos
520.00
0699
Anodised Aluminium tower bolt (barrel type)250x10 mm
10 Nos
440.00
0700
Anodised Aluminium tower bolt (barrel type)200x10 mm
10 Nos
354.00
0701
Anodised Aluminium tower bolt (barrel type)150x10 mm
10 Nos
281.00
0702
Anodised Aluminium tower bolt (barrel type)100x10 mm
10 Nos
208.00
0703
Anodised Aluminium handles 125 mm with plate 175 x 32 mm
10 Nos
375.00
0704
Anodised Aluminium handles 100 mm with plate 150 x 32 mm
10 Nos
260.00
0705
Anodised Aluminium handles 75mm with plate 125 x 32 mm
10 Nos
208.00
0706
Anodised Aluminium kicking plate 50 cm long100x3.15 mm
each
0713
Block board construction flush door with teak wood ply on both faces
35 mm thick
sqm
1,100.00
0714
Block board construction flush door with teak wood ply on both faces
30 mm thick
sqm
1,050.00
0715
Block board construction flush door with teak wood ply on both faces
25 mm thick
sqm
1,000.00
0717
Block board construction flush door with commercial ply on both
faces 35 mm thick
sqm
632.00
0718
Block board construction flush door with commercial ply on both
faces 30 mm thick
sqm
610.00
0719
Block board construction flush door with commercial ply on both
faces 25 mm thick
sqm
600.00
0752
Block board construction flush door lipping
sqm of
door area
245.00
0753
Square vision panel in Block board construction flush door
sqm of
door area
86.00
0754
Circular vision panel in Block board construction flush door
Sqm of
door area
118.00
0755
Decorative type Louvers in Block board construction flush door
sqm of
door area
210.00
0757
Rebate cutting in Block board construction flush door
sqm of
door area
57.00
0759
Decorative plywood 4 mm
sqm
0763
Glue
kilogram
0834
Synthetic enamel paint in all shades except black or chocolate shade
litre
0869
Plaster of Paris
kilogram
SUB HEAD –9.0 WOOD WORK & P.V.C. WORK
129
Rate
Rs.
98.00
94.00
250.00
50.00
120.00
2.50
Code
No
Description
Unit
1003
Mild steel round bar above 12 mm dia
quintal
3,050.00
1008
Flats up to 10 mm in thickness
quintal
2,900.00
1015
Mild steel expanded metal 20x60 mm strands
sqm
200.00
1021
Hard drawn steel wire fabric
sqm
310.00
1022
Galvanised steel bolts & nuts 6 mm dia and 25 mm long round head
with slots
10 Nos
1189
Second class teak wood in scantling
10 cudm
394.00
1190
Second class teak wood in planks
10 cudm
410.00
1199
Sal wood in scantling
10 cudm
218.00
1211
G.I. plain washer for seam bolts
100 Nos
21.00
1231
Extra for selected planks of second class teakwood
10 cudm
72.00
1238
Extra for selected planks of first class teakwood
10 cudm
80.00
2204
Carriage of Timber
cum
60.81
2205
Carriage of Steel
tonne
47.29
2406
Float glass sheet of nominal thickness 4 mm (weight not less than
10kg/sqm).
sqm
248.00
2407
Float glass sheet of nominal thickness 5.5 mm.(weight not less than
13.50 kg/sqm).
sqm
340.00
2412
Ply wood 5 ply with commercial ply on both faces 6 mm thick
sqm
282.00
2449
Oxidised mild steel pull bolt lock (locking bolt) of size 85 mm x 42 mm
with screws, bolts, nuts and washers complete
each
27.00
2451
Brass cupboard lock 6 levers (best make of approved quality) 40 mm
size
each
36.00
2452
Brass cupboard lock 6 levers (best make of approved quality) 50 mm
size
each
43.00
2453
Brass cupboard lock 6 levers (best make of approved quality) 65 mm
size
each
55.00
2454
Brass cupboard lock 6 levers (best make of approved quality) 75 mm
size
each
70.00
2455
Brass hanging type door stopper 150 mm
each
46.00
2456
Hydraulic door closer bottle type M.S. body with necessary
accessories and screws complete
each
506.00
2459
Anodised Aluminium hanging type door stopper
each
14.00
2464
Anodised Aluminium pull bolt lock (locking bolt) of size 85 mmx42
mm with screws, bolts, nuts and washers complete
each
34.00
2465
Anodised Aluminium Casement stay 250 mm
each
36.00
2466
Hollock wood in scantling
10 cudm
2468
Nickeled Chromium Brass cupboard lock 40 mm size
each
SUB HEAD –9.0 WOOD WORK & P.V.C. WORK
130
Rate
Rs.
9.00
217.00
38.00
Code
No
Description
Unit
Rate
Rs.
2469
Nickeled Chromium Brass cupboard lock 50 mm size
each
53.00
2470
Nickeled Chromium Brass cupboard lock 65 mm size
each
64.00
2471
Nickeled Chromium Brass cupboard lock 75 mm size
each
75.00
2480
Ply wood 5 ply with teak ply on both faces 9 mm thick
sqm
693.00
2481
Ply wood 5 ply with teak ply on one face and commercial ply on
another face 9 mm thick
sqm
550.00
2483
Ply wood 7 ply with teak ply on one face and commercial ply on
another face 9 mm thick
sqm
585.00
2504
Kiln seasoning of timber
cum
539.00
2505
Hollock wood in planks
10 cudm
230.00
7001
Brass 100mm mortice latch and lock with6 levers without pair of
handles
each
150.00
7003
Pair of Anodised Aluminium lever handles for 100mm mortice latch
and lock
each
195.00
7018
Joint tape roll
roll
120.00
7019
Dash fastener / Chemical fastener
each
7020
All drive screws ( for gypsum board)
100 Nos
40.00
7021
Primer ( for gypsum board)
litre
76.00
7023
Chromium plated brackets ( curtain rods)
each
5.00
7029
Galvanised wire mesh of average width of aperture 1.4 mm and
nominal dia. of wire 0.63 mm
sqm
142.00
7032
Frosted glass sheet of nominal thickness 4 mm (weighing not less
than 10 kg/sqm)
sqm
257.00
7034
Nickel plated M.S. pipe 20 mm dia.
metre
54.00
7035
Nickel plated M.S. Brackets for curtain rod 20 mm
each
3.00
7036
Nickel plated M.S. Brackets for curtain rod 25 mm
each
4.00
7040
Oxidised mild steel screws 35 mm
100 Nos
28.00
7042
Mild steel conduit pipe (heavy type) ISI marked-20 mm dia.
metre
44.00
7043
Mild steel conduit pipe (heavy type) ISI marked-25 mm dia.
metre
49.00
7048
Rawl plug 50 mm (designation 10 no.)
each
7.00
7049
Teak wood lipping of size 25x3 mm in pelmets
metre
16.00
7055
Flat pressed 3 layer and graded particle board (medium density)
Grade 1 conforming to IS : 3087 - 18 mm thick
sqm
7056
Aluminium tee channel (heavy duty) with rollers and stop end
metre
35.00
7059
Aluminium hanging floor door stopper with twin rubber & stopper
each
44.00
7060
Hydraulic door closer tubular type Aluminium section body
each
765.00
7063
Oxidised M.S. casement stay (straight peg type) 300 mm not less
each
14.00
SUB HEAD –9.0 WOOD WORK & P.V.C. WORK
131
8.00
301.00
Code
No
Description
Unit
Rate
Rs.
than 0.33 kg
7064
Oxidised M.S. casement stay (straight peg type) 250 mm not less
than 0.28 kg
each
12.00
7065
Oxidised M.S. casement stay (straight peg type) 200 mm not less
than 0.24 kg
each
11.00
7137
Factory made 35 mm thick shutters with laminated veneer lumber
styles rails as per TADS IS:1995 and panels of 12 mm thick plain
type-I, medium density flat pressed three layer, graded particle board
(FPT-I) as per IS:3087-1985 bonded with BWP type synthetic resin
adhesive, as per IS:848-1974
sqm
1,500.00
7139
Factory made 35 mm thick shutters with laminated veneer lumber
styles rails as per TADS IS:1995 and panels of 12 mm thick both
sides pre laminated type-I, medium density flat pressed three layer,
graded particle board (FPT-I) as per IS:3087-1985 bonded with BWP
type synthetic resin adhesive, as per IS:848-1974
sqm
1,618.00
7143
Factory made 35 mm thick shutters with laminated veneer lumber
styles rails as per TADS IS:1995 and panels of 12 mm thick one side
pre laminated type-I, and other side balancing lamination, medium
density flat pressed three layer, graded particle board (FPT-I) as per
IS:3087-1985 bonded with BWP type synthetic resin adhesive, as per
IS:848-1974
sqm
1,572.00
7151
Factory made 30 mm thick shutters with laminated veneer lumber
styles rails as per TADS IS:1995 and panels of sheet glass using 10
kg/ sqm glass panes
sqm
1,290.00
7154
Factory made 35 mm thick shutters with laminated veneer lumber
styles rails as per TADS IS:1995 and panels of galvanised wire
gauge with average width of aperture 1.4 mm on both directions with
wire of dia 0.63 mm
sqm
1,328.00
7155
Factory made 30 mm thick shutters with laminated veneer lumber
styles rails as per TADS IS:1995 and panels of galvanised wire
gauge with average width of aperture 1.4 mm on both directions with
wire of dia 0.63 mm
sqm
1,150.00
7157
Laminated veneer lumber confirming to TADSS IS:1995
manufactured in factory in frames of doors, windows
10 cudm
7184
Oxidised M.S. safety chain (weighing not less than 450 gms) for door
each
43.00
7269
25 mm thick particle board
sqm
390.00
7271
IInd class teak wood lipping 25 mm wide x 12 mm thick
metre
7272
25 mm thick melamine faced prelaminated three layer particle board
sqm
708.00
7307
For flush door shutters Extra for providing teak veneering on one side
instead of commercial veneering
sqm
225.00
7312
Expandable fastener with plastic sleeve and M.S. screws. 25 mm
long
each
6.00
7313
Expandable fastener with plastic sleeve and M.S. screws. 32 mm
each
7.00
SUB HEAD –9.0 WOOD WORK & P.V.C. WORK
132
540.00
28.00
Code
No
Description
Unit
Rate
Rs.
long
7314
Expandable fastener with plastic sleeve and M.S. screws 40 mm long
each
9.00
7315
Expandable fastener with plastic sleeve and M.S. screws 50 mm long
each
11.00
7349
12 mm M.S. 'U' beading
metre
9.00
7366
Glass reinforced Gyp sum ( GRG) board 8.5 mm thick
sqm
7367
Galvanised M.S. sheet 0.5 mm thick pressed channel section of size
50x32 mm
metre
48.00
7369
Galvanised M.S. sheet 0.50 mm thick pressed stud. 48x34x36 mm
metre
55.00
7443
Aluminium single cleat of size 30x32x3
each
10.00
7444
Aluminium grip strip of size 50x12x2
each
7.00
7445
25 mm prelaminated flush door both side decorative
sqm
650.00
7449
Aluminium U beading
kilogram
195.00
7451
Glass sheet (Pin headed) 4 mm thick
sqm
160.00
7468
Veneered particle board with commercial veneering on both sides 12
mm thick
sqm
418.00
7477
Prelaminated particle board with one side decorative and other side
balancing lamination, flat pressed 3 layer & graded (medium density)
Grade I, Type II conforming to IS : 12823 (exterior grade)12 mm thick
sqm
595.00
7478
Prelaminated particle board with one side decorative and other side
balancing lamination, flat pressed 3 layer & graded (medium density)
Grade I, Type II conforming to IS : 12823 (exterior grade)18 mm thick
sqm
716.00
7479
Prelaminated particle board with one side decorative and other side
balancing lamination, flat pressed 3 layer & graded (medium density)
Grade I, Type II conforming to IS : 12823 (exterior grade)25 mm thick
sqm
775.00
7480
Prelaminated particle board with both sides decorative lamination, flat
pressed 3 layer & graded (medium density) Grade I, Type II
conforming to IS : 12823 (exterior grade)12 mm thick
sqm
625.00
7485
Oxidised M. S. hinges finished with nickel plating 50 mm (Over all
width)
metre
29.00
7486
Oxidised M. S. hinges finished with nickel plating 65 mm (Over all
width)
metre
34.00
7512
PTMT handle 125x34x24mm
Each
27.00
7513
PTMT handle 150x34x24mm
Each
30.00
7514
PTMT butt hinges 75x60x10mm
Each
36.00
7515
PTMT butt hinges 100x75x10mm
Each
48.00
7516
PTMT Tower bolt 152x42x18mm
Each
60.00
7517
PTMT Tower bolt 202x42x18mm
Each
72.00
7518
PTMT door catcher 72x42mm
Each
24.00
SUB HEAD –9.0 WOOD WORK & P.V.C. WORK
133
190.00
Code
No
Description
Unit
Rate
Rs.
7552
Coir veneered board 4mm thick
sqm
235.00
7553
Coir veneered board 6mm thick
sqm
308.00
7555
Coir veneered board 12mm thick
sqm
548.00
7556
Coir veneered board 18mm thick
sqm
820.00
8001
24 mm thick Factory made shutters with frame, rails and panels of
PVC extruded sections in white, grey or wooden finish
sqm
1,830.00
8002
30 mm thick Factory made shutters with frame, rails and panels of
PVC extruded sections in white, grey or wooden finish
sqm
1,900.00
8003
Factory made PVC rigid foam panelled shutter i/c carriage
sqm
1,743.00
8004
Factory made PVC rigid foam panelled shutter as per IS : 4020 i/c
carriage
sqm
2,148.00
8006
Factory made PVC rigid foam sheet 1mm thick
sqm
145.00
8010
48mmX40mmX1.5mm thick Factory made door frame of PVC
extruded sections in white, grey or wooden finish
metre
112.00
8011
Factory made door frame PVC extruded sheet i/c carriage
metre
294.00
8100
Powder coated M.S. butt hinges 100mm X58mmX1.9mm
10 Nos
66.00
8210
Stainless steel screws 50 mm
100 Nos
213.00
8211
Stainless steel screws 40 mm
100 Nos
157.00
8212
Stainless steel screws 30 mm
100 Nos
98.00
8214
Stainless steel screws 20 mm
100 Nos
63.00
8215
Stainless steel butt hinges 125x64x1.9 mm IS : 12817 marked
10 Nos
200.00
8216
Stainless steel butt hinges 100x58x1.9 mm IS : 12817 marked
10 Nos
143.00
8217
Stainless steel butt hinges 75x47x1.8 mm IS : 12817 marked
10 Nos
112.00
8218
Stainless steel butt hinges 50x37x1.5 mm IS : 12817 marked
10 Nos
90.00
8219
Stainless steel butt hinges (heavy weight) 125x64x2.5 mm IS : 12817
marked
10 Nos
261.00
8220
Stainless steel butt hinges (heavy weight) 100x60x2.5 mm IS : 12817
marked
10 Nos
185.00
8221
Stainless steel butt hinges (heavy weight) 75x50x2.5 mm IS : 12817
marked
10 Nos
155.00
8222
M.S. heavy weight but hinges 125x90x4.0mm IS : 1341 marked.
10 Nos
256.00
8223
M.S. heavy weight butt hinges 100x75x3.5 mm IS: 1341 marked
10 Nos.
133.00
8224
M.S. heavy weight butt hinges 75x60x3.1 mm IS: 1341 marked
10 Nos
67.00
8225
M.S. heavy weight butt hinges 50x40x2.5 mm IS : 1341 marked
10 Nos
52.00
8678
1mm thick 35mm wide bright finished stainless steel piano hinges .
metre
30.00
8699
8 mm thick tapered edge calcium silicate board .
sqm
194.00
8700
10 mm thick calcium silicate board.
sqm
323.00
SUB HEAD –9.0 WOOD WORK & P.V.C. WORK
134
Code
No
Description
Unit
8703
Telescopic drawer channels 300mm long .
set
8704
Stainless steel roller for sliding arrangement in racks/ cupboards/
cabinets shutter .
each
8705
50mmX42mmX2mm thick Factory made door frame of PVC extruded
sections in white, grey or wooden finish
metre
8706
25mm thick factory made PVC flush door shutter i/c carriage.
sqm
8707
Factory made glass reinforced plastic door frame 90x45 mm i/c
carriage.
metre
8708
30 mm thick factory made glass fiber reinforced plastic panel door
shutter i/c carriage.
sqm
8710
Factory made solid PVC door frame 60 x 30mm i/c carriage.
metre
8711
28mm factory made solid PVC panel door shutter i/c carriage.
sqm
1,975.00
8713
Fiber glass reinforced plastic chajja.
sqm
3,520.00
8714
Magnetic catcher triple strip vertical type.
each
13.50
8715
Magnetic catcher double strip horizontal type.
each
10.00
8716
100 mm mort ice lock with 6 levers for aluminium door.
each
152.50
8717
12.5 mm thick Glass fiber reinforced Gypsum board .
sqm
130.00
8719
2nd class teak wood lipping/ moulded beading or Taj beading of size
18X5mm
metre
19.00
8720
Ceiling sections 0.55 mm thick having a knurled web of 51.55mm and
two flanges of 26mm each with lips of 10.55mm.
metre
34.00
8721
Perimeter channel having one flange of 20mm and another flange of
30mm with thickness of 0.55mm and web of length 27mm.
metre
20.00
8722
Nylon sleeves & wooden screws (40mm)
each
1.50
8723
Counter sunk ribbed head screw 25mm.
100 Nos
8724
12mm thick marine plywood conforming to IS:710
sqm
740.00
8725
12mm thick fire retardant plywood conforming to IS: 5509.
sqm
690.00
8726
1.5mm thick decorative laminated sheet
sqm
405.00
8727
1.0mm thick decorative laminated sheet
sqm
330.00
8730
30 mm thick factory made glass fiber reinforced plastic flush door
shutter i/c carriage.
sqm
1,960.00
9999
Sundries
L.S.
1.00
SUB HEAD –9.0 WOOD WORK & P.V.C. WORK
135
Rate
Rs.
92.00
5.00
117.00
1,975.00
333.00
1,580.00
223.00
60.00
9.0 WOOD AND P. V. C. WORK
Code
No
Description
Unit
Rate
Rs.
Note :- Wood work items may be substituted with available species
of wood as per direction of Engineer-in-charge for which rates shall
be derived from the relevant items.
FRAMES AND TRUSSES
9.1
9.2
9.3
9.4
9.5
9.6
Providing wood work in frames of doors, windows, clerestory windows
and other frames, wrought framed and fixed in position :
9.1.1
Second class teak wood
cum
52,090.00
9.1.2
Sal wood
cum
30,511.95
9.1.3
Kiln seasoned and chemically treated Hollock wood.
cum
31,339.45
cum
69,044.20
Providing laminated veneer lumber conforming to IS:14616 and TAD -15:
2001( Part B) in factory made frames of doors, windows, clerestory
windows and other frames, wrought framed and fixed in position as per
directions of Engineer-in-charge.
Providing wood work in frames of false ceiling, partitions etc. sawn and
put up in position :
9.3.1
Sal wood
cum
29,107.80
9.3.2
Kiln seasoned and chemically treated Hollock wood.
cum
29,777.30
Extra for additional labour for circular works, such as in frames of fan light
:
9.4.1
Second class teak wood
cum
5,208.90
9.4.2
Sal wood
cum
3,051.40
9.4.3
Kiln seasoned and chemically treated Hollock wood.
cum
3,134.15
Providing and fixing panelled or panelled and glazed shutters for doors,
windows and clerestory windows including ISI marked black enamelled
M.S butt hinges with necessary screws excluding, panelling which will be
paid for separately.
9.5.1
Second class teak wood
9.5.1.1
35 mm thick shutters
sqm
1,373.65
9.5.1.2
30 mm thick shutters
sqm
1,219.10
9.5.2
Kiln seasoned and chemically treated Hollock wood.
9.5.2.1
35 mm thick shutters
sqm
899.70
9.5.2.2
30 mm thick shutters
sqm
810.90
Providing and fixing 35 mm thick factory made laminated veneer lumber
door shutter conforming to IS : 14616 and TADS 15:2001 (Part B)
including ISI marked black enameled M.S. butt hinges with necessary
screws as per directions of Engineer-in-charge and panelling with panels
of:
SUBHEAD -9.0 WOOD AND PVC WORK
136
Code
No
Description
9.6.1
9.6.2
9.6.3
9.7
Unit
Rate
Rs.
12mm thick plain grade - 1, medium density flat pressed
three layer particle board FPT - I or graded wood particle
board FPT - I IS : 3087 marked bonded with BWP type
synthetic resin adhesive as per IS : 848 :
sqm
1,877.20
12 mm thick pre-laminated particle board (decorative
lamination on both sides) grade - 1, medium density flat
pressed, three layer particle board FPT - I or graded wood
particle board FPT - I, conforming to IS : 3087 bonded with
BWP type synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS : 12823 Grade 1, Type - II
marked:
sqm
2,014.25
12 mm thick one side Pre-laminated particle board
(decorative lamination on one side and other sides balancing
lamination) grade - 1 medium density flat pressed, three
layer particle board FPT - I or graded wood particle board
FPT-1 conforming to IS : 3087 bonded with BWP type
synthetic resin adhesive as per IS : 848 and pre-laminated
conforming to IS : 12823 Grade -1, Type II marked:
sqm
1,960.80
Providing and fixing panelling or panelling and glazing in panelled or
panelled and glazed shutters for doors, windows and clerestory windows
(Area of opening for panel inserts excluding portion inside grooves or
rebates to be measured). Panelling for panelled or panelled and glazed
shutters 25 mm to 40 mm thick :
9.7.1
Second class teak wood
sqm
1,075.60
9.7.2
Kiln seasoned and chemically treated Hollock wood
sqm
711.25
9.7.3
Ply wood 5 ply, 9 mm thick :
9.7.3.1
Decorative plywood both side decorative veneer (Type - I)
conforming to IS 1328 BWR type.
sqm
1,121.60
Decorative plywood one side decorative veneer and
commercial veneer on other face (Type 1) conforming to IS
1328 BWR Type
sqm
923.30
sqm
971.85
9.7.3.2
9.7.4
Ply wood 7 ply, 9 mm thick :
9.7.4.1
Decorative plywood one side decorative veneer and
commercial veneer on other face (Type 1) conforming to IS
1328 BWR Type
9.7.5
Particle Board 12 mm thick
9.7.5.1
Plain particle board flat pressed, 3 layer or graded wood
particle board medium density Grade I, IS : 3087 marked.
sqm
518.35
Veneered flat pressed three layer or graded wood particle
board with commercial veneering on both sides conforming
to IS:3097, grade I.
sqm
740.20
Pre-laminated particle board with decorative lamination on
one side and balancing lamination on other side, Grade I,
Type II IS: 12823 marked.
sqm
985.70
9.7.5.2
9.7.5 .3
SUBHEAD -9.0 WOOD AND PVC WORK
137
Code
No
Description
9.7.5.4
9.8
9.10
9.13
9.14
9.15
1,027.30
12 mm thick
sqm
920.50
9.9.1
Second class teak wood
9.9.1.1
35 mm thick
sqm
1,718.30
9.9.1.2
30 mm thick
sqm
1,541.65
9.9.2
Kiln seasoned and chemically treated Hollock wood
9.9.2.1
35 mm thick
sqm
1,178.60
9.9.2.2
30 mm thick
sqm
1,077.05
sqm
1,633.25
sqm
106.85
Extra for providing frosted glass panes 4 mm thick instead of ordinary
float glass panes 4 mm thick in doors, windows and clerestory window
shutters. (Area of opening for glass panes excluding portion inside rebate
shall be measured).
sqm
10.45
Deduct for providing pin headed glass panes instead of ordinary float
glass panes weighing 4 mm thick in doors, windows and clerestory
windows, shutters (Area of opening for glass panes excluding portion
inside rebate shall be measured).
sqm
102.20
Extra for providing ISI marked Stainless Steel butt hinges instead of black
enamelled M.S. butt hinges with necessary screws. (Shutter area to be
measured).
sqm
83.80
Providing and fixing factory made laminated veneer lumber glazed shutter
conforming to IS: 14616 and TADS 15:2001 (Part B) , using 4mm thick
float glass panes for doors, windows and clerestory windows including ISI
marked black enamelled M.S butt hinges with necessary screws as per
directions of Engineer-in-charge
30 mm thick shutters
Extra for providing heavy sheet float glass panes instead of ordinary float
glass in glazed doors, windows and clerestory window shutters. (Area of
opening for glass panes excluding portion inside rebate shall be
measured)
9.11.1
9.12
sqm
Providing and fixing glazed shutters for doors, windows and clerestory
windows using 4 mm thick float glass panes including black enamelled ISI
marked M.S butt hinges with necessary screws.
9.10.1
9.11
Rate
Rs.
Providing and fixing panelling or panelling and glazing in panelled or
panelled and glazed shutters for doors, windows and clerestory windows
(area of opening for panel inserts excluding portion inside grooves or
rebates to be measured). Panelling for panelled or panelled and glazed
shutters 25 mm to 40 mm thick. Coir veneer board (conforming to IS :
14842-2000) :
9.8.1
9.9
Pre-laminated particle board with decorative lamination on
both sides, Grade I, Type II, IS:12823 marked.
Unit
5.5 mm thick instead of 4 mm thick.
Deduct if fixed shutters (without hinges) are provided instead of openable
shutters for doors, windows or clerestory windows with :
SUBHEAD -9.0 WOOD AND PVC WORK
138
Code
No
9.16
9.17
9.18
9.19
9.20
Description
9.15.1
Stainless steel butt hinges with stainless steel screws :
9.15.1.1
For 2nd class teak wood and other inferior class of wood
shutters.
9.15.2
Black enamelled M.S. butt hinges with necessary screws.
9.15.2.1
For 2nd class teak wood and other inferior class of wood
shutters.
Unit
Rate
Rs.
sqm
112.60
sqm
28.80
sqm
1,360.90
sqm
1,393.75
Providing and fixing 25 mm thick shutters for cup board etc. :
9.16.1
Panelled or panelled & glazed shutters :
9.16.1.1
Second class teak wood including ISI marked anodised
aluminium butt hinges with necessary screws.
9.16.2
Glazed shutters :
9.16.2.1
Second class teak wood including ISI marked anodised
aluminium butt hinges with necessary screws.
Providing and fixing flat pressed 3 layer particle board medium density
exterior grade (Grade I) or graded wood particle board IS : 3087 marked
to frame, backing or studding with screws etc. complete (Frames, backing
or studding to be paid separately) :
9.17.1
12 mm thick
sqm
364.95
9.17.2
18 mm thick
sqm
418.40
Providing and fixing Pre-laminated flat pressed 3 layer (medium density)
particle board or graded wood particle board IS : 3087 marked with one
side decorative and other side balancing lamination Grade I, Type II
exterior grade IS : 12823 marked in shelves with screws and fittings
wherever required, edges to be painted with polyurethane primer (fittings
to be paid separately).
9.18.1
18 mm thick
sqm
935.95
9.18.2
25 mm thick
sqm
1,009.70
sqm
1,312.95
sqm
1,387.10
35 mm thick including ISI marked Stainless Steel butt hinges
with necessary screws.
sqm
1,473.50
30 mm thick including ISI marked Stainless Steel butt hinges
sqm
1,415.45
Providing and fixing 25 mm thick shutters for cupboards etc. including ISI
marked black enamelled M.S. butt hinges with necessary screws :
9.19.1
Panelled or panelled and glazed shutters
9.19.1.1
Second class teak wood
9.19.2
Glazed shutters
9.19.2.1
Second class teak wood
Providing and fixing ISI marked flush door shutters conforming to IS: 2202
(Part I) decorative type, core of block board construction with frame of 1st
class hard wood and well matched teak 3 ply veneering with vertical
grains or cross bands and face veneers on both faces of shutters.
9.20.1
9.20.2
SUBHEAD -9.0 WOOD AND PVC WORK
139
Code
No
Description
Unit
Rate
Rs.
sqm
1,317.65
35 mm thick including ISI marked Stainless Steel butt hinges
with necessary screws.
sqm
929.95
30 mm thick including ISI marked Stainless Steel butt hinges
with necessary screws.
sqm
904.40
25mm thick (for cupboard) including ISI marked nickel plated
bright finished M.S. piano hinges with necessary screws.
sqm
853.05
sqm
261.35
sqm
284.55
with necessary screws.
9.20.3
9.21
Providing and fixing ISI marked flush door shutters conforming to IS: 2202
(Part I) non-decorative type, core of block board construction with frame
of 1st class hard wood and well matched commercial 3 ply veneering with
vertical grains or cross bands and face veneers on both faces of shutters :
9.21.1
9.21.2
9.21.3
9.22
Extra for Providing and fixing flush doors with decorative veneering
9.22.1
9.23
9.24
9.25
9.27
9.28
On one side in item no. 9.21
Extra for providing lipping with 2nd class teak wood battens 25 mm
minimum depth on all edges of shutters (over all area of door shutter to be
measured) Over item no. 9.20 and 9.21.
Extra for providing vision panel not exceeding 0.1 sqm in all type of flush
doors (cost of glass excluded) (overall area of door shutter to be
measured) :
9.24.1
Rectangular or square.
sqm
99.90
9.24.2
Circular.
sqm
137.05
sqm
243.90
sqm
66.20
Extra if louvers (not exceeding 0.2 sqm) are provided in flush door
shutters (overall area of door shutters to be measured).
9.25.1
9.26
25 mm thick (for cupboard) including ISI marked nickel
plated bright finished M.S. Piano hinges IS : 3818 marked
with necessary screws.
Decorative type door.
Extra for cutting rebate in flush door shutters (Total area of the shutter to
be measured).
Providing and fixing 35mm thick wire gauze shutters using galvanised
M.S. wire gauze of average width of aperture 1.4mm with wire of dia. 0.63
mm for doors, windows and clerestory windows including ISI marked
bright finished or/and black enamelled M.S. butt hinges with necessary
screws :
9.27.1
Second class teak wood.
sqm
1,548.90
9.27.2
Kiln seasoned and chemically treated Hollock wood.
sqm
1,071.10
sqm
1,632.70
Providing and fixing 35mm thick wire gauze shutters using galvanised
M.S. wire gauze of average width of aperture 1.4mm with wire of dia. 0.63
mm for doors, windows and clerestory windows including ISI marked
stainless steel butt hinges with necessary screws :
9.28.1
Second class teak wood.
SUBHEAD -9.0 WOOD AND PVC WORK
140
Code
No
Description
9.28.2
9.29
9.30
9.31
Kiln seasoned and chemically treated Hollock wood.
Unit
Rate
Rs.
sqm
1,154.90
Providing and fixing 30mm thick wire gauge shutters using galvanised
M.S. wire gauge of average width of aperture 1.4mm with wire of dia. 0.63
mm for doors, windows and clerestory windows including ISI marked
Stainless Steel butt hinges with necessary screws :
9.29.1
Second class teak wood.
sqm
1,422.15
9.29.2
Kiln seasoned and chemically treated Hollock wood.
sqm
1,013.85
Providing and fixing 30mm thick wire gauze shutters using galvanised
M.S. wire gauze of average width of aperture 1.4mm with wire of dia 0.63
mm for doors, windows and clerestory windows including ISI marked
bright finished or /and black enamelled M.S. butt hinges with necessary
screws :
9.30.1
Second class teak wood.
sqm
1,365.70
9.30.2
Kiln seasoned and chemically treated Hollock wood.
sqm
957.50
Providing and fixing wire gauze laminated veneer lumber shutters
conforming to IS : 14616, and as per TADS 15 :2001 (Part B) using
galvanised wire gauze with average width of aperture 1.4mm in both
directions with wire of dia 0.63mm as per IS :1568 for doors, windows and
clerestory windows including ISI marked bright finished or/ and black
enamelled M.S. butt hinges with necessary screws as per directions of
Engineer-in-charge:
9.31.1
35 mm thick shutters
sqm
1.677.40
9.31.2
30 mm thick shutters
sqm
1,470.65
each
10.15
MISCELLANEOUS – WOOD WORK
9.32
9.33
9.34
Providing 50x50x50mm 2nd class teak wood plugs including cutting brick
work and fixing in cement mortar 1:3 (1 cement : 3 fine sand) and making
good the walls etc.
Providing and fixing expandable fasteners of specified size with
necessary plastic sleeves and galvanised M.S. screws including drilling
holes in masonry work /CC/ R.C.C. and making good etc. complete.
9.33.1
25 mm long
each
9.40
9.33.2
32 mm long
each
11.15
9.33.3
40 mm long
each
13.45
9.33.4
50 mm long
each
15.80
Providing and fixing 2nd class teak wood plain lining tongued and grooved
on and including wooden plugs complete with necessary screws and
priming coat on unexposed surface.
9.34.1
40 mm thick.
sqm
2,608.30
9.34.2
25 mm thick.
sqm
1,683.40
9.34.3
20 mm thick
sqm
1,360.95
SUBHEAD -9.0 WOOD AND PVC WORK
141
Code
No
Description
9.34.4
9.35
9.36
9.39
9.40
9.41
sqm
867.70
9.35.1
12 mm thick
sqm
869.70
9.35.2
18 mm thick
sqm
1,024.30
9.35.3
25 mm thick
sqm
1,099.65
cum
54,377.30
sqm
577.40
sqm
556.50
Providing and fixing specified wood frame work consisting of battens
50x25mm fixed with rawl plug and drilling necessary holes for rawl plug
etc. including priming coat complete.
Hollock wood.
Providing and fixing plywood 4 mm thick one side decorative veneer
conforming to IS: 1328 (type-1) for plain lining / cladding with necessary
screws, priming coat on unexposed surface with:
9.37.1
9.38
Rate
Rs.
Providing and fixing in wall lining flat pressed three layer (medium density)
particle board or graded wood Pre-laminated one side decorative
lamination on other side balancing lamination Grade I, Type II, IS : 12823
marked including priming coat on unexposed surface, with necessary
fixing arrangement and screws etc. complete :
9.36.1
9.37
12 mm thick
Unit
Decorative veneer facings of approved manufacture.
Providing and fixing 4mm thick coir veneer board, ISI marked IS : 14842 2000, plain lining with necessary screws, priming coat on unexposed
surface etc., complete.
Providing and fixing skirting of Pre-laminated with (one side decorative
and other side balancing lamination) flat pressed, 3 layer or graded
particle board (medium density) Grade I, Type II, IS :12823 marked, with
necessary fixing arrangements and screws including drilling necessary
holes for rawl plugs etc. and priming coat on unexposed surface complete
:
9.39.1
18 mm thick
sqm
1,150.35
9.39.2
25 mm thick
sqm
1,225.70
Providing and fixing wooden moulded beading to door and window frames
with iron screws, plugs and priming coat on unexposed surface etc.
complete :
9.40.1
2nd class teak wood
9.40.1.1
50x12 mm
metre
53.85
9.40.1.2
50 x 20 mm
metre
75.10
9.40.2
Hollock wood
9.40.2.1
50x12 mm
metre
40.05
9.40.2.2
50x20 mm
metre
52.10
Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart
(frames to be paid separately) including fixing 50x12 mm beading
complete with :
SUBHEAD -9.0 WOOD AND PVC WORK
142
Code
No
Description
Unit
Rate
Rs.
sqm
890.00
Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3
layer or graded wood particle board medium density grade I, IS : 3087
marked including top cover of 6 mm commercial ply wood conforming to
IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type )
curtain rod with nickel plated brackets including fixing with 25x3 mm M.S.
flat 10 cm long and rawl plugs 50 mm long (designation 10 no.) etc all
complete
metre
208.70
Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer
board ISI marked IS : 14842 - 2000, including top cover of 6 mm coir
veneer board, nickle plated M.S. Pipe 20 mm dia. (heavy type) curtain rod
with nickel plated brackets including fixing with 25x3 mm M.S. Flat 10 cm
long and rawl plug 50 mm long (designation 10 No.) etc., all complete
metre
309.20
9.41.1
9.42
9.43
9.44
Second class teak wood.
Extra for using veneered particle board conforming to IS 3097 Grade I, in
item of pelmet 18mm thick 150mm wide.
9.44.1
Non decorative veneer on both sides.
metre
18.95
9.44.2
Particle board with decorative veneering on both sides.
metre
68.00
metre
26.60
9.45
Providing and fixing teak wood lipping of size 25x3 mm in pelmet.
9.46
Providing and fixing curtain rods of 1.25 mm thick chromium plated brass
plate, with two chromium plated brass brackets fixed with C.P. brass
screws and wooden plugs, etc., wherever necessary complete :
9.47
9.48
9.49
9.50
9.51
9.46.1
12 mm dia.
metre
163.40
9.46.2
20 mm dia.
metre
187.80
9.46.3
25 mm dia.
metre
299.30
Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated
brackets :
9.47.1
20 mm dia (heavy type)
metre
69.90
9.47.2
25 mm dia (heavy type)
metre
76.85
Providing and fixing M.S. grills of required pattern in frames of windows
etc. with M.S. flats, square or round bars etc. all complete.
9.48.1
Fixed to steel windows by welding.
kg
59.25
9.48.2
Fixed to openings /wooden frames with rawl plugs screws
etc.
kg
64.40
Providing and fixing expanded metal 20x60mm strands 3.25mm wide and
1.6mm thick for windows etc. including 62x19mm beading of IInd class
teak wood.
sqm
523.15
Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of
weight not less than 7.75 Kg per sqm to window frames etc. including
62x19 mm beading of second class teak wood.
sqm
657.95
Providing and fixing fly proof galvanised M.S. wire gauze to windows and
clerestory windows using galvanised M.S. wire gage with average width of
SUBHEAD -9.0 WOOD AND PVC WORK
143
Code
No
Description
Unit
Rate
Rs.
aperture 1.4 mm in both directions with wire of dia. 0.63 mm.
9.52
9.53
9.54
9.51.1
With 2nd class teak wood beading 62X19 mm.
sqm
443.80
9.51.2
With 12 mm mild steel U beading.
sqm
291.95
Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less
than 7.75 Kg. per sqm in panelled and glazed door and window shutter
instead of glass sheet 4 mm thick.
sqm
72.00
Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame
with 10 mm diameter bolts, nuts and wooden plugs and embeddings in
cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand :
6 graded stone aggregate 20mm nominal size)
each
61.50
Providing beams including hoisting, fixing in position and applying wood
preservative for the unexposed surfaces, etc. complete with :
9.54.1
Sal wood.
cum
28,335.90
9.54.2
Hollock wood.
cum
28,217.40
BRIGHT FINISHED M.S. FITTINGS
9.55
9.56
Providing and fixing ISI marked M.S. pressed butt hinges bright finished
with necessary screws etc. complete :
9.55.1
125x65x2.12 mm
each
16.80
9.55.2
100x58x1.90 mm
each
13.10
9.55.3
75x47x1.70 mm
each
9.55
9.55.4
50x37x1.50 mm
each
5.35
Providing and fixing IS : 1341 marked M.S. heavy weight butt hinges with
necessary screws etc. complete :
9.56.1
125x90x4.00 mm
each
37.50
9.56.2
100x75x3.50 mm
each
22.25
9.56.3
75x60x3.10 mm
each
13.40
9.56.4
50x40x2.50 mm
each
8.15
Note: - In coastal areas, M.S. heavy weight butt hinges or stainless steel
hinges shall be used.
COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS
PER IS: 1378)
9.57
9.58
Providing and fixing ISI marked oxidised M.S. pressed butt hinges with
necessary screws etc. complete.
9.57.1
125x65x2.12 mm
each
18.55
9.57.2
100x58x1.90 mm
each
13.45
9.57.3
75x47x1.70 mm
each
9.30
9.57.4
50x37x1.50 mm
each
5.25
Providing and fixing ISI marked oxidised M.S. pressed Parliamentary
SUBHEAD -9.0 WOOD AND PVC WORK
144
Code
No
Description
Unit
Rate
Rs.
hinges with necessary screws etc. complete :
9.59
9.60
9.61
9.62
9.63
9.64
9.65
9.58.1
150x125x27x2.80 mm
each
37.70
9.58.2
125x125x27x2.80 mm
each
31.90
9.58.3
100x125x27x2.80 mm
each
27.25
9.58.4
75x100x20x2.24 mm
each
20.65
Providing and fixing ISI marked oxidised M.S. single acting spring hinges
with necessary screws etc. complete :
9.59.1
150 mm
each
96.20
9.59.2
125 mm
each
90.40
9.59.3
100 mm
each
72.55
Providing and fixing oxidised M.S. double acting spring hinges with
necessary screws etc. complete.
9.60.1
150 mm
each
98.55
9.60.2
125 mm
each
86.95
9.60.3
100 mm
each
67.90
Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel
plating and fixing with necessary screws etc., complete.
9.61.1
Overall width 35 mm.
metre
72.35
9.61.2
Overall width 50 mm.
metre
78.20
9.61.3
Overall width 65 mm.
metre
84.00
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts
and screws etc. complete :
9.62.1
300x16 mm
each
79.60
9.62.2
250x16 mm
each
69.65
Providing and fixing ISI marked oxidised M.S. tower bolt black finish,
(Barrel type) with necessary screws etc. complete :
9.63.1
250x10 mm
each
33.90
9.63.2
200x10 mm
each
28.60
9.63.3
150x10 mm
each
23.40
9.63.4
100x10 mm
each
17.25
each
36.20
Providing and fixing ISI marked 85x42mm oxidised M.S. pull bolt lock
conforming to IS : 7534 with necessary screws bolts, nut and washers etc.
complete.
Providing and fixing ISI marked oxidised M.S. door latches conforming to
IS:5930 with screws etc. complete :
9.65.1
300x20x6 mm
each
33.10
9.65.2
250x20x6 mm
each
33.10
SUBHEAD -9.0 WOOD AND PVC WORK
145
Code
No
Description
9.66
Providing and fixing ISI marked oxidised M.S. handles conforming to
IS:4992 with necessary screws etc. complete :
9.67
9.68
9.69
Unit
Rate
Rs.
9.66.1
125 mm
each
10.20
9.66.2
100 mm
each
7.75
9.66.3
75 mm
each
5.45
Providing and fixing oxidised M.S. hasp and staple (safety type)
conforming to IS : 363 with necessary screws etc. complete :
9.67.1
150 mm
each
12.20
9.67.2
115 mm
each
10.95
9.67.3
90 mm
each
8.85
Providing and fixing oxidised M.S. casement stays (straight peg type) with
necessary screws etc. complete.
9.68.1
300 mm weighing not less than 200 gms.
each
19.15
9.68.2
250 mm weighing not less than 150 gms.
each
16.45
9.68.3
200 mm weighing not less than 120 gms.
each
15.25
each
52.80
Providing and fixing oxidised M.S. Safety chain with necessary fixtures for
doors. (Weighting not less than 450 gms.)
STAINLESS STEEL FITTINGS
9.70
9.71
Providing and fixing IS : 12817 marked stainless steel butt hinges with
stainless steel screws etc. complete :
9.70.1
125x64x1.90 mm
each
47.05
9.70.2
100X58X1.90 mm
each
35.25
9.70.3
75x47x1.80 mm
each
23.75
9.70.4
50x37x1.50 mm
each
14.80
Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy
weight) with stainless steel screws etc. complete :
9.71.1
125x64x2.50 mm
each
54.15
9.71.2
100x60x2.50 mm
each
40.10
9.71.3
75x50x2.50 mm
each
28.75
BRASS FITTINGS
9.72
Providing and fixing bright finished brass butt hinges with necessary
screws etc. complete :
9.72.1
125x85x5.5 mm (heavy type)
each
191.10
9.72.2
125x70x4 mm (ordinary type)
each
69.15
9.72.3
100x85x5.5 mm (heavy type)
each
164.25
9.72.4
100x70x4 mm (ordinary type)
each
48.10
9.72.5
75x65x4 mm (heavy type)
each
62.60
SUBHEAD -9.0 WOOD AND PVC WORK
146
Code
No
9.73
9.74
9.75
9.76
9.77
9.78
9.79
9.80
9.81
Description
Unit
Rate
Rs.
9.72.6
75x40x2.5 mm (ordinary type)
each
28.95
9.72.7
50x40x2.5 mm (ordinary type)
each
14.55
Providing and fixing bright finished brass parliamentary hinges with
necessary screws etc. complete :
9.73.1
150x125x27x5 mm
each
205.55
9.73.2
125x125x27x5 mm
each
182.30
9.73.3
100x125x27x5 mm
each
150.40
9.73.4
75x100x20x3.2 mm
each
114.10
Providing and fixing bright finished brass tower bolts (barrel type) with
necessary screws etc. complete :
9.74.1
250x10 mm
each
155.15
9.74.2
200x10 mm
each
126.20
9.74.3
150x10 mm
each
97.20
9.74.4
100x10 mm
each
67.30
Providing and fixing bright finished brass door latch with necessary
screws etc. complete :
9.75.1
300x16x5 mm
each
109.20
9.75.2
250x16x5 mm
each
105.70
Providing and fixing bright finished brass 100 mm mortice latch and lock
with 6 levers and a pair of lever handles with necessary screws etc.
complete (best make of approved quality).
each
332.65
Providing and fixing bright finished brass 100 mm mortice latch with one
dead bolt and a pair of lever handles with necessary screws etc. complete
(best make of approved quality).
each
307.10
Providing and fixing bright finished brass night latch including necessary
screws etc. complete (best make of approved quality).
each
426.75
Providing and fixing special quality bright finished brass cupboard or ward
robe locks with four levers including necessary screws etc. complete (best
make of approved quality) :
9.79.1
40 mm
each
75.95
9.79.2
50 mm
each
84.10
9.79.3
65 mm
each
98.05
9.79.4
75 mm
each
115.45
each
23.70
each
103.65
Providing and fixing 50 mm bright finished brass cup board or wardrobe
knob with necessary screws (best make of approved quality)
Providing and fixing bright finished brass handles with screws etc.
complete :
9.81.1
125 mm
SUBHEAD -9.0 WOOD AND PVC WORK
147
Code
No
9.82
9.83
9.84
9.85
9.86
9.87
Description
Unit
Rate
Rs.
9.81.2
100 mm
each
91.80
9.81.3
75 mm
each
68.55
Providing and fixing bright finished brass hanging type floor door stopper
with necessary screws, etc. complete.
each
56.05
Providing and fixing IS : 3564 marked Aluminium die cast body tubular
type universal hydraulic door closer with necessary accessories and
screws etc. complete.
each
610.60
Providing and fixing IS : 3564 marked aluminium extruded section body
tubular type universal hydraulic door closer with double speed adjustment
with necessary accessories and screws etc. complete.
each
911.10
Providing and fixing bright finished brass casement window fastener with
necessary screws etc. complete.
each
35.60
Providing and fixing bright finished brass casement stays (straight peg
type) with necessary screws etc. complete :
9.86.1
300 mm weighing not less than 330 gms
each
82.50
9.86.2
250 mm weighing not less than 280 gms
each
69.30
9.86.3
200 mm weighing not less than 240 gms
each
58.80
Providing and fixing bright finished brass hasp and staple (safety type)
with necessary screws etc. complete:
9.87.1
150 mm
each
61.90
9.87.2
115 mm
each
49.85
9.87.3
90 mm
each
40.75
Providing and fixing chromium plated brass 100 mm mortice latch and
lock with 6 levers and a pair of lever handles with necessary screws etc.
complete (best make of approved quality).
each
409.30
Providing and fixing chromium plated brass night latch including
necessary screws etc. complete (Best make of approved quality).
each
479.00
CHROMIUM PLATED BRASS FITTINGS
9.88
9.89
9.90
9.91
9.92
Providing and fixing special quality chromium plated brass cupboard locks
with six levers including necessary screws etc. complete (Best make of
approved quality) of :
9.90.1
Size 40 mm
each
78.30
9.90.2
Size 50 mm
each
95.70
9.90.3
Size 65 mm
each
108.50
9.90.4
Size 75 mm
each
121.25
each
31.80
Providing and fixing chromium plated brass 50 mm cupboard or wardrobe
knobs with nuts complete.
Providing and fixing chromium plated brass handles with necessary
screws etc. complete:
SUBHEAD -9.0 WOOD AND PVC WORK
148
Code
No
9.93
9.94
Description
Unit
Rate
Rs.
9.92.1
125 mm
each
111.75
9.92.2
100 mm
each
96.45
9.92.3
75 mm
each
83.65
each
69.60
Providing and fixing chromium plated brass casement window fastener
with necessary screws etc. complete.
Providing and fixing chromium plated brass casement stays (straight peg
type) with necessary screws etc. complete :
9.94.1
300 mm weighing not less than 330 gms
each
90.50
9.94.2
250 mm weighing not less than 280 gms
each
83.55
9.94.3
200 mm weighing not less than 240 gms
each
70.75
ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI
MARKED)
9.95
Providing and fixing ISI marked aluminium butt hinges anodised (anodic
coating not less than grade AC 10 as per IS : 1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:
9.95.1
125x75x4 mm
each
74.10
9.95.2
125x63x4 mm
each
70.50
9.95.3
100x75x4 mm
each
62.25
9.95.4
100x63x4 mm
each
55.05
9.95.5
100x63x3.2 mm
each
59.25
9.95.6
75x63x4 mm
each
43.00
9.95.7
75x63x3.2 mm
each
35.35
9.95.8
75x45x3.2 mm
each
21.75
Note :- Aluminum hinges shall not be used in wooden shutters,
stainless steel hinges shall be preferred.
9.96
9.97
Providing and fixing aluminium sliding door bolts ISI marked anodised
(anodic coating not less than grade AC 10 as per IS : 1868) transparent or
dyed to required colour or shade with nuts and screws etc. complete :
9.96.1
300x16 mm
each
158.50
9.96.2
250x16 mm
each
134.10
Providing and fixing aluminium tower bolts ISI marked anodised (anodic
coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed
to required colour or shade with necessary screws etc. complete :
9.97.1
300x10 mm
each
71.45
9.97.2
250x10 mm
each
62.20
9.97.3
200x10 mm
each
52.00
9.97.4
150x10 mm
each
42.75
SUBHEAD -9.0 WOOD AND PVC WORK
149
Code
No
Description
Unit
Rate
Rs.
each
32.15
Providing and fixing aluminium pull bolt lock anodised ISI marked (anodic
coating not less than grade AC 10 as per IS : 1868) transparent or dyed to
required colour and shade with necessary screws bolts, nut and washers
etc. complete.
each
44.35
Providing and fixing 50cm long aluminium kicking plate 100x3.15 mm
anodised (anodic coating not less than grade AC 10 as per IS :1868)
transparent or dyed to required colour or shade with necessary screws
etc. complete.
each
115.70
9.97.5
9.98
9.99
9.100
9.101
9.102
9.103
9.104
100x10 mm
Providing and fixing aluminium handles ISI marked anodised (anodic
coating not less than grade AC 10 as per IS : 1868) transparent or dyed to
required colour or shade with necessary screws etc. complete :
9.100.1
125 mm
each
48.80
9.100.2
100 mm
each
35.30
9.100.3
75 mm
each
28.35
Providing and fixing aluminium hanging floor door stopper ISI marked
anodised (anodic coating not less than grade AC 10 as per IS : 1868)
transparent or dyed to required colour and shade with necessary screws
etc. complete.
9.101.1
Single rubber stopper
each
19.05
9.101.2
Twin rubber stopper
each
53.90
Providing and fixing aluminium casement stays ISI marked anodised
(anodic coating not less than grade AC 10 as per IS : 1868) transparent or
dyed to required colour and shade with necessary screws etc. complete.
each
47.55
Providing and fixing bright finished brass 100 mm mortice latch and lock
ISI marked with six levers and a pair of anodised (anodic coating not less
than grade AC 10 as per IS : 1868) aluminium lever handles with
necessary screws etc. complete (Best make of approved quality).
each
435.90
Providing and fixing aluminium tee channels (heavy duty) with rollers, stop
end in pelmets as curtain rod.
metre
43.05
GYPSUM BOARD PARTITIONS
9.105
Providing and fixing partition upto ceiling height consisting of G.I. frame
and required board including providing and fixing of frame work made of
special section power pressed/ roll form G.I. sheet with zinc coating of
grade 175, consisting of floor and ceiling channel 50mm wide having
equal flanges of 32mm and 0.55mm thick fixed to the floor and ceiling at
the spacing of 610mm centre to centre with dash fastener of 12.5mm dia
meter 40mm length and the studs 48mm wide having one flange of 34mm
and other flange 36mm and 0.55mm thick fixed vertically within flanges of
floor and ceiling channel and placed at a spacing of 610mm centre to
centre by 6mm dia bolts and nuts at both ends of partition fixed flush to
wall with rawl plugs at spacing of 450mm centre to centre and fixing of
boards to either side of frame work by 20mm long drive wall screws on
studs, floor and ceiling channels at the spacing of 300mm centre to
SUBHEAD -9.0 WOOD AND PVC WORK
150
Code
No
Description
Unit
Rate
Rs.
67mm overall thickness partition with 8.5mm thick double
skin glass reinforced Gypsum (GRG) board conforming to
IS: 2095: part III.
sqm
813.80
75mm overall thickness partition with 12.5mm thick double
skin plain Gypsum board conforming to IS: 2095: part I
sqm
674.45
66mm overall thickness Partition with 8mm thick double skin
Calcium Silicate Board made with Calcareous & Siliceous
materials reinforced with cellulose fiber manufactured
through autoclaving process with Compressive Strength 225
kg/sq.cm, Bending Strength 100 kg./ sq.cm.
sqm
823.10
66mm overall thickness partition using 8mm thick double
skin non- asbestos multipurpose cement board reinforced
with cellulose fibre manufactured through autoclaving
process (High pressure steam cured) as per IS: 14862 with
suitable fibre cement screw.
sqm
927.65
centre, including jointing and finishing to a flush finish with recommended
jointing compound, jointing tape, joint finisher and two coats of primer
suitable for board as per manufacture's specification and direction of
engineer in charge all complete.
9.105.1
9.105.2
9.105.3
9.105.4
9.106
9.107
Providing and fixing PTMT handles with necessary screws etc. complete.
9.106.1
125x34x24 mm weighing not less than 23 gms.
each
33.35
9.106.2
150x34x24 mm weighing not less than 26 gms.
each
36.85
75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod
weighing not less than 34 gms.
each
47.40
100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod
weighing not less than 53 gms.
each
62.55
Providing and fixing PTMT Butt hinges with necessary screws etc.
complete.
9.107.1
9.107.2
9.108
9.109
Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside
and necessary screws etc., complete.
9.108.1
152x42x18 mm weighing not less than 60 gms.
each
73.00
9.108.2
202x42x18 mm weighing not less than 78 gms.
each
87.80
Providing and fixing PTMT door catcher of length 72 mm and dia. of 42
mm with suitable washers weighing not less than 33 gms.
each
29.05
sqm
207.70
NEW ITEMS/ MODIFIED ITEMS
9.110
9.111
Providing and fixing Bamboo jaffery/ fencing consisting of superior quality
25mm dia (Average) half cut bamboo placed vertically and fixed together
with three numbers horizontal running members of hollock wood in
scantling of section 50X25mm fixed with nails and G.I wire on existing
support complete as per direction of Engineer-in-charge.
Providing and fixing wooden moulded corner beading of triangular shape
to the junction of panelling etc. with iron screws, plugs and priming coat
on unexposed surface etc. complete 2nd class teak wood.
SUBHEAD -9.0 WOOD AND PVC WORK
151
Code
No
Description
Unit
Rate
Rs.
metre
94.10
Providing and fixing 2nd class teak wood lipping/ moulded beading or taj
beading of size 18X5mm fixed with wooden adhesive of approved quality
and screws/ nails on the edges of the Pre-laminated particle board as per
direction of Engineer-in-charge.
metre
30.10
Providing and fixing bright finished 100mm mortice lock with 6 levers
without pair of handles for aluminium door with necessary screws etc
complete (Best make of approved quality) as per direction of Engineer-incharge.
each
203.05
9.111.1
9.112
9.113
9.114
9.115
9.116
9.117
9.118
50x50mm (base and height).
Providing and fixing magnetic catcher in cupboard / ward robe shutters
including fixing with necessary screws etc. complete (Best make of
approved quality.
9.114.1
Triple strip vertical type.
each
18.70
9.114.2
Double strip (horizontal type).
each
14.65
Providing and fixing powder coated telescopic drawer channels 300mm
long with necessary screws etc. complete as per directions of Engineerin-charge.
one set
120.75
Providing and fixing sliding arrangement in racks/ cupboards/cabinets
shutter by P/F stainless steel rollers to run inside C or E aluminium
channel section (The payment of C or E channel shall be made
separately)
each
7.00
Providing and fixing factory made UPVC door frame made of UPVC
extruded section having an overall dimension as below (tolerance ±1mm)
with wall thickness 2.0mm ± 0.2mm, corners of the door frame to be
Jointed with galvanized brackets and stainless steel screws, joints mitred
and Plastic welded. The hinge side vertical of the frames reinforced by
galvanized M.S. tube of size 19 X 19mm and 1mm ± 0.1mm wall
thickness and 3 nos. stainless steel hinges fixed to the frame complete as
per manufacturers specification and direction of Engineer-in-charge
9.117.1
Extruded section profile size 48x40 mm.
metre
141.00
9.117.2
Extruded section profile size 42x50 mm.
metre
146.80
Providing and fixing to existing door frames.
9.118.1
24 mm thick factory made PVC door shutters made of styles
and rails of a UPVC hollow section of size 59x24 mm and
wall thickness 2 mm ± 0.2 mm with inbuilt edging on both
sides. The styles and rails mitred and joined at the corners
by means of M.S. galvanised/plastic brackets of size 75x220
mm having wall thickness 1.0 mm and stainless steel
screws. The styles of the shutter reinforced by inserting
galvanised M.S. tube of size 20x20 mm and 1 mm ± 0.1 mm
wall thickness. The lock rail made up of 'H' section, a UPVC
hollow section of size 100x24 mm and 2 mm ± 0.2 mm wall
thickness fixed to the shutter styles by means of
plastic/galvanised M.S. 'U' cleats. The shutter frame filled
SUBHEAD -9.0 WOOD AND PVC WORK
152
sqm
2,190.50
Code
No
Description
Unit
Rate
Rs.
30 mm thick factory made Polyvinyl Chloride (PVC) door
shutter made of styles and rails of a UPVC hollow section of
size 60x30 mm and wall thickness 2 mm ± 0.2 mm with
inbuilt decorative moulding edging on one side. The styles
and rails mitred and joined at the corners by means of M.S.
galvanised/plastic brackets of size 75x220 mm having wall
thickness 1.0 mm and stainless steel screws. The styles of
the shutter reinforced by inserting galvanised M.S. tube of
size 25x20 mm and 1 mm ± 0.1 mm wall thickness. The lock
rail made up of 'H' section, a UPVC hollow section of size
100x30 mm and 2 mm ± 0.2 mm wall thickness fixed to the
shutter styles by means of plastic/ galvanised M.S. 'U' cleats.
The shutter frame filled with a UPVC multi-chambered single
panel of size not less than 620 mm, having over all thickness
of 20 mm and 1 mm ± 0.1 mm wall thickness . The panels
filled vertically and tie bar at two places by inserting
horizontally 6 mm galvanised M.S. rod and fastened with
nuts and washers, complete as per manufacturer's
specification and direction of Engineer-in-charge.
sqm
2,271.80
25mm thick PVC flush door shutters made out of a one piece
Multi chamber extruded PVC section of the size of 762mm X
25mm or less as per requirement with an average wall
thickness of 1mm ± 0.3mm. PVC foam end cap of size
23x10mm are provided on both vertical edges to ensure the
overall thickness of 25mm. An M.S. tube having dimensions
19mm x 19mm is inserted along the hinge side of the door.
Core of the door shutter should be filled with High Density
Polyurethane foam. The Top & Bottom edges of the shutter
are covered with an end-cap of the size 25MM X 11MM.
Door shutter shall be reinforced with special polymeric
reinforcements as per manufactures' specification and
direction of Engineer-in-charge to take up necessary
hardware and fixtures. Stickers indicating the locations of
hardware will be pasted at appropriate places
sqm
2,358.90
with a UPVC multi-chambered single panel of size not less
than 620 mm, having over all thickness of 20 mm and 1 mm
± 0.1 mm wall thickness. The panels filled vertically and tie
bar at two places by inserting horizontally 6 mm galvanised
M.S. rod and fastened with nuts and washers, complete as
per manufacturer's specification and direction of Engineer-incharge. (For W.C. and bathroom door shutter).
9.118.2
9.118.3
9.119
Providing and fixing factory made P.V.C. door frame of size 50x47mm
with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam
sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of
15x15mm M.S. square tube, the vertical door profiles to be reinforced with
19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather
seal to be provided through out the frame. The door frame to be fixed to
the wall using M.S. screws of 65/100mm size complete as per
manufacturers specification and direction of Engineer-in-Charge.
SUBHEAD -9.0 WOOD AND PVC WORK
153
metre
353.10
Code
No
Description
9.120
Providing and fixing to existing door frames.
9.120.1
9.120.2
30mm thick factory made panel PVC door shutter consisting
of frame made out of M.S. tubes of 19 gauge thickness and
size of 19mm x 19mm for styles and 15x15mm for top &
bottom rails. M.S. frame shall have a coat of steel primers of
approved make and manufacture . M.S. frame covered with
5mm thick heat moulded PVC 'C' channel of size 30mm
thickness, 70mm width out of which 50mm shall be flat and
20mm shall be tapered in 45degree angle on either side
forming styles; and 5mm thick, 95mm wide PVC sheet out of
which 75mm shall be flat and 20mm shall be tapered in 45
degree on the inner side to form top and bottom rail and
115mm wide PVC sheet out of which 75mm shall be flat and
20mm shall be tapered on both sides to form lock rail. Top,
bottom and lock rails shall be provided either side of the
panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet
be provided as gap insert for top rail & bottom rail. paneling
of 5mm thick both side PVC sheet to be fitted in the M.S.
frame welded/ sealed to the styles & rails with 7mm
(5mm+2mm) thick x 15mm wide PVC sheet beading on inner
side, and joined together with solvent cement adhesive. An
additional 5mm thick PVC strip of 20mm width is to be stuck
on the interior side of the 'C' Channel using PVC solvent
adhesive etc. complete as per direction of Engineer-incharge. Manufacturer’s specification & drawing (for W.C. and
bathroom door shutter).
30mm thick factory made solid both side Pre-laminated panel
PVC door shutter consisting of frame made out of M.S. tubes
of 19 gauge thickness and size of 19mm x 19mm for styles
and 15x15mm for top & bottom rails. M.S. frame shall have a
coat of steel primers of approved make and manufacture .
M.S. frame covered with 5mm thick heat moulded Prelaminated PVC 'C' channel of size 30mm thickness, 70mm
width out of which 50mm shall be flat and 20mm shall be
tapered in 45degree angle on either side forming styles; and
5mm thick, 95mm wide PVC sheet out of which 75mm shall
be flat and 20mm shall be tapered in 45 degree on the inner
side to form top and bottom rail and 115mm wide PVC sheet
out of which 75mm shall be flat and 20mm shall be tapered
on both sides to form lock rail. Top, bottom and lock rails
shall be provided either side of the panel. 10mm (5mm x 2 )
thick, 20mm wide cross PVC sheet be provided as gap insert
for top rail & bottom rail. paneling of 5mm thick both side
Pre-laminated PVC sheet to be fitted in the M.S. frame
welded/ sealed to the styles & rails with 7mm (5mm+2mm)
thick x 15mm wide PVC sheet beading on inner side, and
joined together with solvent cement adhesive. An additional
5mm thick PVC strip of 20mm width is to be stuck on the
interior side of the 'C' Channel using PVC solvent adhesive
etc. complete as per direction of Engineer-in-charge.
SUBHEAD -9.0 WOOD AND PVC WORK
154
Unit
Rate
Rs.
sqm
2,109.95
sqm
2,580.35
Code
No
Description
Unit
Rate
Rs.
Manufacturer’s specification & drawing (for W.C. and
bathroom door shutter).
9.121
9.122
Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of
cross-section 90mm x 45mm having single rebate of 32mm x 15mm to
receive shutter of 30mm thickness .The laminate shall be moulded with
fire resistant grade unsaturated polyester resin and chopped mat
.Doorframe laminate shall be 2mm thick and shall be filled with suitable
wooden block in all the three legs. The frame shall be covered with
fiberglass from all sides. M.S. stay shall be provided at the bottom to
steady the frame.
9.122.2
9.124
9.125
398.40
Providing and fixing to existing door frames.
9.122.1
9.123
metre
30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled
door shutter of required colour and approved brand and
manufacture, made with fire - retardant grade unsaturated
polyester resin, moulded to 3 mm thick FRP laminate for
forming hollow rails and styles, with wooden frame and
suitable blocks of seasoned wood inside at required places
for fixing of fittings, cast monolithically with 5mm thick FRP
laminate for panels conforming to IS: 14856 - 2000 including
fixing to frames.
sqm
1,920.60
30mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door
shutter in different plain and wood finish made with fire
retardant grade unsaturated polyester resin, moulded to
3mm thick FRP laminate all around, with suitable wooden
blocks inside at required places for fixing of fittings and
polyurethane foam (PUF) / Polystyrene foam to be used as
filler material throughout the hollow panel, casted
monolithically with testing parameters of F.R.P. laminate
conforming to table - 3 of IS: 14856 : 2000, complete as per
direction of Engineer-in-charge.
sqm
2,362.00
Providing and fixing factory made door frame (single rebate) made of solid
PVC foam profile with homogenous fine cellular structure having smooth
outer integral skin having 60mm width & 30mm thickness and shall be
fixed to wall as per instructions of engineer-in-charge using 100x8 sheet
metal CSK screws.
metre
Providing and fixing 28 mm thick door shutter made of solid PVC foam
profile with homogenous fine cellular structure having smooth outer
integral skin having 71mm width & 28mm thick as styles and rails. Joints
are made using solvent adhesive and GI 'C' sections (39mm x 19mm x
0.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert &
telescopic polymeric 'L' corners .The panel shall be filled with 3mm thick
high - pressure compact laminate as per manufacturer's specifications
and direction of Engineer-in-charge, cover moulding shall be provided for
covering fixing screws and elegant look.( for W.C. and bathroom door
shutter).
sqm
2,379.40
sqm
419.35
Providing and fixing PVC rigid foam sheet 1mm thick on existing door
shutters (bathroom and W.C. doors) using synthetic rubber based
SUBHEAD -9.0 WOOD AND PVC WORK
155
270.65
Code
No
Description
Unit
Rate
Rs.
adhesive.
9.126
9.127
9.128
9.129
9.130
Providing and fixing 12mm thick panelling or panelling and glazing in
panelled or panelled and glazed shutters for doors, windows and
clerestory windows (area of opening for panel inserts excluding portion
inside grooves or rebates to be measured). Panelling for panelled or
panelled and glazed shutters 25mm to 40mm thick.
9.126.1
Marine plywood conforming to IS: 710
sqm
1,186.80
9.126.2
Fire retardant plywood conforming to IS: 5509.
sqm
1,117.45
Providing & Fixing decorative high pressure laminated sheet of plain /
wood grain in gloss / matt / suede finish with high density protective
surface layer and reverse side of adhesive bonding quality conforming to
IS : 2046 Type S including cost of adhesive of approved quality
9.127.1
1.5 mm thick.
sqm
608.15
9.127.2
1.0 mm thick.
sqm
512.30
Providing and fixing factory made Fiberglass Reinforced plastics (F.R.P.)
chajja 4mm thick of required colour, size and design made by Resin
Transfer Moulding (RTM) Machine Technology, resulting in void free
compact laminate in single piece, having smooth gradual slope curvature
for easy drainage of water and duly reinforced by 2nos. vertically and
1nos. horizontally 50x2mm thick M.S. flat with 12mm in built hole for
grouting on the existing wall along with the 50mm flanges duly inserted
and sealed in the wall complete in one single piece casted monolithically,
including all necessary fittings . The FRP Chajja should be manufactured
using unsaturated Polyester resin as per IS: 6746 duly reinforced with
fibre glass chopped strand mat (CSM) as per IS: 11551 complete with
protective Gel coat U/V coating on Top for complete resistance from the
extreme of temperature, weather & sunlight,
sqm
4,452.00
Providing and fixing cup board shutters 25mm thick, with Pre-laminated
flat pressed three layer particle board or graded wood particle board IS:
12823 marked exterior grade (Grade l Type ll) having one side decorative
lamination and other side balancing lamination including IInd class teak
wood lipping of 25mm wide x12 mm thick with necessary screws and
bright finished stainless steel piano hinges complete as per direction of
the Engineer-in-Charge
sqm
1,103.00
With decorative veneering on one side and commercial
veneering on other side.
sqm
963.65
With non decorative veneering on both sides.
sqm
852.10
Providing and fixing cup board shutters with 25mm thick veneered particle
board IS : 3097 marked exterior grade (Grade I) of approved make
including IInd class teak wood lipping of 25mm wide x 12 mm thick with
necessary screws and bright finished stainless steel piano hinges
complete as per direction of Engineer-in-Charge.
9.130.1
9.130.2
9.131
Providing and fixing factory made Pre-laminated particle board flat
pressed three layer or graded wood particle board with one side
decorative finish and other side balancing lamination conforming to IS:
SUBHEAD -9.0 WOOD AND PVC WORK
156
Code
No
Description
Unit
Rate
Rs.
sqm
933.50
kg
339.75
sqm
657.25
sqm
549.90
sqm
410.55
12823 Grade l Type ll, of approved design, and edges sealed with water
resistant paint and lipped with aluminium 'U' type edge beading all-round
the shutter, including fixing with angle cleat, grip strip, cadmium plated
steel screws including fixing of aluminium hinges 100x63x4 mm etc.
complete as per architectural drawing and direction of Engineer-in-Charge
(Cost of 'U' beading and hinges will be paid for separately).
9.131.1
9.132
9.133
25 mm thick.
Providing and fixing aluminum U beading of required size to Prelaminated /flush door shutter including fixing etc. complete as per direction
of Engineer-in-charge.
Providing and fixing, in position concealed G.I. section for wall paneling
using board of required thickness fixed on the 'W' profile (0.55mm thick )
having a knurled web of 51.55mm and two flanges of 26mm each with lips
of 10.55 mm placed @ 610mm C/C in perimeter channel having one
flange of 20mm and another flange of 30mm with thickness of 0.55mm
and web of length 27mm. Perimeter channel is fixed on the floor and the
ceiling with the nylon sleeves @ 610mm C/C with fully threaded selftapping drive all screws. Board is fixed to the 'W' profile with 25 mm
countersunk ribbed head screws @ 200mm C/C., all complete as per the
drawing & directions of engineer-in-charge the joints of the boards are
finished with specially formulated jointing compound and 48mm wide
jointing tape to provide seamless finish.
9.133.1
Tapered edge calcium silicate board made with calcareous &
siliceous materials reinforced with cellulose fiber
manufactured through autoclaving process to give stable
crystalline structure with compressive strength 225 kg/sq.cm,
Bending strength 100 kg/sq.cm.
9.133.1.1
10mm thick.
9.133.2
Non -asbestos multipurpose cement board reinforced with
cellulose fibre manufactured through autoclaving process
(high pressure steam cured ) as per IS 14862 with suitable
fibre cement screw.
9.133.2.1
8 mm thick.
9.133.3
Gypsum board conforming to IS: 2095 - 1996: Part - I .
9.133.3.1
12.5 mm thick.
SUBHEAD -9.0 WOOD AND PVC WORK
157
SUB HEAD : 10.0
STEEL WORK
159
BASIC RATES (10.0 STEEL WORK)
Code
No
Description
Unit
Rate
Rs.
0100
Bandhani
Day
138.45
0102
Blacksmith 1st class
Day
151.50
0103
Blacksmith 2nd class
Day
141.60
0114
Beldar
Day
135.25
0116
Fitter (grade 1)
Day
151.50
0119
Glazier
Day
141.60
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0139
Skilled Beldar (for floor rubbing etc.)
Day
138.45
0423
Brass casement window fastener
Each
26.00
0428
Brass fanlight catch
10 Nos
109.00
0595
Bright finished or black enamelled mild steel butt hinges 100x58x1.90
mm
10 Nos
54.00
0969
Pulley 25 mm dia
each
18.00
0973
Rolling shutter made of 80x1.25 mm machine rolled laths
sqm
767.00
0974
Top cover for rolling shutters
metre
400.00
0975
27.5 cm long wire spring grade no 2 for rolling shutters
each
170.00
0976
Ball bearing for rolling shutters
each
280.00
0977
Extra for mechanical devices chain and cranked operation for
operating rolling shutters : exceeding 10.00 sq.m and up to 16.80
sq.m area of door
sqm
400.00
0978
Extra for mechanical devices chain and cranked operation for
operating rolling shutters : exceeding 16.80 sq.m area of door
sqm
450.00
1002
Mild steel round bar 12 mm dia and below
quintal
3,100.00
1003
Mild steel round bar above 12 mm dia
quintal
3,050.00
1007
Structural steel such as tees, angles channels and R.S. joists
quintal
3,100.00
1008
Flats up to 10 mm in thickness
quintal
2,900.00
1009
Flats exceeding 10 mm in thickness
quintal
2,875.00
1010
Mild steel plates
quintal
3,400.00
1013
Mild steel sheets for tanks
quintal
3,475.00
1019
Mild steel hooks
each
1020
Mild steel rivets
quintal
3,500.00
1034
Bolts and nuts up to 300 mm in length
quintal
4,300.00
1035
Bolts and nuts above 300 mm in length
quintal
4,300.00
SUB HEAD –10.0 STEEL WORK
161
22.00
Code
No
Description
Unit
Rate
Rs.
1036
Iron pintels including welded pin
each
28.00
1143
Steel beading
metre
15.00
1214
Welding by gas plant
cm
1.00
1215
Welding by electric plant
cm
1.00
1221
20 mm dia holding down bolts
quintal
1222
Mild steel sheets with bolts and nuts to rest on pintels
each
75.00
1549
G.I. pipes 40 mm dia
metre
160.00
2205
Carriage of Steel
tonne
47.29
2271
Carriage of G.I. pipes below 100 mm dia
tonne
47.29
2406
Float glass sheet of nominal thickness 4 mm (weight not less than
10kg/sqm).
sqm
248.00
4006
Pressed steel door frames (mild steel sheet 1.25mm) Profile "B"
metre
170.00
4007
Pressed steel door frames (mild steel sheet 1.25mm) Profile "C"
metre
187.00
4008
Pressed steel door frames (mild steel sheet 1.25mm) Profile "E"
metre
214.00
4009
Mild steel tubes hot finished welded type
kilogram
38.00
4010
Mild steel tubes hot finished seamless type
kilogram
42.00
4011
Mild steel tubes electric resistant or induction butt welded
kilogram
53.00
4012
Circular C.I. Box for ceiling fan
each
35.00
4013
Pulley 40 mm dia
each
19.00
4014
Ready made steel door with necessary hinges, lugs and glazing clips
excluding other fittings & their fixing
sqm
7027
M.S. Butt hinges 125x90x4 mm
10 Nos
7044
Rolling shutters of 80x0.90 mm laths
sqm
576.00
7045
Rolling shutters of 80x1.2 mm laths
sqm
615.00
7046
Top cover of Rolling shutters 0.90 mm thick
metre
205.00
7047
Top cover of Rolling shutters 1.20 mm thick
metre
228.00
7068
Extra for providing grilled rolling shutters with 8 mm dia M.S. rod
sqm
185.00
9999
Sundries
L.S.
1.00
SUB HEAD –10.0 STEEL WORK
162
3,800.00
1,406.00
80.00
10.0 STEEL WORK
Code
No
Description
10.1
10.2
10.3
10.4
10.5
10.6
Unit
Rate
Rs.
Structural steel work in single section fixed with or without connecting
plate including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer all complete.
kg
42.15
Structural steel work riveted, bolted or welded in built up sections,
trusses and framed work, including cutting, hoisting, fixing in position
and applying a priming coat of approved steel primer all complete:
kg
46.35
Providing and fixing in position collapsible steel shutters with vertical
channels 20x10x2mm and braced with flat iron diagonals 20x5mm size
with top and bottom rail of T-iron 40x40x6mm with 40mm dia, steel
pulleys complete with bolts, nuts, locking arrangement, stoppers,
handles, including applying a priming coat of approved steel primer.
sqm
2,592.70
Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame
and diagonal braces of 40x40x6mm angle iron, 3mm M.S. gusset
plates at the junction and corners 25mm dia pulley, 40x40x6mm angle
and T-iron guide at the top and bottom respectively including applying a
priming coat of approved steel primer.
sqm
2,018.70
Providing and fixing 1mm thick M.S. sheet door with frame of
40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions
and corners, all necessary fittings complete, including applying a
priming coat of approved steel primer.
10.5.1
Using M.S. angels 40x40x6 mm for diagonal braces.
sqm
1,695.40
10.5.2
Using flats 30x6mm for diagonal braces and central cross
piece.
sqm
1,600.10
Supplying and fixing rolling shutters of approved make, made of
required size 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 and arrangements for
inside and outside locking with push and pull operation complete
including the cost of providing and fixing necessary 27.5cm long wire
springs grade No.2 and M.S. top cover of required thickness for rolling
shutters.
10.6.1
80x1.25mm M.S. laths with 1.25 mm thick top cover.
sqm
1,208.45
10.6.2
80x1.20 mm M.S. laths with 1.20 mm thick top cover.
sqm
965.35
10.6.3
80x0.90 mm M.S. laths with 0.90 mm thick top cover.
sqm
911.10
each
356.50
10.7
Providing and fixing ball bearing for rolling shutters.
10.8
Extra for providing mechanical device chain and crank operation for
operating rolling shutters.
10.9
10.8.1
Exceeding 10.00 sqm and upto 16.80 sqm in the area.
sqm
480.30
10.8.2
Exceeding 16.80 sqm in area.
sqm
538.40
sqm
214.90
Extra for providing grilled rolling shutters manufactured out of 8 mm
dia. M.S. bar instead of laths as per design approved by Engineer-in-
SUBHEAD -10.0 STEEL WORK
163
Code
No
Description
Unit
Rate
Rs.
Fixing standard steel glazed doors, windows and ventilators in walls
with 15x3mm lugs 10 cm long embedded in cement concrete blocks
15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) or with wooden plugs and screws or
rawl plugs and screws or with fixing clips or with bolts and nuts as
required, including fixing of float glass panes with glazing clips and
special metal-sash putty of approved make, or metal beading with
screws (only steel windows with lugs, glass panes cut to size and
glazing clips or metal beading with screws, shall be supplied by
department free of cost.)
kg
23.20
Providing and fixing factory made ISI marked steel glazed doors,
windows and ventilators side /top /centre hung with beading and all
members such as K11 B and K12 B etc. complete of standard rolled
steel sections, joints mitred and flash butt welded and sash bars
tenoned and riveted with 15x3mm lugs, 10cm long, embedded in
cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 20mm nominal size) or with wooden
plugs and screws or rawl plugs and screws or with fixing clips or with
bolts and nuts as required, including providing and fixing of hinges,
pivots, float glass panes with glazing clips and special metal sash putty
of approved make and a priming coat of approved steel primer
excluding the cost of other fittings except necessary hinges or pivots
complete as per approved design. (Sectional weight of only steel
members shall be measured for payment without weight of glass &
other fittings.)
kg
178.90
Extra for providing and fixing steel beading of approved shape and
section with screw instead of glazing clips and metal sash putty in steel
doors, windows, ventilators and composite units.
metre
21.45
Providing and fixing T-iron frames for doors, windows and ventilators of
mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs
10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6
(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal
size) or with wooden plugs and screws or rawl plugs and screws or with
dash fastener or with fixing clips or with bolts and nuts as required
including fixing of necessary butt hinges and screws and applying a
priming coat of approved steel primer.
kg
51.15
charge.(area of grill to be measured).
10.10
10.11
10.12
10.13
10.14
Providing and fixing pressed steel door frames confirming to IS:
4351manufactured from commercial mild steel sheet of 1.25 mm
thickness including hinges jamb, lock jamb, bead and if required angle
threshold of mild steel angle of section 50x25mm, or base ties of
1.25mm pressed mild steel welded or rigidly fixed together by
mechanical means, adjustable lugs with split end tail to each jamb
including steel butt hinges 2.5mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of
approved steel primer after pre-treatment of the surface as directed by
Engineer-in-charge:
10.14.1
Profile B
metre
251.90
10.14.2
Profile C
metre
271.65
SUBHEAD -10.0 STEEL WORK
164
Code
No
Description
10.14.3
10.15
10.16
Profile E
Providing and fixing M.S. Tubular frames for doors, windows,
ventilators and cupboard with L-Type section made of 1.60mm thick
M.S. Sheet, joints mitred and welded and grinded finish with profiles of
required size with 15x3mm lugs 10cm long embedded in cement
concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 20mm nominal size) or with wooden plugs and
screws or rawl plugs and screws or with fixing clips or with bolts and
nuts as required including fixing of necessary butt hinges and screws
and applying a priming coat of approved steel primers.
Unit
Rate
Rs.
metre
303.00
kg
92.25
Steel work in built up tubular trusses including cutting, hoisting fixing in
position and applying a priming coat of approved steel primer, welded
and bolted including special shaped washers etc. complete.
10.16.1
Hot finished welded type tubes.
kg
61.50
10.16.2
Hot finished seamless type tubes.
kg
66.35
10.16.3
Electric resistance or induction butt welded tubes.
kg
79.80
Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar
bent to shape with hooked ends in R.C.C. slabs, beams during laying
including painting the exposed portion of loop, all as per standard
design complete.
each
75.20
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for
ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm
thick M.S. sheet with its top surface hacked for proper bonding, top lid
shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm
dia. round headed screws, one lock at the corners. Clamp shall be
made of 12mm dia M.S. bar bent to shape as per standard drawing.
each
81.20
Providing and fixing M.S. round holding down bolts with nuts and
washer plates complete.
kg
52.05
10.20
Providing and fixing bolts including nuts and washers complete.
kg
62.75
10.21
Providing and fixing M.S. rivets of sizes in position.
kg
69.90
10.22
Welding by gas or electric plant including transportation of plant at site
etc. complete.
cm
1.45
Providing and fixing bright finished brass casement window fasteners
or peg stays to windows/ ventilators with necessary welding and
machine screws etc. complete.
kg
226.05
Providing and fixing 14 mm bright finished brass spring catch to steel
centre hung ventilators with necessary welding and machine screws
etc. complete.
each
27.65
kg
48.95
10.17
10.18
10.19
10.23
10.24
10.25
Steel work welded in built up sections/ framed work including cutting,
hoisting, fixing in position and applying a priming coat of approved steel
primer using structural steel etc. as required.
10.25.1
SUBHEAD -10.0 STEEL WORK
In stringers, treads, landings etc. of stair cases including use
of chequered plate wherever required, all complete.
165
Code
No
Description
10.25.2
10.26
In gratings, frames, guard bar, ladder, railings, brackets,
gates and similar works.
Unit
Rate
Rs.
kg
51.20
Providing and fixing hand rail of approved size by welding etc. to steel
ladder railing, balcony railing and staircase railing including applying a
priming coat of approved steel primer.
10.26.1
M.S. tube.
kg
62.35
10.26.2
E.R.W. tubes.
kg
82.25
10.26.3
G.I. pipes
kg
68.25
SUBHEAD -10.0 STEEL WORK
166
SUB HEAD : 11.0
FLOORING
167
BASIC RATES (SH: 11.0 FLOORING)
Code
No
Description
Unit
Rate
Rs.
0002
Hire charges of Concrete Mixer 0.14 cubic metre
Day
400.00
0013
Machine for rubbing of floors
Day
200.00
0100
Bandhani
Day
138.45
0101
Bhisti
Day
138.45
0103
Blacksmith 2nd class
Day
141.60
0111
Carpenter 1st class
Day
151.50
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0126
Mason (for ornamental stone work) 1st class
Day
151.50
0127
Driver (for Road Roller, Concrete Mixer, Truck etc.)
Day
151.50
0130
Mistry
Day
151.50
0139
Skilled Beldar (for floor rubbing etc.)
Day
138.45
0295
Stone Aggregate (Single size) : 20 mm nominal size
cum
700.00
0296
Stone Aggregate (Single size) : 12.5 mm nominal size
cum
700.00
0297
Stone Aggregate (Single size) : 10 mm nominal size
cum
700.00
0298
Stone Aggregate (Single size) : 06 mm nominal size
cum
750.00
0313
Blown type petroleum bitumen of penetration 85/25 of approved
quality
tonne
25,000.00
0367
Portland Cement
tonne
4,500.00
0368
White Cement
tonne
9,700.00
0682
Oxidised mild steel screws 50 mm
100 Nos
0784
Marble dust/ powder
cum
800.00
0785
Marble chips up to 4mm and downsize White & black
quintal
115.00
0788
Marble chips large size above 4 mm White & black
quintal
115.00
0874
Black colour dark shade pigment
kilogram
42.00
0875
Red, chocolate, orange, buff or yellow (red oxide of iron) light shade
pigment
kilogram
65.00
0876
Green or blue medium shade pigment
kilogram
45.00
0982
Coarse sand (zone III)
cum
600.00
0983
Fine sand (zone IV)
cum
320.00
1007
Structural steel such as tees ,angles channels and R.S. joists
quintal
SUB HEAD –11.0 FLOORING
169
40.00
3,100.00
Code
No
Description
Unit
1008
Flats up to 10 mm in thickness
quintal
1149
Glass strip 4 mm thick40 mm deep
metre
1164
Red sand stone slab 40mm thick (undressed)
sqm
120.00
1165
White sand stone slab 40mm thick (undressed)
sqm
140.00
1168
Kota stone slab 20 mm to 25 mm thick (semi-polished)
sqm
239.00
1187
First class teak wood in scantling
10 cudm
492.00
1190
Second class teak wood in planks
10 cudm
410.00
1194
Second class deodar wood in planks
10 cudm
335.00
1201
Precast terrazo tiles 22 mm thick (light shade)
sqm
198.00
1202
Precast terrazo tiles 22 mm thick(medium shade)
sqm
175.00
1203
Precast terrazo tiles 22 mm thick (dark shade)
sqm
170.00
1215
Welding by electric plant
cm
1227
Chequered terrazo tiles 22 mm thick(light shade)
sqm
230.00
1228
Chequered terrazo tiles 22 mm thick(medium shade)
sqm
200.00
1229
Chequered terrazo tiles 22 mm thick (dark shade)
sqm
170.00
1231
Extra for selected planks of second class teakwood
cudm
72.00
2201
Carriage of Bricks
1000 Nos
2202
Carriage of Stone aggregate below 40 mm nominal size
cum
53.21
2203
Carriage of Coarse sand
cum
53.21
2204
Carriage of Timber
cum
60.81
2205
Carriage of Steel
tonne
47.29
2209
Carriage of Cement
tonne
47.29
2211
Carriage of Tar bitumen
tonne
53.21
2216
Carriage of Stone blocks white & red sand stone & kota stone slab
tonne
47.29
2261
Carriage of Fine sand (1 part badarpur sand : 2 parts jamuna sand)
cum
53.21
2268
Carriage of Marble dust and marble chips
cum
53.21
2500
Extra for selected planks of second class deodar wood
10 cudm
59.00
2602
F.P.S. bricks class designation75
1000 Nos
2710
White marble makrana second quality plain veined stone pieces for
crazy flooring
quintal
105.00
2751
8 mm thick marble tiles (polished) Raj Nagar
sqm
294.00
6001
White marble slab Makrana second quality plain veined 18 mm thick
sqm
1,722.00
6007
Pink marble slab plain 18mm thick
sqm
546.00
6010
Udaipur green marble slab plain 18mm thick
sqm
580.00
6019
Black Zebra marble slab plain 18mm thick
sqm
415.00
SUB HEAD –11.0 FLOORING
170
Rate
Rs.
2,900.00
6.00
1.00
141.88
1,900.00
Code
No
Description
Unit
7024
Acid Proof cement
tonne
7070
Chequered precast cement concrete tiles 22mm thick using marble
chips of size 6mm - light shade using white cement
sqm
415.00
7071
White marble Raj Nagar plain 20 mm thick (slab area 0.10 sqm to
0.20 sqm)
sqm
415.00
7077
Acid and alkali resistant tiles 300x300 mm size, 10 mm thick
10 Nos
460.00
7236
Precast chequered cement tiles 22 mm thick Dark shade using
ordinary cement
sqm
193.00
7237
Precast chequered cement tiles 22mm thick medium shade using
50% white cement, 50% ordinary cement
sqm
305.00
7254
Hardening compound
litre
29.00
7800
Ceramic Glazed Tiles Ist quality minimum thickness 5mm in all
colours shades and designs except burgundy, bottle green, black
Sq.m.
268.00
7801
Ceramic Glazed Tiles Ist quality 300 x 300mm or more in all shades
and designs of White, Ivory, grey, Fume Red brown etc.
Sq.m.
320.00
7802
Ceramic Glazed Tiles Ist quality 300 x 300 or more in all shades
designs except White, Ivory, Grey, Fume Red Brown etc.
Sq.m.
347.00
7803
Rectified Ceramic Glazed Tiles Ist quality 300 x 300 mm or more in
all shades designs White, Ivory, Grey, Fume Red Brown etc.
Sq.m.
462.00
7804
Rectified Ceramic Glazed Tiles Ist quality 300 x 300 mm or more in
all shades designs except White, Ivory, Grey, Fume Red Brown etc.
Sq.m.
496.00
7850
Agaria White marble slab plain 18mm thick
sqm
1000.00
8620
Vitrified floor tile 50x50 cm
sqm
645.00
8621
Vitrified floor tile 60x60 cm
sqm
700.00
8622
Vitrified floor tile 80x80 cm
sqm
1076.00
8623
Vitrified floor tile 100x100 cm
sqm
1290.00
8731
High polymer modified quickset tile adhesive.
per kg
9999
Sundries
L.S.
SUB HEAD –11.0 FLOORING
171
Rate
Rs.
7,400.00
13.75
1.00
11.0 FLOORING
Code
No
Description
11.1
Brick on edge flooring with bricks of class designation 75 including
cement slurry etc. complete in cement mortar with F.P.S. bricks:
11.2
11.3
11.5
11.6
1:4 (1 cement : 4 coarse sand)
sqm
326.00
11.1.2
1:6 (1cement : 6 coarse sand)
sqm
296.20
sqm
208.90
sqm
192.95
52 mm thick cement concrete flooring with concrete hardener topping
under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12
mm thick cement hardener consisting of mix 1:2 (1 cement hardener
mix : 2 graded stone aggregate 6 mm nominal size) by volume
.hardening compound is mixed @ 2 litre per 50kg of cement or as per
manufacturers specifications. This includes cost of cement slurry, but
excluding the cost of nosing of steps etc. complete.
sqm
286.55
62 mm thick cement concrete flooring with concrete hardener topping
under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20mm nominal size) and top layer
12mm thick cement hardener consisting of mix 1:2 (1 cement hardener
mix : 2 graded stone aggregate 6mm nominal size) by volume.
Hardening compound is mixed @ 2 litre per 50kg of cement or as per
manufactures specifications. This includes cost of cement slurry, but
excluding the cost of nosing of steps etc. complete.
sqm
318.65
sqm
168.50
Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size) including finishing
complete.
cum
3,695.95
Extra for making chequers of approved pattern on cement concrete
floors, steps, landing, pavements etc.
sqm
13.15
Dry brick on edge flooring in required pattern with bricks of class
designation 75 on a bed of 12 mm mud mortar including filling joints
with Jamuna sand (with F.P.S. bricks) complete.
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate) finished with a floating coat of neat cement including
cement slurry, but excluding the cost of nosing of steps etc. complete.
11.8
40mm thick with 20mm nominal size stone aggregate.
Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1
cement : 3 coarse sand) finished with a floating coat of neat cement.
11.6.1
11.7
18 mm thick.
TERRAZO FLOORING
11.9
Rate
Rs.
11.1.1
11.3.1
11.4
Unit
40 mm thick marble chips flooring rubbed and polished to granolithic
finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top
layer 6mm thick with white, black, chocolate, grey, yellow or green
marble chips of sizes from 1mm to 4mm nominal size laid in cement
marble powder mix 3:1 (3 cement : 1 marble powder) by weight in
SUBHEAD -11.0 FLOORING
172
Code
No
Description
Unit
Rate
Rs.
proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by
volume including cement slurry etc. complete :
11.10
11.11
11.12
11.9.1
Dark shade pigment with ordinary cement.
sqm
305.75
11.9.2
Light shade pigment with white cement.
sqm
337.80
11.9.3
Medium shade pigment with 50% white cement and 50%
ordinary cement.
sqm
319.00
11.9.4
White cement without any pigment.
sqm
317.10
11.9.5
Light shade pigment with ordinary cement.
sqm
313.35
11.9.6
Ordinary cement without any pigment.
sqm
291.05
40 mm thick marble chips flooring, rubbed and polished to granolithic
finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top
layer 9mm thick with white, black, chocolate, grey, yellow or green
marble chips of sizes from 4mm to 7mm nominal size laid in cement
marble powder mix 3:1 (3 cement : 1 marble powder) by weight in
proportion of 4:7 (4 cement marble powder : 7 marble chips) by volume
including cement slurry etc. complete.
11.10.1
Dark shade pigment with Ordinary cement.
sqm
318.25
11.10.2
Light shade pigment with white cement.
sqm
364.00
11.10.3
Medium shade pigment with 50% white cement and 50%
ordinary cement.
sqm
337.10
11.10.4
White cement without any pigment.
sqm
335.85
11.10.5
Light shade pigment with ordinary cement.
sqm
325.85
11.10.6
Ordinary cement without any pigment.
sqm
297.85
40 mm thick marble chips flooring, rubbed and polished to granolithic
finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top
layer 12mm thick with white, black, chocolate, grey yellow or green
marble chips of sizes from 7mm to 10mm nominal size laid in cement
marble powder mix 3:1 (3 cement : 1 marble powder) by weight in
proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by
volume including cement slurry etc. complete :
11.11.1
Dark shade pigment with ordinary cement.
sqm
336.55
11.11.2
Light shade pigment with white cement.
sqm
400.60
11.11.3
Medium shade pigment with 50% white cement and 50%
ordinary cement.
sqm
363.00
11.11.4
White cement without any pigment.
sqm
357.10
11.11.5
Light shade pigment with ordinary cement.
sqm
351.70
11.11.6
Ordinary cement without any pigment.
sqm
308.15
Marble chips skirting (up to 30 cm height) rubbed and polished to
granolithic finish, top layer 6 mm thick with white, black, chocolate,
SUBHEAD -11.0 FLOORING
173
Code
No
Description
Unit
Rate
Rs.
grey, yellow or green marble chips of sizes from smallest to 4 mm
nominal size laid in cement marble powder mix 3:1 (3 cement : 1
marble powder) by weight in proportion of 4:7 (4 cement marble powder
mix : 7 marble chips) by volume :
11.13
11.12.1
18 mm thick with under layer 12 mm thick in cement
plaster 1:3 (1 cement : 3 coarse sand) :
11.12.1.1
Dark shade pigment with ordinary cement.
sqm
360.90
11.12.1.2
Light shade pigment with white cement.
sqm
392.95
11.12.1.3
Medium shade pigment with 50% white cement and 50%
ordinary cement.
sqm
374.15
11.12.1.4
White cement without any pigment.
sqm
372.25
11.12.1.5
Light shade pigment with ordinary cement.
sqm
368.50
11.12.1.6
Ordinary cement without any pigment.
sqm
346.20
metre
17.60
sqm
14.35
sqm
482.45
Providing and fixing glass strips in joints of terrazo/ cement concrete
floors.
11.13.1
11.14
11.15
40 mm wide and 4 mm thick.
Extra for laying terrazo flooring on staircase treads not exceeding 30
cm in width including cost of forming, nosing etc.
Crazy marble stone flooring including filling the gaps with light shade
pigment with white cement marble powder mixture (3 parts of white
cement : 1 part of marble powder) by weight in proportion of 4:7 (4
cement marble powder mix : 7 white, black or white and black marble
chips of sizes from 1mm to 4mm nominal size by volume) and under
layer 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 12.5 mm nominal size) rubbing, polishing and
cement slurry etc. complete :
11.15.1
18 mm thick crazy marble stone white, black or as
specified.
TILE FLOORING
11.16
11.17
Precast terrazo tiles 22mm thick with graded marble chips of size upto
12mm laid in floors, and landings, jointed with neat cement slurry mixed
with pigment to match the shade of the tiles including rubbing and
polishing complete with precast tiles on 20mm thick bed of cement
mortar 1:4 (1 cement :4 coarse sand) :
11.16.1
Light shade using white cement.
sqm
566.95
11.16.2
Medium shade using 50%white cement and 50% ordinary
cement.
sqm
517.10
11.16.3
Dark shade using ordinary cement.
sqm
496.35
11.16.4
Ordinary cement without any pigment.
sqm
467.50
Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in
width.
SUBHEAD -11.0 FLOORING
174
sqm
17.55
Code
No
Description
11.18
Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto
12 mm in skirting and risers of steps not exceeding 30 cm in height on
12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) jointed with
neat cement slurry mixed with pigment to match the shade of the tiles,
including rubbing and polishing complete with tiles of :
11.19
11.20
11.21
11.22
Unit
Rate
Rs.
11.18.1
Light shade using white cement.
sqm
665.75
11.18.2
Medium shades using 50% white cement and 50%
ordinary cement.
sqm
605.70
11.18.3
Dark shade using ordinary cement.
sqm
577.80
11.18.4
Ordinary cement without any pigment.
sqm
548.90
Chequered terrazo tiles 22 mm thick with graded marble chips of size
up to 6 mm in floors jointed with neat cement slurry mixed with pigment
to match the shade of the tiles including rubbing and polishing complete
on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :
11.19.1
Light shade using white cement.
sqm
607.80
11.19.2
Medium shade using 50% white cement, 50% ordinary
cement.
sqm
549.05
11.19.3
Dark shade using ordinary cement.
sqm
496.35
11.19.4
Ordinary cement without any pigment.
sqm
467.55
Chequerred precast cement concrete tiles 22 mm thick in footpath &
courtyard jointed with neat cement slurry mixed with pigment to match
the shade of tiles including rubbing and cleaning etc. complete on 20
mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
11.20.1
Light shade using white cement.
sqm
775.45
11.20.2
Medium shade using 50% white cement 50% Grey
cement.
sqm
613.25
11.20.3
Dark shade using ordinary cement.
sqm
454.60
11.20.4
Ordinary cement without any pigment.
sqm
425.70
sqm
873.00
sqm
909.15
Providing and fixing 10mm thick acid and/or alkali resistant tiles of
approved make and colour using acid and/or alkali resisting mortar
bedding and joints filled with acid and/or alkali resisting cement as per
IS : 4457 complete as per the direction of Engineer-in- Charge.
11.21.1
In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof
cement : 4 coarse sand).
11.21.1.1
Acid and alkali resistant tile.
11.21.2
In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof
cement : 4 coarse sand).
11.21.2.1
Acid and alkali resistant tile.
Tile work in skirting, risers of steps and dado (up to 2 m height) over 12
mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and
jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white
SUBHEAD -11.0 FLOORING
175
Code
No
Description
Unit
Rate
Rs.
sqm
570.40
cement mixed with pigment of matching shade complete.
11.22.1
Marble tiles (polished) Raj Nagar.
11.22.1.1
8 mm thick.
STONE FLOORING
11.23
Marble stone flooring with 18mm thick marble stone (sample of marble
shall be approved by Engineer-in-charge) over 20 mm (average) thick
base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed
with grey cement slurry including rubbing and polishing complete with :
11.23.1
Makrana white second quality.
sqm
2,637.95
11.23.2
Raj Nagar plain.
sqm
892.15
11.23.3
Agaria White
sqm
1,673.55
11.23.4
Black Zebra.
sqm
892.15
11.23.5
Udaipur green marble
sqm
1,112.55
11.23.6
Pink plain marble.
sqm
1,067.15
11.24
Extra for pre finished nosing to treads of steps of marble stone.
11.25
Extra for marble stone flooring in treads of steps and risers using single
length up to 2.00 metre .
metre
105.20
sqm
122.35
sqm
694.40
sqm
676.75
KOTA STONE FLOORING
11.26
Kota stone slab flooring over 20 mm (average) thick base laid over and
jointed with grey cement slurry mixed with pigment to match the shade
of the slab including rubbing and polishing complete with base of
cement mortar 1 : 4 (1 cement : 4 coarse sand) :
11.26.1
11.27
25 mm thick.
Kota stone slabs 25 mm thick in risers of steps, skirting, dado and
pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3
coarse sand) and jointed with grey cement slurry mixed with pigment to
match the shade of the slabs, including rubbing and polishing complete.
SAND STONE FLOORING
11.28
11.29
40 mm thick fine dressed stone flooring over 20 mm (average) thick
base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints
finished flush.
11.28.1
Red sand stone
sqm
309.40
11.28.2
White sand stone
sqm
334.95
40 mm thick fine dressed stone flooring over 20 mm (average)thick
base of cement mortar 1:5 (1 cement : 5 coarse sand) including
pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an
admixture of pigment to match the shade of stone.
11.29.1
Red sand stone
sqm
353.75
11.29.2
White sand stone
sqm
379.30
SUBHEAD -11.0 FLOORING
176
Code
No
Description
11.30
40 mm thick rubbed stone flooring over 20 mm (average) thick base of
cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm thick,
side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed
with pigment to match the shade of stone and pointing with same
mortar
11.31
11.32
Unit
Rate
Rs.
11.30.1
Red sand stone
sqm
386.65
11.30.2
White sand stone
sqm
412.20
Extra for pre finished nosing in treads of steps of Kota stone/ sand
stone slab.
metre
26.40
Extra for Kota stone/ sand stone in treads of steps and risers using
single length up to 1.05 metre .
sqm
6.45
WOODEN FLOORING
11.33
11.34
11.35
25mm wooden planking, tongued and grooved in flooring including
fixing with iron screws complete with :
11.33.1
Second class teak wood
sqm
1,752.50
11.33.2
Second class deodar wood
sqm
1,433.70
38mm thick wood block flooring of first class teak wood laid over 25mm
thick leveling layer of cement concrete 1:2:4 (1 cement : 2 coarse sand
: 4 graded stone aggregate 10mm nominal size) to be paid separately
coated with a thin layer of hot bitumen (blown type) @ 2.45 kg per sqm.
including fixing blocks in position after dipping in hot bitumen (blown
type) up to half depth, planed, levelled smooth and finished complete.
sqm
3,528.10
Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs
of M.S. flat 10x5 mm 10cm long forked at end 60cm apart (minimum
three lugs to be provided) including necessary welding and applying a
priming coat of approved primer on exposed surface etc. complete.
kilogram
48.05
Providing and fixing Ist quality ceramic glazed wall tiles conforming to
IS : 15622 (thickness to be specified by the manufacturer ) of approved
make in all colours, shades except burgundy, bottle green, black of any
size as approved by Engineer-in-Charge in skirting, risers of steps and
dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse
sand) and jointing with grey cement slurry @ 3.3kg per sqm including
pointing in white cement mixed with pigment of matching shade
complete.
sqm
556.60
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness
to be specified by the manufacturer) of 1st quality conforming to IS :
15622 of approved make in colours such as White, Ivory, Grey, Fume
Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4
Coarse sand) including pointing the joints with white cement and
matching pigment etc., complete.
sqm
598.65
CERAMIC GLAZED TILES
11.36
11.37
SUBHEAD -11.0 FLOORING
177
Code
No
Description
Unit
Rate
Rs.
11.38
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness
to be specified by the manufacturer) of 1st quality conforming to IS :
15622 of approved make in all colours, shades, except White, Ivory,
Grey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4
(1 Cement : 4 Coarse sand) including pointing the joints with white
cement and matching pigments etc., complete.
sqm
630.80
Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or
more (thickness to be specified by the manufacturer) of 1st quality
conforming to IS : 15622 of approved make in colours White, Ivory,
Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1
Cement : 4 Coarse sand) including grouting the joints with white cement
and matching pigments etc., complete.
sqm
759.90
Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or
more (thickness to be specified by the manufacturer) of 1st quality
conforming to IS : 15622 of approved make in all colours, shades,
except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick
Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the
joints with white cement and matching pigments etc., complete.
sqm
800.40
11.39
11.40
VITRIFIED FLOOR TILES
11.41
11.42
11.43
Providing and laying vitrified floor tiles in different sizes (thickness to be
specified by the manufacturer) with water absorption's less than 0.08%
and conforming to IS : 15622 of approved make in all colours and
shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse
sand) including grouting the joints with white cement and matching
pigments etc., complete.
11.41.1
Size of Tile 50x50 cm
sqm
966.35
11.41.2
Size of Tile 60x60 cm
sqm
1031.85
11.41.3
Size of Tile 80x80 cm
sqm
1478.30
11.41.4
Size of Tile 100x100 cm
sqm
1733.05
Deduct for not using 20mm thick cement mortar 1:4 (1 cement : 4
coarse sand) bedding in laying of floor tiles.
sqm
233.95
Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high
polymer modified quick-set tile adhesive (Water based) conforming to
IS: 15477 , using 5kg. adhesive per sqm of tile area, in average 3mm
thickness.
sqm
224.70
SUBHEAD -11.0 FLOORING
178
SUB HEAD : 12.0
ROOFING
179
BASIC RATES (SH: 12.0 ROOFING)
Code
No
Description
Unit
Rate
Rs.
0100
Bandhani
Day
138.45
0101
Bhisti
Day
138.45
0102
Blacksmith 1st class
Day
151.50
0103
Blacksmith 2nd class
Day
141.60
0111
Carpenter 1st class
Day
151.50
0112
Carpenter 2nd class
Day
141.60
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0116
Fitter (grade 1)
Day
151.50
0117
Assistant Fitter or 2nd class Fitter
Day
141.60
0122
Mason (for plaster of paris work) 1st class
Day
151.50
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0128
Mate
Day
138.45
0130
Mistry
Day
151.50
0131
Painter
Day
141.60
0155
Mason (average)
Day
146.55
0222
Seam bolts and nuts 6 mm dia and 25 mm long
10 Nos
0223
Non - Asbestos fibre cement corrugated sheet 6mm thick.
sqm
205.00
0224
Non - Asbestos fibre cement close fitting adjustable ridge.
metre
203.00
0225
Non - Asbestos fibre cement corrugate serrated adjustable ridge.
metre
174.00
0226
Non - Asbestos fibre cement plain wing adjustable ridge.
metre
188.00
0227
Non - Asbestos fibre cement unserrated adjustable ridge for hips.
metre
195.00
0228
Non - Asbestos fibre cement corrugated appron piece.
metre
126.00
0229
Non - Asbestos fibre cement eaves filler piece.
each
93.00
0230
Non - Asbestos fibre cement north light curves.
metre
197.00
0231
Non - Asbestos fibre cement ventilator curves.
each
267.00
0232
Non - Asbestos fibre cement barge boards 6 mm thick.
metre
232.00
0233
Non - Asbestos fibre cement ridge finial .
pair
84.00
0234
Non - Asbestos fibre cement special north light curves.
each
275.00
0235
Non - Asbestos fibre cement S type louvers.
each
161.00
0236
Non - Asbestos multi purpose fibre cement board 6mm thick.
sqm
180.00
0295
Stone Aggregate (Single size) : 20 mm nominal size
cum
700.00
SUB HEAD –12.0 ROOFING
181
30.00
Code
No
Description
Unit
Rate
Rs.
0297
Stone Aggregate (Single size) : 10 mm nominal size
cum
700.00
0308
Bhusa
quintal
200.00
0309
Paving bitumen S-90 of approved quality
tonne
0314
Bitumen hot sealing compound : grade A
kilogram
0328
White face insulating board:12 mm thick
sqm
239.00
0332
Natural colour insulating board:12 mm thick
sqm
175.00
0336
Flame retardant face insulating board: 12 mm thick
sqm
208.00
0341
Flat pressed 3 layer particle board (medium density) Grade I :12 mm
thick
sqm
258.00
0367
Portland Cement
tonne
0370
Coal (steam)
quintal
0452
Brass screws 25 mm
100 Nos
76.00
0637
Bright finished or black enamelled mild steel screws 40 mm
100 Nos
30.00
0765
Hessian cloth
sqm
10.00
0771
Kerosene oil
litre
19.00
0811
Mud (dry)
cum
20.00
0845
Roofing paint for iron sheets in red colour
litre
95.00
0865
Pig lead
kilogram
58.00
0869
Plaster of Paris
kilogram
2.50
0870
Plug
each
6.00
0886
Standard holder bat clamps for sand cast iron or cast iron pipes 150
mm dia
each
20.00
0966
Sand Cast iron plain shoe 150 mm dia
each
222.00
0982
Coarse sand (zone III)
cum
600.00
0992
Galvanised steel plain sheets
quintal
0994
Standard quality hard board sheet 3 mm thick
sqm
103.00
0996
Standard quality hard board sheet 4.5 mm thick
sqm
120.00
1001
Spun yarn
kilogram
1008
Flats up to 10 mm in thickness
quintal
1015
Mild steel expanded metal 20x60 mm strands
sqm
1022
Galvanised steel bolts & nuts 6 mm dia and 25 mm long round head
with slots
10 Nos
9.00
1023
Galvanised steel J or L hooks 8 mm dia
10 Nos
58.00
1024
Galvanised steel bolts & nuts 10 mm dia and 125 mm long round
head with slots
each
1025
Mild steel bolts 6 mm dia and 25 mm long with hexagonal head
10 Nos
SUB HEAD –12.0 ROOFING
182
22,500.00
20.00
4,500.00
300.00
3,450.00
30.00
2,900.00
200.00
7.00
18.00
Code
No
Description
Unit
Rate
Rs.
1031
Galvanised steel bolts & nuts 10 mm dia and 27 cm long both sides
threaded with 4 galvanised steel nuts
each
13.00
1032
Galvanised steel bolts 10 mm dia and 7 cm long with nuts
each
9.00
1174
Red sand stone slab 45 mm and 50 mm thick (un-dressed)
sqm
145.00
1175
White sand stone slab 45 mm and 50 mm thick (un-dressed)
sqm
160.00
1190
Second class teak wood in planks
10 cudm
410.00
1196
First class kail wood in planks
10 cudm
186.00
1207
G.I. Limpet washer
100 Nos
20.00
1208
Bitumen washer
100 Nos
18.00
1209
G.I. plain washer thick
100 Nos
27.00
1210
G.I. plain washer thin
100 Nos
20.00
1211
G.I. plain washer for seam bolts
100 Nos
21.00
1213
Water proofing materials
kilogram
20.00
1219
Wire nails
kilogram
40.00
1220
Wire mesh (rabbit)
sqm
38.00
1331
M.S. Holder bat clamp of approved design for 100 mm S.C.I. pipe
each
13.00
1984
F.P.S. bricks tile class designation 100
1000 Nos
2202
Carriage of Stone aggregate below 40 mm nominal size
cum
53.21
2203
Carriage of Coarse sand
cum
53.21
2204
Carriage of Timber
cum
60.81
2205
Carriage of Steel
tonne
47.29
2207
Carriage of Brick tiles
1000 Nos
85.13
2209
Carriage of Cement
tonne
47.29
2211
Carriage of Tar bitumen
tonne
53.21
2216
Carriage of Stone blocks white & red sand stone & kota stone slab
tonne
47.29
2273
Carriage of A.C. sheet and accessories
tonne
47.29
2302
Carriage of G.I. sheet and accessories
tonne
47.29
2308
Carriage of Plaster of paris
tonne
47.29
3002
Poly vinyle chloride sheet 400 micron thick
sqm
26.00
3004
Stone ware spouts 100 mm dia 60 cm long
each
28.00
3050
Galvanised steel corrugated sheets
quintal
4009
Mild steel tubes hot finished welded type
kilogram
38.00
4202
Red oxide Zinc chromate primer
litre
58.00
7009
Gypsum board
sqm
140.00
7010
Ceiling sections
metre
SUB HEAD –12.0 ROOFING
183
1,950.00
3,650.00
36.00
Code
No
Description
Unit
7011
Perimetre channel
metre
23.00
7012
Intermediate channel
metre
38.00
7013
Ceiling angle
metre
16.00
7014
Connecting clips
each
5.00
7015
Soffit cleat
each
3.00
7016
Joint filler
kilogram
19.00
7017
Joint finisher
kilogram
22.00
7018
Joint tape roll
roll
7019
Dash fastener/chemical fastener
each
8.00
7020
All drive screws ( for gypsum board)
Nos
40.00
7021
Primer ( for gypsum board)
litre
76.00
7090
Expanded polystyrene type N- Normal
sqm
108.00
7091
Expanded polystyrene type - SE
sqm
131.00
7187
C.I. grating 150 mm dia. (Weighing not less than 440 gm)
each
16.00
7188
U-PVC pipes (working pressure 4 kg / cmý) Single socketed pipe 75
mm dia.
metre
58.00
7189
U-PVC pipes (working pressure 4 kg / cmý) Single socketed pipe 110
mm dia.
metre
112.00
7190
U-PVC pipes (working pressure 4 kg / cmý) Rubber (Seal) Ring 75
mm dia.
each
14.00
7191
U-PVC pipes (working pressure 4 kg / cmý) Rubber (Seal) Ring 110
mm dia.
each
17.00
7192
UPVC coupler for UPVC drainage pipes 75 mm
each
30.00
7193
UPVC coupler for UPVC drainage pipes 110 mm
each
40.00
7194
UPVC push fit coupler (single) 75 mm thick
each
47.00
7195
UPVC push fit coupler (single) 110 mm thick
each
72.00
7196
UPVC single equal Tee (with door) 75x75x75 mm
each
83.00
7197
UPVC single equal Tee (with door) 110x110x110 mm
each
115.00
7198
UPVC single equal Tee (with door) 75x75x75 mm
each
100.00
7199
UPVC single equal Tee (with door) 110x110x110 mm
each
160.00
7208
UPVC bend 87.5o 75 mm bend
each
50.00
7209
UPVC bend 87.5o 110 mm bend
each
85.00
7212
UPVC plain shoe 75 mm bend
each
105.00
7213
UPVC plain shoe 110 mm bend
each
196.00
7214
UPVC pipe clip 75 mm bend
each
15.00
7215
UPVC pipe clip 110 mm bend
each
30.00
SUB HEAD –12.0 ROOFING
184
Rate
Rs.
120.00
Code
No
Description
Unit
Rate
Rs.
7231
Resin Bonded Glass wool 16 kg/m³ 50 mm thick
sqm
114.00
7232
Resin Bonded Glass wool 24 kg/m³ 50 mm thick
sqm
163.00
7266
Pressed clay tiles 20 mm thick 250x250 mm size
1000 Nos
7267
Plain ceiling tiles (BWP type phenol formaldehyde synthetic resin
bonded) (600x600x12 mm)
each
90.00
7268
Semi perforated ceiling tiles (600x600x12 mm)
each
90.00
7385
3 mm thick translucent white acrylic plastic sheet
sqm
515.00
7386
12 thick particle board ceiling tile
sqm
225.00
7857
P.T.M.T. Grating square slit 150mm
each
70.00
7904
Machine moulded tile bricks of class designation 125
1000 Nos
8611
Main T ceiling sections 24x38x0.3 mm (3 metre long)
each
162.00
8612
Perimeter wall angle 21x21x0.3 mm (3 metre long)
each
102.00
8613
Intermediate cross T-Section 24x25x0.3 mm (1.2 mtr long)
each
62.00
8614
Intermediate cross T-Section 24x25x0.3 mm (0.6 mtrs long)
each
29.00
8615
Hanger rod 4 mm thick
each
5.00
8616
Adjustment clip
each
4.40
8617
Soffit cleat
each
2.30
8618
Dash fastener 6 mm dia 50 mm long
each
8.00
8667
UV stabilised 2 mm thick plain FRP sheet .
sqm
400.00
8668
UV stabilised 2 mm thick corrugated FRP sheet .
sqm
474.00
8669
Mangalore ridge tiles 20mm thick.
each
25.00
8670
Manglore tiles 20mm thick.
each
9.50
8671
Pre coated galvanised iron profile sheet 0.50 mm TCT
sqm
325.00
8672
Pre coated galvanised steel plain ridges.
metre
330.00
8673
Pre coated galvanised steel flashings/aprons.
metre
330.00
8674
Pre coated galvanised steel gutter
metre
360.00
8675
Pre coated galvanised steel north light curves.
metre
360.00
8676
Pre coated galvanised steel barge board.
metre
330.00
8677
Pre coated galvanised steel crimp curve
sqm
420.00
9999
Sundries
L.S.
1.00
SUB HEAD –12.0 ROOFING
185
8,900.00
2,717.00
12.0 ROOFING
Code
No
Description
12.1
Providing corrugated G.S. sheet roofing including vertical/curved
surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm
diameter with bitumen and G.I. limpet washers or with G.I. limpet
washers filled with white lead and including a coat of approved steel
primer and two coats of approved paint on overlapping of sheets
complete (up to any pitch in horizontal/ vertical or curved surfaces)
excluding the cost of purlins, rafters and trusses and including cutting to
size and shape wherever required.
12.2
12.3
12.4
12.5
Rate
Rs.
12.1.1
1.00mm thick with zinc coating not less than 275gm/m²
sqm
612.85
12.1.2
0.80mm thick with zinc coating not less than 275gm/m²
sqm
515.30
12.1.3
0.63 mm thick with zinc coating not less than 275gm/ m²
sqm
432.25
Extra for straight cutting in C.G.S. sheet roofing for making opening of
area exceeding 40 sq. decimeter for chimney stacks, sky light etc. :
12.2.1
1.00 mm thick
metre
16.65
12.2.2
0.80 mm thick
metre
13.30
12.2.3
0.63 mm thick
metre
13.30
Extra for circular cutting in C.G.S. sheet roofing for making opening of
area exceeding 40 square decimeter :
12.3.1
1.00 mm thick
metre
97.65
12.3.2
0.80 mm thick
metre
78.00
12.3.3
0.63 mm thick
metre
78.00
Providing ridges or hips of width 60 cm over all width plain G.S. sheet
fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia. G.I.
limpet and bitumen washers complete.
12.4.1
0.80mm thick with zinc coating not less than 275gm/m²
metre
313.60
12.4.2
0.63mm thick with zinc coating not less than 275gm/m²
metre
270.95
metre
617.45
metre
223.55
Providing valleys of 90cm wide overall in plain G.S. sheet fixed with
polymer coated J, or L hooks, bolts and nuts 8mm dia.. G.I. limpet and
bitumen washers complete :
12.5.1
12.6
Unit
1.60mm thick with zinc coating not less than 350gm/m²
Providing flashing of 40 cm over all width in plain, G.S. sheet fixed with
polymer coated J, or L hooks, bolts and nuts, G.I. limpet and bitumen
washer complete, bent to shape and fixed in wall with cement mortar
1:3 (1cement : 3 coarse sand).
12.6.1
SUBHEAD -12.0 ROOFING
1.00mm thick with zinc coating not less than 275gm/m²
186
Code
No
Description
12.7
Providing and fixing 15 cm wide 45 cm over all semi circular plain G.S.
sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers
etc. including making necessary connections with rain water pipes
complete.
Unit
Rate
Rs.
12.7.1
0.80mm thick with zinc coating not less than 275gm/m²
metre
283.70
12.7.2
0.63mm thick with zinc coating not less than 275gm/m²
metre
248.20
Providing non-asbestos high impact Polypropylene reinforced cement
6mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch
and fixing with polymer coated J, or L hooks, bolts and nuts 8mm dia.
G.I. plain and bitumen washers or with self drilling fastener and EPDM
washers etc. complete excluding the cost of purlins, rafters and trusses:
corrugated sheets and including cutting to size and shape wherever
required.
sqm
294.95
Extra for straight cutting in non- asbestos polypropylene reinforced
cement corrugated, semi-corrugated 6 mm thick sheet roofing for
making openings of area exceeding 40 square decimeter for chimney
stacks, skylights etc.
metre
13.30
Extra for circular cutting in non-asbestos polypropylene reinforced
cement corrugated/semi-corrugated 6 mm thick sheet roofing for
making openings of area exceeding 40 square decimeter.
metre
36.80
12.11
Extra for providing and fixing wind ties of 40x 6mm flat iron section.
metre
73.65
12.12
Providing and fixing ridges and hips in non-asbestos fibre cement high
impact polypropylene reinforced roofing with suitable fixing accessories
or self drilling fastener and EPDM washer etc. complete.
NON AC SHEET ROOFING
12.8
12.9
12.10
12.12.1
Corrugated serrated adjustable ridges
metre
263.15
12.12.2
Plain wing adjustable ridges
metre
282.70
12.12.3
Close fitting adjustable ridges
metre
348.75
12.12.4
Unserrated adjustable hips
metre
292.10
metre
180.05
NON AC ACCESSORIES
12.13
Providing and fixing non-asbestos fibre cement high impact
polypropylene reinforced roofing accessories in all colours with polymer
coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts,
G.I. plain and bitumen washers or with self drilling fastener and EPDM
washer etc. complete:
12.13.1
SUBHEAD -12.0 ROOFING
Corrugated apron pieces
187
Code
No
12.14
12.15
Description
Eave's filler pieces
metre
121.95
12.13.3
North light curves
metre
268.10
12.13.4
ventilator curves
metre
353.95
12.13.5
Barge boards
metre
304.00
12.13.6
Ridge finials
pair
115.00
12.13.7
Special north light curves
each
362.05
12.13.8
S type louvers
metre
175.35
metre
22.45
sqm
63.00
sqm
220.85
sqm
254.70
sqm
5.15
sqm
184.35
sqm
298.10
Providing flat iron brackets 50x3mm size with necessary bolts, nuts and
washers etc. for fixing asbestos cement/G.S. sheets gutters with
purlins.
Painting top of roofs with bitumen of approved quality at 17kg per 10
sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm
including cleaning the slab surface with brushes and finally with a piece
of cloth lightly soaked in kerosene oil complete :
With residual type petroleum bitumen of penetration 80/100
10 cm thick (average) mud phaska of damped brick earth on roofs laid
to slope consolidated and plastered with 25 mm thick mud mortar mixed
with bhusa at 35 kg per cum of earth and gobri leaping with mix 1:1 (1
clay : 1 cow dung) and covered with flat tile bricks of class designation
100 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with
2% of integral water proofing compound by weight of cement and
finished neat :
12.16.1
12.17
With F.P.S. brick tiles
10cm thick (average) mud phaska of damped brick earth on roofs laid
to slope consolidated and plastered with 25mm thick mud mortar with
bhusha at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay :
1 cow-dung) and covered with machine moulded tile bricks of class
designation 125 conforming to IS : 2690 (Part I) -1992 grouted with
cement mortar 1:3 ( 1 cement : 3 fine sand ) mixed with 2% of integral
water proofing compound by weight of cement and finished neat.
12.17.1
With machine moulded F.P.S. brick tiles
12.18
Extra for every additional 1 cm thickness of mud phaska
12.19
Providing and laying brick tiles of class designation 100 over mumty
roofs grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed
with 2% of integral water proofing compound by weight of cement, over
a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and
finished neat :
12.19.1
12.20
Rate
Rs.
12.13.2
12.15.1
12.16
Unit
With F.P.S. brick tiles
Providing and laying pressed clay tiles (as per approved pattern 20 mm
nominal thickness and of approved size) on roofs jointed with cement
mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water
SUBHEAD -12.0 ROOFING
188
Code
No
Description
Unit
Rate
Rs.
metre
67.35
each
108.00
sqm
283.30
sqm
302.45
sqm
311.40
sqm
393.15
sqm
353.55
sqm
417.10
proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1
cement : 4 coarse sand) and finished neat complete.
12.21
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 stone aggregate 10mm and down gauge) including
finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per
standard design :
12.21.1
12.22
12.23
In 75x75mm deep chase
Making khurras 45x45 cm with average minimum thickness of 5 cm
cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate of 20 mm nominal size) over P.V.C. sheet
1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement :
3 coarse sand) and a coat of neat cement rounding the edge sand
making and finishing the outlet complete.
Providing sand stone slab for roofing and laying them in cement mortar
1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens
(Karries and battens to be paid separately) including pointing the ceiling
joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete :
12.23.1
Red sand stone slab
12.23.1.1
40 to 50 mm thick
12.23.2
White sand stone slab :
12.23.2.1
40 to 50 mm thick
CEILING
12.24
12.25
Providing and fixing insulating board ceiling of approved quality with
necessary nails etc. complete (frame work to be paid separately) :
12.24.1
Natural colour insulating board
12.24.1.1
12 mm thick
12.24.2
White face insulating board
12.24.2.1
12 mm thick
12.24.3
Flame retardant face insulating board
12.24.3.1
12 mm thick
Providing and fixing flat pressed 3 layer medium density particle board
or graded particle board (Grade I) IS: 3087 marked in ceiling with
necessary nails etc. complete (frame work to be paid separately) :
12.25.1
12.26
12 mm thick
Providing and fixing plain Multipurpose Cement board ( High Pressure
steam cured ) as per IS : 14862 : 2000 ) with suitable fibre cement
SUBHEAD -12.0 ROOFING
189
Code
No
Description
Unit
Rate
Rs.
sqm
317.45
metre
186.40
metre
92.55
metre
102.75
metre
97.80
screw in ceiling etc. complete (frame work to be paid separately) :
12.26.1
12.27
6 mm thick cement board
Extra for Circular cutting and waste in ceiling with:
12.27.1
2nd class teak wood planks 20 mm thick
12.27.2
Natural colour insulating board
12.27.2.1
12 mm thick
12.27.3
White face insulating board:
12.27.3.1
12 mm thick
12.27.4
Flame retardant face insulating board:
12.27.4.1
12 mm thick
12.27.5
Standard quality hard board sheet:
12.27.5.1
3 mm thick
metre
81.05
12.27.5.2
4.5 mm thick
metre
83.75
12.28
Extra for providing and fixing ceiling to curved surfaces in narrow widths
sqm
65.45
12.29
Providing and fixing false ceiling with 12 mm thick plain/ semi
perforated or with design ceiling tiles of BWP type phenol formaldehyde
synthetic resin bonded pressed particle board conforming to IS:3087
finished with a coat of aluminium primer on both sides & edges and two
coats of synthetic enamel paint of approved quality on exposed face
fixed to a grid made out of anodised aluminium(with 15 micron anodic
coating) T-sections 35 x15x1.5 mm size main runners and cross
runners 23.5x19x1.5 mm fixed to main runners placed 600 mm centre
to centre both ways so as to form a grid of 600 mm square. The frame
work shall be suspended from ceiling by level adjusting hangers of 6
mm dia M.S rod fixed to roof slab by means of ceiling cleats. The
suspenders shall be placed 600x 1200 mm centre to centre including
fixing to the frame with C.P brace screws and applying a priming coat of
zinc chromate yellow primer (aluminium frame work shall be paid
separately).
sqm
406.95
Extra for providing 3 mm thick translucent white acrylic plastic sheets of
approved quality in false ceiling instead of 12 mm thick plain/or with
design particle board ceiling tiles in item above.
sqm
336.85
12.30
12.31
12.32
Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to
a height of 5 m above floor level over first class kail wood strips 25x6
mm with 10 mm gap in between and reinforced with rabbit wire mesh
fixed to wooden frame (frame work to be paid separately) :
12.31.1
Flat surfaces
sqm
402.40
12.31.2
Curved surfaces
sqm
452.35
sqm
104.70
Extra for any sunk or raised mouldings in the plaster of Paris (Gypsum
anhydrous) ceiling
SUBHEAD -12.0 ROOFING
190
Code
No
Description
12.33
Extra for providing plaster of Paris (Gypsum anhydrous) ceiling above
5metres height from floor level.
12.34
12.35
12.36
Unit
Rate
Rs.
sqm per
metre
height
38.90
Providing and fixing thermal insulation of ceiling (under deck insulation)
with Resin Bonded Fibre glass wool conforming to IS : 8183 density
24kg/m3, 50mm thick, wrapped in 200 G Virgin Polythene bags fixed to
ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of
12.5mm x 24g wire and mesh, for top most ceiling of building.
sqm
310.10
Providing and fixing thermal insulation with Resin Bonded Fibre glass
wool conforming to IS: 8183. Density 16kg/m3 , 50mm thick, wrapped in
200G Virgin Polythene bags placed over existing false ceiling and held
in position by criss-crossing GI wire.
sqm.
168.35
Thermal Insulation of roofing with Expanded polystyrene fixed with
suitable adhesive to the false ceiling as per the directions of the
Engineer-in-charge :
12.36.1
With Type N - Normal 50 mm thick
sqm
156.75
12.36.2
With Type SE - Self Extinguishing type 50 mm thick
sqm
186.10
each
36.15
RAIN WATER SPOUT AND PIPE
12.37
Providing and fixing 100 mm diameter and 60 cm long rain water spout
in cement mortar 1:4 (1 cement : 4 fine sand).
12.37.1
12.38.
12.39
12.40
Stone ware spout
Providing and fixing M.S. holder bat clamps of approved design to C.I.
or S.C.I. rain water pipes embedded in and including cement concrete
blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) and cost of cutting holes and
making good the walls etc. :
12.38.1
100 mm diameter
each
65.35
12.38.2
150 mm diameter
each
73.45
Providing lead caulked joints to sand cast iron rain water pipes and
fittings :
12.39.1
100 mm dia. Pipe
each
126.50
12.39.2
150 mm dia. Pipe
each
175.30
each
278.25
Providing, fixing and embedding sand cast iron accessories for rain
water pipes in the masonry surrounded with 12 mm thick cement mortar
of the same mix, as that of masonry (lead caulking will be paid for
separately) :
12.40.1
Sand cast iron plain shoes :
12.40.1.1
150 mm diameter
SUBHEAD -12.0 ROOFING
191
Code
No
Description
12.41
Providing and fixing on wall face unplasticised Rigid PVC rain water
pipes conforming to IS : 13592 Type A including jointing with seal ring
conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i)
Single socketed pipes.
12.42
12.43
12.44
Unit
Rate
Rs.
12.41.1
75 mm diameter
metre
95.00
12.41.2
110 mm diameter
metre
163.40
Providing and fixing on wall face unplasticised - PVC moulded fittings/
accessories for unplasticised Rigid PVC rain water pipes conforming to
IS : 13592 Type A including jointing with seal ring conforming to IS :
5382 leaving 10 mm gap for thermal expansion.
12.42.1
Coupler
12.42.1.1
75 mm
each
81.40
12.42.1.2
110 mm
each
101.65
12.42.2
Single pushfit Coupler :
12.42.2.1
75 mm
each
101.15
12.42.2.2
110 mm
each
138.85
12.42.3
Single tee with door
12.42.3.1
75x75x75 mm
each
177.45
12.42.3.2
110x110x110 mm
each
260.70
12.42.4
Single tee without door
12.42.4.1
75x75x75 mm
each
157.70
12.42.4.2
110x110x110 mm
each
208.45
12.42.5
Bend 87.5°
12.42.5.1
75 mm bend
each
88.40
12.42.5.2
110 mm bend
each
134.20
12.42.6
Shoe (Plain)
12.42.6.1
75 mm Shoe
each
152.25
12.42.6.2
110 mm Shoe
each
263.10
Providing and fixing unplasticised -PVC pipe clips of approved design to
unplasticised - PVC rain water pipes by means of 50x50x50mm hard
wood plugs, screwed with M.S. screws of required length including
cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse
sand) and making good the wall etc. complete.
12.43.1
75 mm
each
79.50
12.43.2
110 mm
each
96.90
each
23.40
Providing and fixing to the inlet mouth of rain water pipe cast iron
grating 15 cm diameter and weighing not less than 440 grams.
SUBHEAD -12.0 ROOFING
192
Code
No
Description
Unit
Rate
Rs.
12.45
Providing and fixing at all height false ceiling including providing and
fixing of frame work made of special sections power pressed from M.S.
sheet and galvanised in accordance with zinc coating of grade 350 as
per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm
thick with flanges of 22mm and 37mm at 1200mm centre to centre one
flange fixed to the ceiling with dash fastener 12.5mm diax40mm long
with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required
length, and other end of angle hanger being fixed with nut and bolts to
G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to
centre to which the ceiling section 0.5mm thick button wedge of 80mm
with tapered flanges of 26mm each having clips of 10.5mm at 450mm
centre to centre shall be fixed in a direction perpendicular to G.I.
channel with connecting clips made out of 2.64mm diax230mm long
G.I. wire at every junction including fixing the gypsum board with ceiling
section and perimeter channels 0.5mm thick 27mm high having flanges
of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition
with the help of rawl plugs at 450mm centre to centre with 25mm long
drive-all screws @ 230mm interval including jointing and fixing to a
flush finish of tapered and square edges of the board with
recommended filler, jointing tapes, finisher and two coats of primer
suitable for board as per manufactures specification and also including
the cost of making openings for light fittings, grills, diffusers, cutouts
made with frame of perimeter channels suitably fixed all complete as
per drawing and specification and direction of the Engineer in Charge
but excluding the cost of painting with :
12.5 mm thick tapered edge gypsum board conforming to
IS: 2095- Part I.
sqm
502.10
Providing and fixing to the inlet mouth of rain water pipe PTMT (an
Engineering Thermoplastic) grating square (Slit) 150 mm square with a
height of 8 mm and weighing not less than 100 gms.
each
86.15
sqm
785.35
12.45.1
12.46
NEW ITEMS
12.47
Providing & fixing UV stabilised fiberglass reinforced plastic sheet
roofing up to any pitch including fixing with polymer coated 'J' or 'L'
hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but
excluding the cost of purlins, rafters, trusses etc. The sheets shall be
manufactured out of 2400 TEX panel rovigs incorporating minimum
0.3% Ultra-violet stabiliser in resin system under approximately 2400
psi and hot cured. They shall be of uniform pigmentation and thickness
without air pockets and shall conform to IS 10192 and IS 12866.The
sheets shall be opaque or translucent, clear or pigmented, textured or
smooth as specified.
12.47.1
SUBHEAD -12.0 ROOFING
2mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or
3" or 6" ) as specified.
193
Code
No
12.48
12.49
12.50
12.51
12.52
Description
Unit
Rate
Rs.
12.47.2
sqm
673.35
Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm
nominal thickness and of approved size and as per approved pattern on
steel frame work complete (steel frame work to be paid separately).
sqm
209.40
Providing & laying on roof pressed clay tile ridge (Mangalore tile) of
20mm thickness and of approved pattern on steel frame work complete
(steel frame work to be paid separately).
sqm
105.00
Providing and fixing precoated galvanised iron profile sheets (size,
shape and pitch of corrugation as approved by Engineer-in-charge)
0.50 mm + 5% total coated thickness (TCT), Zinc coating 120gsm as
per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both
side of the sheet and polyester top coat 15-18 microns. Sheet should
have protective guard film of 25 microns minimum to avoid scratches
while transportation and should be supplied in single length upto 12
metre or as desired by Engineer-in-charge. The sheet shall be fixed
using self drilling /self tapping screws of size (5.5x 55mm) with EPDM
seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter
with bitumen and G.I. limpet washers or with G.I. limpet washers filled
with white lead complete upto any pitch in horizontal/ vertical or curved
surfaces excluding the cost of purlins, rafters and trusses and including
cutting to size and shape wherever required.
sqm
440.65
2mm thick flat.
Providing and fixing precoated galvanised steel sheet roofing
accessories 0.50 mm + 5% total coated thickness (TCT), Zinc coating
120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy
primer on both side of the sheet and polyester top coat 15-18 microns
using self drilling/ self tapping screws or with polymer coated J or L
hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and
bitumen washers complete :
12.51.1
Ridges plain (500 - 600mm).
metre
458.15
12.51.2
Flashings/ Aprons.( Upto 600 mm)
metre
448.15
12.51.3
North light curves.
metre
504.75
12.51.4
Barge board (Upto 300 mm).
metre
416.90
12.51.5
Crimp curve
sqm
537.15
12.51.6
Gutter .(600 mm over all girth).
metre
547.80
Providing and fixing tiled false ceiling of approved materials of size
595x595 mm in true horizontal level suspended on inter locking metal
grid of hot dipped galvanised steel sections ( galvanized @ 170
gsm/sqm.) consisting of main "T" runner with suitably spaced joints to
get required length and of size 24x38mm made from 0.30mm thick
(minimum) sheet spaced at 1200mm center to center and cross "T" of
size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long
spaced between main "T" at 600mm center to center to form a grid of
SUBHEAD -12.0 ROOFING
194
Code
No
Description
Unit
Rate
Rs.
1200x600 mm and secondary cross "T" of length 600mm and size
24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at
middle of the 1200x600mm panel to form grids of 600x600mm and wall
angle of size 21x21x0.3mm and laying false ceiling tiles of approved
texture in the grid including, wherever, required, cutting/making,
opening for services like diffusers, grills, light fittings, fixtures, smoke
detectors etc. Main "T" runners to be suspended from ceiling using GI
slotted cleats fixed to ceiling with 6 mm dia and 50mm long dash
fasteners, 4mm GI adjustable rods with galvanised level clips spaced at
1200mm center to center along main T, bottom exposed width of 24mm
of all T-sections shall be pre-painted with polyester paint, all complete
at all heights as per specifications drawings and as directed by
Engineer-in-Charge.(The rate is excluding the cost of tiles which will be
paid for separately ).
sqm
256.55
SUBHEAD -12.0 ROOFING
195
SUB HEAD : 13.0
FINISHING
197
BASIC RATES (SH: 13.0 FINISHING)
Code
No
Description
Unit
Rate
Rs.
0101
Bhisti
Day
138.45
0112
Carpenter 2nd class
Day
141.60
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0122
Mason (for plaster of paris work) 1st class
Day
151.50
0123
Mason (brick layer) 1st class
Day
151.50
0131
Painter
Day
141.60
0141
White Washer
Day
138.45
0155
Mason (average)
Day
146.55
0324
Coal Tar
litre
16.00
0367
Portland Cement
tonne
4,500.00
0368
White Cement
tonne
9,700.00
0763
Glue
kilogram
50.00
0771
Kerosene oil
litre
19.00
0775
Dehradun white lime
quintal
295.00
0776
Satna lime
quintal
178.00
0777
Dry hydrated lime (factory made)
quintal
177.00
0815
Dry distemper
kilogram
26.00
0816
Oil bound washable distemper/ Acrylic distemper
kilogram
40.00
0818
Linseed oil (double boiled)
litre
80.00
0820
Cement primer
litre
70.00
0821
Distemper primer
litre
73.00
0823
Pink primer (for wood)
litre
72.00
0826
Aluminium paint
litre
89.00
0827
Acid proof paint (chocolate or black)
litre
93.00
0828
Anticorrosive bituminous paint (black)
litre
52.00
0829
Black Japan
litre
65.00
0830
Enamel paint
litre
115.00
0831
Floor enamel paint in all shades except green
litre
100.00
0833
Synthetic enamel paint in black or chocolate shade
litre
115.00
0834
Synthetic enamel paint in all shades except black or chocolate shade
litre
120.00
0835
Plastic emulsion paint
litre
140.00
0850
White lead
kilogram
SUB HEAD –13.0 FINISHING
199
60.00
Code
No
Description
Unit
0851
Water proofing cement paint
kilogram
36.00
0855
Wax polish (ready made)
kilogram
150.00
0856
Ordinary varnish
litre
49.00
0857
Superior copal varnish
litre
100.00
0858
Superior spar varnish
litre
105.00
0859
Oil type wood preservative
litre
60.00
0868
Premixed super white gypsum plaster.
kg
5.20
0869
Plaster of Paris
kilogram
2.50
0982
Coarse sand (zone III)
cum
600.00
0999
Shellac
kilogram
192.00
1000
Spirit
litre
37.00
1179
Crushed stone 2.36 mm to 12.5 mm size
cum
675.00
1198
Second class kail wood in planks
cudm
178.00
1213
Water proofing materials
kilogram
1216
Whiting
quintal
2202
Carriage of Stone aggregate below 40 mm nominal size
cum
53.21
2203
Carriage of Coarse sand
cum
53.21
2209
Carriage of Cement
tonne
47.29
2911
Stone chippings/ screenings 10/ 11.2 mm nominal size
cum
700.00
4201
Aluminum primer
litre
63.00
4202
Red oxide Zinc chromate primer
litre
58.00
4203
Copper acetate
kilogram
228.00
4204
Hydrochloric acid
kilogram
27.00
4205
Copper chloride
kilogram
244.00
4206
Copper nitrate
kilogram
173.00
4207
Ammonium chloride
kilogram
12.00
7239
Epoxy paint
litre
280.00
7240
Fire retardant paint
litre
318.00
8504
Multi surface paint
litre
264.00
8505
Acrylic exterior paint
litre
123.00
8506
Premium Acrylic exterior paint
litre
202.00
8507
Textured exterior paint
litre
183.00
8509
Special Primer
litre
76.00
8510
Metal Primer
litre
91.00
8733
Synthetic Polyester triangular fibre of length 6mm, effective diameter
10-40 microns and specific gravity of 1.34 to 1.40
kg
336.00
9999
Sundries
L.S.
SUB HEAD –13.0 FINISHING
200
Rate
Rs.
20.00
329.00
1.00
13.0 FINISHING
Code
No
Description
Unit
Rate
Rs.
Note :- Rates for external plaster are for height upto 10m. from
ground level unless otherwise stated.
CEMENT PLASTER (IN FINE SAND)
13.1
13.2
13.3
12 mm cement plaster of mix :
13.1.1
1:4 (1 cement: 4 fine sand)
sqm
77.55
13.1.2
1:6 (1 cement: 6 fine sand)
sqm
67.65
15 mm cement plaster on the rough side of single or half brick wall of
mix :
13.2.1
1:4 (1 cement: 4 fine sand)
sqm
90.35
13.2.2
1:6 (1 cement: 6 fine sand)
sqm
78.55
20 mm cement plaster of mix :
13.3.1
1:4 (1 cement: 4 fine sand)
sqm
110.45
13.3.2
1:6 (1 cement: 6 fine sand)
sqm
95.10
CEMENT PLASTER (IN COARSE SAND)
13.4
13.5
13.6
12 mm cement plaster of mix :
13.4.1
1:4 (1 cement: 4 coarse sand)
sqm
82.55
13.4.2
1:6 (1 cement: 6 coarse sand)
sqm
72.70
15 mm cement plaster on rough side of single or half brick wall of mix :
13.5.1
1:4 (1 cement: 4 coarse sand)
sqm
96.35
13.5.2
1:6 (1 cement: 6 coarse sand)
sqm
84.55
20 mm cement plaster of mix :
13.6.1
1:4 (1 cement: 4 coarse sand)
sqm
118.25
13.6.2
1:6 (1 cement: 6 coarse sand)
sqm
102.90
CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT
13.7
13.8
13.9
12 mm cement plaster finished with a floating coat of neat cement of
mix :
13.7.1
1:3 (1 cement: 3 fine sand)
sqm
107.80
13.7.2
1:4 (1 cement: 4 fine sand)
sqm
97.90
15 mm cement plaster on rough side of single or half brick wall finished
with a floating coat of neat cement of mix :
13.8.1
1:3 (1 cement: 3 fine sand)
sqm
122.50
13.8.2
1:4 (1 cement: 4 fine sand)
sqm
110.70
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating
coat of neat cement.
13.9.1
12 mm cement plaster
sqm
112.80
13.9.2
20 mm cement plaster
sqm
154.00
SUBHEAD -13.0 FINISHING
201
Code
No
13.10
Description
Unit
Rate
Rs.
15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a
floating coat of neat cement on the rough side of single or half brick
wall.
sqm
128.50
18 mm cement plaster in two coats under layer 12 mm thick cement
plaster 1:5 (1 cement: 5 coarse sand) finished with a top layer 6mm
thick cement plaster 1:6 (1 cement: 6 fine sand).
sqm
111.15
18 mm cement plaster in two coats under layer 12 mm thick cement
plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6mm thick
cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with
sponge.
sqm
123.50
13.13
12 mm cement plaster 1:2 (1 cement: 2 stone dust)
sqm
105.65
13.14
15 mm cement plaster 1:2 (1 cement: 2 stone dust) on the rough side of
single or half brick wall.
sqm
123.90
20 mm cement plaster 1:2 (1 cement: 2 stone dust)
sqm
154.20
sqm
62.15
6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating
coat of neat cement and thick coat of Lime wash on top of walls when
dry for bearing of R.C.C. slabs and beams.
sqm
85.55
Neat cement punning
sqm
21.40
sqm
196.00
sqm
188.20
Per bag of
50 kg
cement used
in the mix.
28.85
sqm
16.80
CEMENT PLASTER IN TWO COATS
13.11
13.12
13.15
6 MM CEMENT PLASTER
13.16
6 mm cement plaster of mix :
13.16.1
13.17
13.18
1:3 (1 cement: 3 fine sand)
ROUGH CAST PLASTER
13.19
Rough cast plaster upto 10m height above ground level with a mixture
of sand and gravel or crushed stone from 6mm to 10mm nominal size
dashed over and including the fresh plaster in two layers, under layer
12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer
10mm cement plaster 1:3 (1 cement: 3 fine sand) mixed with 10% finely
grounded hydrated lime by volume of cement.
13.19.1
Ordinary cement finish using ordinary cement
PEBBLE DASH PLASTER
13.20
13.21
13.22
Pebble dash plaster upto 10m height above ground level with a mixture
of washed pebble or crushed stone 6mm to 12.5mm nominal size
dashed over and including fresh plaster in two layers under layer 12mm
cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mm
cement plaster with cement mortar 1:3 (1 cement: 3 fine sand) mixed
with 10% finely grounded hydrated lime by volume of cement.
Extra for providing and mixing water proofing material in cement plaster
work in proportion recommended by the manufacturers.
Extra for plastering exterior walls of height more than 10 m from ground
level for every additional height of 3 m or part thereof.
SUBHEAD -13.0 FINISHING
202
Code
No
13.23
13.24
13.25
13.26
Description
Unit
Rate
Rs.
Extra for plastering on circular work not exceeding 6 m in radius:
13.23.1
In one coat
sqm
7.40
13.23.2
In two coats
sqm
11.35
Extra for plastering done on moulding cornices or architraves including
neat finish to line and level:
13.24.1
In one coat
sqm
103.75
13.24.2
In two coats
sqm
170.50
Extra for plastering :
13.25.1
Spherical ceiling
sqm
27.50
13.25.2
Groined ceiling
sqm
30.15
13.25.3
Flewing soffits
sqm
17.90
sqm
47.20
sqm
16.60
Providing and applying plaster of paris putty of 2 mm thickness over
plastered surface to prepare the surface even and smooth complete
ARTIFICIAL STONE PLASTER
13.27
Extra for lining out plaster to imitate stone or concrete blocks walling
PLAIN CEMENT MORTAR BANDS
13.28
13.29
13.30
12 mm thick plain cement mortar bands in cement mortar 1:4 (1
cement: 4 fine sand) :
13.28.1
Flush Band
cm per metre
1.35
13.28.2
Sunk Band
cm per metre
1.45
13.28.3
Raised Band
cm per metre
1.65
13.28.4
Moulded Band
cm per metre
2.60
18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement:
4 fine sand):
13.29.1
Flush Band
cm per metre
1.70
13.29.2
Sunk Band
cm per metre
1.85
13.29.3
Raised Band
cm per metre
2.05
13.29.4
Moulded Band
cm per metre
3.55
cm per metre
3.55
18 mm thick moulded cement mortar band in two coats under layer
12mm thick with cement mortar 1:5 (1 cement: 5 coarse sand) top layer
6mm thick with cement mortar 1:4 (1 cement: 4 fine sand).
POINTING OF BRICK WORK
13.31
Pointing on brick work or brick flooring with cement mortar 1:3 (1
cement: 3 fine sand) :
13.31.1
Flush / Ruled/ Struck or weathered pointing.
sqm
45.40
13.31.2
Raised and cut pointing
sqm
72.90
POINTING ON TILE BRICK WORK
SUBHEAD -13.0 FINISHING
203
Code
No
13.32
Description
Unit
Rate
Rs.
sqm
62.60
Pointing on tile brick work with cement mortar 1:3 (1 cement:3 fine
sand) :
13.32.1
Flush/ Ruled/ Struck or weathered pointing
POINTING ON STONE WORK
13.33
13.34
13.35
Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) :
13.33.1
Flush/ Ruled pointing
sqm
62.50
13.33.2
Raised and cut pointing
sqm
112.00
sqm
125.95
sqm
36.45
sqm
3.10
sqm
6.75
sqm
2.75
New work (two or more coats) with a base coat of white
washing with lime
sqm
9.30
New work (two or more coats) with a base coat of whiting
sqm
9.10
sqm
26.30
sqm
41.55
sqm
23.55
sqm
17.20
sqm
30.80
Raised and cut pointing on stone work in white cement mortar 1:3 (1
white cement: 3 marble dust)
Pointing on stone slab ceiling with cement mortar 1:2 (1 cement: 2 fine
sand):
13.35.1
13.36
Flush/ Ruled pointing
Extra for pointing on walls on the outside at height more than 10 m from
ground level for every additional height of 3 m or part there of.
INTERIOR FINISHING
13.37
White washing with lime to give an even shade:
13.37.1
New work (three or more coats)
13.38
Satna lime wash on walls one coat
13.39
Colour washing such as green, blue or buff to give an even shade :
13.39.1
13.39.2
13.40
13.41
Distempering with dry distemper of approved brand and manufacture
(two or more coats) and of required shade on new work, over and
including priming coat of whiting to give an even shade.
Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade
13.41.1
13.42
Distempering with 1st quality acrylic washable distemper (ready mixed)
of approved manufacturer and of required shade and colour complete.
as per manufacturer's specification.
13.42.1
13.43
New work (two or more coats) over and including priming
coat with cement primer.
Two or more coats on new work.
Applying one coat of cement primer of approved brand and
manufacture on wall surface :
13.43.1
Cement primer.
EXTERIOR FINISHING
13.44
Finishing walls with water proofing cement paint of required shade :
13.44.1
SUBHEAD -13.0 FINISHING
New work (Two or more coats applied @ 3.84 kg/10 sqm).
204
Code
No
13.45
Unit
Rate
Rs.
sqm
96.25
sqm
50.40
sqm
60.10
Two or more coats applied @ 1.25 ltr/10 sqm. over and
including one coat of Special primer applied @ 0.75 ltr / 10
sqm.
sqm
62.25
Painting wood work with Deluxe Multi Surface Paint of
required shade. Two or more coat applied @0.90 ltr/10 sqm
over an under coat of primer applied @0.75 ltr/ 10 sqm of
approved brand or manufacture
sqm
51.55
Painting Steel work with Deluxe Multi Surface Paint to give
an even shade. Two or more coat applied @0.90 ltr/10 sqm
over an under coat of primer applied @ 0.80 ltr/ 10 sqm of
approved brand or manufacture
sqm
53.35
Extra for applying water proofing cement paint as primer applied @ 2.2
kg/ 10 sqm instead of primer for exterior finishing in Item No. 13.48.1
sqm
2.60
With ready mixed pink or Grey primer of approved brand and
manufacture on wood work (hard and soft wood)
sqm
16.55
With ready mixed aluminium primer of approved brand and
manufacture on resinous wood and plywood
sqm
15.75
With ready mixed red oxide zinc chromate primer of
approved brand and manufacture on steel galvanised
iron/steel works
sqm
12.65
With ready mixed red oxide zinc chromate primer of
approved brand and manufacture on steel work (second
coat)
sqm
7.15
Painting one thin coat with white lead of approved brand and
manufacture on wet or patchy portion of plastered surfaces
sqm
22.60
Description
Finishing walls with textured exterior paint of required shade :
13.45.1
13.46
Finishing walls with Acrylic Smooth exterior paint of required shade :
13.46.1
13.47
13.48.2
13.48.3
13.50
Applying priming coat :
13.50.1
13.50.2
13.50.3
13.50.4
13.51
13.52
New work (Two or more coats applied @ 1.43 ltr/ 10 sqm.
over and including base coat of water proofing cement paint
applied @ 2.20 kg/ 10 sqm).
Finishing walls with Deluxe Multi surface paint system for interiors and
exteriors using Primer as per manufacturers specifications :
13.48.1
13.49
New work (Two or more coat applied @ 1.67 ltr/10 sqm over
and including base coat of water proofing cement paint
applied @ 2.20 kg/ 10 sqm).
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone
additives of required shade
13.47.1
13.48
New work (Two or more coats applied @ 3.28 ltr/10 sqm)
over and including base coat of water proofing cement paint
applied @ 2.20kg/10 sqm.
Finishing with Epoxy paint (two or more coats) at all locations prepared
and applied as per manufacturer's specifications including appropriate
SUBHEAD -13.0 FINISHING
205
Code
No
Description
Unit
Rate
Rs.
priming coat, preparation of surface, etc. complete.
13.53
13.52.1
On steel work
sqm
75.25
13.52.2
On concrete work
sqm
77.75
sqm
37.55
With a solution of 38 gms of copper acetate in a litre of soft
water
sqm
11.60
With a solution made of 13 gms of hydrochloric acid in a
solution of 13 gms each of copper chloride, copper nitrate
and ammonium chloride dissolved in a litre of soft water.
sqm
11.45
Painting on G.S. sheet with synthetic enamel paint of approved brand
and manufacture of required colour to give an even shade :
13.53.1
13.54
Applying a coat of mordant solution on G.S. sheet :
13.54.1
13.54.2
13.55
13.56
13.57
Painting (two or more coats) on rain water, soil, waste and vent pipes
and fittings with black anticorrosive bitumastic paint approved brand
and manufacture over and including a priming of ready mixed zinc
chromate yellow primer on new work :
13.55.1
100 mm diameter pipes
metre
15.05
13.55.2
150 mm diameter pipes
metre
22.50
Painting (two or more coats) on rain water, soil, waste and vent pipes
and fittings with synthetic enamel paint of approved brand and
manufacture and required colour over a priming coat of approved steel
primer on new work.
13.56.1
100 mm diameter pipes
metre
16.35
13.56.2
150 mm diameter pipes
metre
24.35
sqm
12.80
Providing and applying two coats of fire retardant paint unthinned on
cleaned wood/ply surface @ 3.5 sqm per litre per coat including
preparation of base surface as per recommendations of manufacturer
to make the surface fire retardant.
sqm
229.80
Coal tarring two coats on new work using 0.16 and 0.12 litre coal tar per
sqm in the first coat and second coat respectively.
sqm
14.65
sqm
40.05
sqm
35.35
Painting with oil type wood preservative of approved brand and
manufacture:
13.57.1
13.58
13.59
13.60
Two or more coats on new work
Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade :
13.61.1
13.62
New work (two or more coats)
Wall painting with plastic emulsion paint of approved brand and
manufacture to give an even shade:
13.60.1
13.61
New work (two or more coats) including a coat of approved
steel primer but excluding a coat of mordant solution.
Two or more coats on new work
Painting with synthetic enamel paint of approved brand and
SUBHEAD -13.0 FINISHING
206
Code
No
Unit
Rate
Rs.
sqm
51.30
sqm
28.60
sqm
32.40
sqm
24.80
sqm
37.05
Two or more coats of glue sizing with copal varnish over an
under coat of flatting varnish.
sqm
49.20
Two or more coats glue sizing with spar varnish or an under
coat of flatting varnish.
sqm
50.80
sqm
75.60
sqm
35.80
sqm
16.15
per letter per
cm height
0.90
Description
manufacture of required colour to give an even shade:
13.62.1
13.63
Painting with aluminium paint of approved brand and manufacture to
give an even shade .
13.63.1
13.64
13.67.2
French spirit polishing :
13.68.1
13.69
13.71
13.72
13.73
Two or more coats on new works including a coat of wood
filler.
Polishing on wood work with ready mixed wax polish of approved brand
and manufacture :
13.69.1
13.70
Two or more coats on new work.
Varnishing with varnish of approved brand and manufacture:
13.67.1
13.68
Two or more coats on new work.
Floor painting with floor enamel paint of approved brand and
manufacture of required colour to give an even shade:
13.66.1
13.67
Two or more coats on new work.
Painting with black anti-corrosive bitumastic paint of approved brand
and manufacture to give an even shade:
13.65.1
13.66
Two or more coats on new work
Painting with acid proof paint of approved brand and manufacture of
required colour to give an even shade:
13.64.1
13.65
Two or more coats on new work over an under coat of
suitable shade with ordinary paint of approved brand and
manufacture.
New work
Floor polishing on masonry or concrete floors with wax polish of
approved brand and manufacture.
Lettering with black Japan paint of approved brand and manufacture
Washed stone grit plaster on exterior walls of height upto 10 M. above
level in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4
coarse sand ) furrowing the under layer with scratching tool, applying
cement slurry on the under layer @ 2 Kg of cement per square metre,
top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2
stone chipping 10mm nominal size) in panels with groove all around as
per approved pattern including scrubbing and washing, the top layer
with brushes and water to expose the stone chippings ,complete as per
specification and direction of Engineer-in- charge (Payment for
providing grooves shall be made separately).
Forming groove of uniform size in the top layer of washed stone grit
SUBHEAD -13.0 FINISHING
207
sqm
262.20
Code
No
Description
Unit
Rate
Rs.
plaster as per approved pattern using wooden battens, nailed to the
under layer including removal of wooden battens, repair to the edges of
panels and finishing the groove complete as per specifications and
direction of the Engineer-in-charge :
13.74
13.75
13.76
13.77
13.78
13.79
13.73.1
15 mm wide and 15 mm deep groove
metre
13.30
13.73.2
20 mm wide and 15 mm deep groove
metre
13.65
Extra for washed grit plaster on exterior walls of height more than 10m
from ground level for every additional height of 3 m or part thereof.
sqm
40.75
Extra for washed stone grit plaster on circular work not exceeding 6m in
radius (in two coats).
sqm
22.90
Forming groove of uniform size from 12x12mm and upto 25x15mm in
plastered surface as per approved pattern using wooden battens, nailed
to the under layer including removal of wooden battens, repairs to the
edges of plaster panel and finishing the groove complete as per
specifications and direction of the Engineer-in-Charge.
metre
13.30
Extra for using white cement in place of ordinary cement in the top layer
of the item of washed stone grit plaster.
sqm
60.40
Providing and applying 12 mm thick (average) premixed formulated one
coat gypsum lightweight plaster having additives and light weight
aggregates as vermiculite/ perlite respectively conforming to IS: 2547
(Part - 1 & II) 1976, applied on hacked / uneven background such as
bare brick/ block/ RCC work on walls & ceiling at all floors and
locations, finished in smooth line and level etc. complete.
sqm
143.10
Extra for addition of synthetic Polyester triangular fibre of length 6mm,
effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in
cement plaster/mortar by using 125gms. of synthetic Polyester
triangular fibre for 50 Kgs. cement used in cement mortar as per
directions of Engineer-in-Charge.
Per Bag of
50 Kg. of
cement
48.80
SUBHEAD -13.0 FINISHING
208
SUB HEAD : 14.0
REPAIRS TO BUILDING
209
BASIC RATES (SH: 14.0 REPAIRS TO BUILDING)
Code
No
Description
Unit
Rate
Rs.
0006
Hire charges of Spraying machine including electric charges
Day
173.00
0011
Hire charges of Pump set of capacity 4000 litres/hour.
Day
300.00
0100
Bandhani
Day
138.45
0101
Bhisti
Day
138.45
0102
Blacksmith 1st class
Day
151.50
0103
Blacksmith 2nd class
Day
141.60
0111
Carpenter 1st class
Day
151.50
0112
Carpenter 2nd class
Day
141.60
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0119
Glazier
Day
141.60
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0128
Mate
Day
138.45
0130
Mistry
Day
151.50
0131
Painter
Day
141.60
0141
White Washer
Day
138.45
0155
Mason (average)
Day
146.55
0156
Carpenter (average)
Day
146.55
0295
Stone Aggregate (Single size) : 20 mm nominal size
cum
700.00
0297
Stone Aggregate (Single size) : 10 mm nominal size
cum
700.00
0302
Safeda ballies 125 mm diameter
metre
29.00
0308
Bhusa
quintal
200.00
0367
Portland Cement
tonne
0389
Brass single acting spring hinges 150 mm
each
200.00
0390
Brass single acting spring hinges 125 mm
each
158.00
0391
Brass single acting spring hinges 100 mm
each
106.00
0392
Brass double acting spring hinges 150 mm
each
317.00
0393
Brass double acting spring hinges 125 mm
each
216.00
0394
Brass double acting spring hinges 100 mm
each
173.00
0404
Brass flush bolt 250 mm
each
84.00
0405
Brass flush bolt 150 mm
each
65.00
0406
Brass flush bolt 100 mm
each
44.00
SUB HEAD –14.0 REPAIR TO BUILDING
211
4,500.00
Code
No
Description
Unit
Rate
Rs.
0417
Brass 150 mm floor door stopper (0.357kg)
each
104.00
0418
Brass hard drawn hooks and eyes 300 mm
10 Nos
457.00
0419
Brass hard drawn hooks and eyes 250 mm
10 Nos
423.00
0420
Brass hard drawn hooks and eyes 200 mm
10 Nos
390.00
0421
Brass hard drawn hooks and eyes 150 mm
10 Nos
364.00
0422
Brass hard drawn hooks and eyes 100 mm
10 Nos
300.00
0427
Brass quadrant stays 300 mm
each
0429
Brass fanlight pivot
10 Nos
0430
Brass chain with hook for fan light catch
each
13.00
0442
Brass helical spring 150 mm
each
185.00
0444
Brass curtain rod 20 mm dia 1.25 mm thick
metre
63.00
0445
Brass curtain rod 25 mm dia 1.25 mm thick
metre
79.00
0446
Brass brackets (curtain rods) 20 mm
each
24.00
0449
Brass screws 50 mm
100 Nos
107.00
0450
Brass screws 40 mm
100 Nos
96.00
0452
Brass screws 25 mm
100 Nos
76.00
0524
Chromium plated Brass butt hinges (heavy) type 75x65x4 .0 mm
(200gms)
10 Nos
430.00
0525
Chromium plated Brass butt hinges (light/ordinary) type 125x70x4
mm
10 Nos
433.00
0526
Chromium plated Brass butt hinges (light/ordinary) type 100x70x4
mm
10 Nos
385.00
0527
Chromium plated Brass butt hinges (light/ordinary) type 75x40x2.5
mm
10 Nos
135.00
0528
Chromium plated Brass butt hinges (light/ordinary) type 50x40x2.5
mm
10 Nos
105.00
0585
Chromium plated Brass screws 50 mm
100 Nos
123.00
0586
Chromium plated Brass screws 40 mm
100 Nos
150.00
0587
Chromium plated Brass screws 30 mm
100 Nos
90.00
0589
Chromium plated Brass screws 20 mm
100 Nos
63.00
0595
Bright finished or black enamelled mild steel butt hinges 100x58x1.90
mm
10 Nos
54.00
0597
Bright finished or black enamelled mild steel butt hinges50x37x1.50
mm
10 Nos
28.00
0608
Nickel plated mild steel piano hinges 1 mm thick 35 mm wide
metre
21.00
0637
Bright finished or black enamelled mild steel screws 40 mm
100 Nos
30.00
0639
Bright finished or black enamelled mild steel screws 25 mm
100 Nos
15.00
SUB HEAD –14.0 REPAIR TO BUILDING
212
73.00
128.00
Code
No
Description
Unit
0640
Bright finished or black enamelled mild steel screws 20 mm
100 Nos
0775
Dehradun white lime
quintal
0811
Mud (dry)
cum
20.00
0815
Dry distemper
kilogram
26.00
0816
Oil bound washable distemper/ Acrylic distemper
kilogram
40.00
0826
Aluminium paint
litre
89.00
0827
Acid proof paint (chocolate or black)
litre
93.00
0828
Anticorrosive bituminous paint (black)
litre
52.00
0829
Black Japan
litre
65.00
0833
Synthetic enamel paint in black or chocolate shade
litre
115.00
0835
Plastic emulsion paint
litre
140.00
0845
Roofing paint for iron sheets in red colour
litre
95.00
0851
Water proofing cement paint
kilogram
36.00
0855
Wax polish (ready made)
kilogram
150.00
0856
Ordinary varnish
litre
49.00
0857
Superior copal varnish
litre
100.00
0858
Superior spar varnish
litre
105.00
0859
Oil type wood preservative
litre
60.00
0863
Putty for wood work
kilogram
24.00
0982
Coarse sand (zone III)
cum
600.00
0999
Shellac
kilogram
192.00
1000
Spirit
litre
1003
Mild steel round bar above 12 mm dia
quintal
3,050.00
1007
Structural steel such as tees, angles channels and R.S. joists
quintal
3,100.00
1008
Flats up to 10 mm in thickness
quintal
2,900.00
1023
Galvanised steel J or L hooks 8 mm dia
10 Nos
58.00
1034
Bolts and nuts up to 300 mm in length
quintal
4,300.00
1174
Red sand stone slab 45 mm and 50 mm thick (un-dressed)
sqm
145.00
1186
Superior class teak wood such as Dandeli, Balarshah or Malabar in
planks
10 cudm
895.00
1188
First class teak wood in planks
10 cudm
506.00
1189
Second class teak wood in scantling
10 cudm
394.00
1190
Second class teak wood in planks
10 cudm
410.00
1194
Second class deodar wood in planks
10 cudm
335.00
1196
First class kail wood in planks
10 cudm
186.00
SUB HEAD –14.0 REPAIR TO BUILDING
213
Rate
Rs.
15.00
295.00
37.00
Code
No
Description
Unit
1199
Sal wood in scantling
10 cudm
218.00
1208
Bitumen washer
100 Nos
18.00
1209
G.I. plain washer thick
100 Nos
27.00
1213
Water proofing materials
kilogram
20.00
1215
Welding by electric plant
cm
1314
C.P. brass chain with 32 mm dia rubber plug
each
21.00
1315
C.P. brass chain with 40 mm dia rubber plug
each
22.00
2201
Carriage of Bricks
1000 Nos
2202
Carriage of Stone aggregate below 40 mm nominal size
cum
53.21
2203
Carriage of Coarse sand
cum
53.21
2204
Carriage of Timber
cum
60.81
2205
Carriage of Steel
tonne
47.29
2209
Carriage of Cement
tonne
47.29
2216
Carriage of Stone blocks white & red sand stone & Kota stone slab
tonne
47.29
2264
Carriage of Rubbish
cum
53.21
2406
Float glass sheet of nominal thickness 4 mm (weight not less than
10kg/sqm).
sqm
248.00
2407
Float glass sheet of nominal thickness 5.5 mm.(weight not less than
13.50 kg/sqm).
sqm
340.00
2466
Hollock wood in scantling
10 cudm
217.00
2467
Chromium plated Brass pull bolt lock (locking bolt) of size 85 mmx42
mm with screws, bolts, nuts and washers complete
each
130.00
2602
F.P.S. bricks class designation75
1000 Nos
4009
Mild steel tubes hot finished welded type
kilogram
38.00
4202
Red oxide Zinc chromate primer
litre
58.00
7019
Dash fastener / chemical fastener
each
8.00
7241
Melamine polish
litre
228.00
7340
Stainless steel pin .
kg
130.00
7442
Wheel 75 mm dia. 40 mm wide
each
52.00
8505
Acrylic exterior paint
litre
123.00
8506
Premium Acrylic exterior paint
litre
202.00
8507
Textured exterior paint
litre
183.00
8508
Primer for cement paint
litre
52.00
9999
Sundries
L.S.
1.00
SUB HEAD –14.0 REPAIR TO BUILDING
214
Rate
Rs.
1.00
141.88
1,900.00
14.0 REPAIRS TO BUILDING
Code
No
Description
14.1
Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5
sq. meters and under including cutting the patch in proper shape, raking
out joints and preparing and plastering the surface of the walls
complete including disposal of rubbish to the dumping ground within
50metres lead :
14.2
14.3
14.4
14.6
14.7
14.8
Rate
Rs.
14.1.1
With cement mortar 1:4 (1 cement : 4 fine sand)
sqm
114.35
14.1.2
With cement mortar 1:4 (1cement: 4 coarse sand).
sqm
120.70
Fixing chowkhats in existing opening including embedding chowkhats in
floors or walls cutting masonry for holdfasts embedding hold fasts in
cement concrete blocks with cement concrete 1:3:6 (1 cement : 3
coarse sand : 6 graded stone aggregate 20 mm nominal size) painting
two coats of approved wood preservative to sides of chowkhats and
making good the damages to walls and floors as required complete
including disposal of rubbish to the dumping ground within 50 meters
lead :
14.2.1
Door chowkhats
each
354.45
14.2.2
Window chowkhats
each
214.20
14.2.3
Clerestory window chowkhats
each
154.60
each
81.05
sqm
204.10
Fixing chowkhat in existing opening in brick / RCC wall with dash
fasteners/ Chemical fasteners of appropriate size (3nos on each vertical
member of door chowkhat and 2 nos. on each vertical member of
window chowkhats including Cost of dash fasteners/ chemical fastener.
Making the opening in brick masonry including dismantling in floor or
walls by cutting masonry and making good the damages to walls,
flooring and jambs complete to match existing surface i/c disposal of
mulba/ rubbish to the nearest municipal dumping ground.
14.4.1
14.5
Unit
For door/ window/ clerestory window.
Renewing glass panes, with putty and nails wherever necessary:
14.5.1
Float glass panes of thickness 4 mm
sqm
427.60
14.5.2
Float glass panes of thickness 5.5 mm
sqm
545.15
Renewing glass panes, with wooden fillets wherever necessary:
14.6.1
Float glass panes of thickness 4 mm
sqm
498.55
14.6.2
Float glass panes of thickness 5.5 mm
sqm
616.10
Renewing glass panes and refixing existing wooden fillets:
14.7.1
Float glass panes of thickness 4 mm
sqm
435.80
14.7.2
Float glass panes of thickness 5.5 mm
sqm
553.35
Supplying and fixing new wooden fillets wherever necessary:
SUBHEAD -14.0 REPAIRS TO BUILDING
215
Code
No
Description
Unit
14.8.1
2nd class teak wood fillets
metre
Rate
Rs.
16.95
14.8.2
Hollock wood fillets.
metre
14.40
9.90
14.9
Renewal of old putty of glass panes (length)
metre
14.10
Refixing old glass panes with putty and nails
sqm
128.55
14.11
Fixing old glass panes with wooden fillets (excluding cost of fillets)
sqm
102.65
14.12
Providing and fixing 16 mm M.S. Fan clamps of standard shape and
size in existing R.C.C. slab including cutting chase and making good
and painting exposed portion of the clamps complete.
each
113.85
Regrading terracing of mud phaska covered with tiles or brick, in
cement by dismantling tiles or bricks, removing mud plaster preparing
the surface of mud phaska to proper slope relaying mud plaster gobri
leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3
fine sand) including replacing unserviceable tiles or bricks with new
ones and disposal of unserviceable material to the dumping ground (the
cost of the new tiles or brick excluded) within 50 metres lead.
sqm
116.05
sqm
322.00
cum
28,074.55
14.13
14.14
Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1
cement : 4 coarse sand) including necessary repairs and cement
pointing with same mortar complete including disposal of rubbish to
dumping ground within 50 metres of lead :
14.14.1
14.15
Renewing wooden battens 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 metres lead :
14.15.1
14.16
14.17
14.18
Red/ white sand stone slabs 30 to 50 mm thick.
Sal wood battens.
Renewing wooden beams in roofs including making good the holes in
walls and painting with oil type wood preservative of approved brand
and manufacture complete including removal of rubbish to the dumping
ground within 50 metres lead :
14.16.1
Not exceeding 4.00 metres in length.
14.16.1.1
Sal wood beams
cum
28,950.90
14.16.1.2
Hollock wood beams
cum
28,831.20
14.16.2
Above 4.00 metres and upto 5.00 metres length.
14.16.2.1
Sal wood beams
cum
29,400.30
14.16.2.2
Hollock wood beams
cum
29,278.20
sqm
10.85
sqm
24.90
Raking out joints in lime or cement mortar and preparing the surface for
re-pointing or replastering including disposal of rubbish to the dumping
ground within 50 metres lead.
Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed
with 2% of integral water proofing compound by weight of cement for
flat tile bricks on top of mud phaska :
14.18.1
With F.P.S. brick tiles
SUBHEAD -14.0 REPAIRS TO BUILDING
216
Code
No
Description
sqm
Rate
Rs.
25.60
Taking out wind ties from roof including cutting out rusted bolts, nuts
etc. and removing materials to any distance within compound and
stacking.
kg
0.80
Fixing of old wind tie with new fittings including painting two or more
coats with anticorrosive bitumastic paint of approved brand &
manufacturer over and including priming coat of ready mixed zinc
chromate yellow primer of approved brand.
metre
34.35
Renewing bottom rail and/or top runner of collapsible gate including
making good all damages and applying priming coat of zinc chromate
yellow primer of approved brand and manufacturer.
kg
77.90
14.18.2
14.19
14.20
14.21
14.22
Unit
With modular brick tiles
Renewing Wrought iron or M.S. Wheel or roller of steel door or gate
and fitting and fixing the same with necessary clamps, nuts and
bolts/welding and erection etc. complete.
14.22.1
Wheel 50 mm dia. and below.
per wheel
88.15
14.22.2
Wheel above 50 mm dia.
per wheel
127.50
kilo litre
40.75
cum
156.85
cum
1,590.25
EARTH WORK
14.23
14.24
Pumping out water caused by springs, tidal or river seepage, broken
water mains or drains and the like.
Mud mortar
BRICK WORK
14.25
Brick work with bricks of class designation 75 in mud mortar
WOOD WORK
14.26
Providing and fixing 25 mm thick shutters for cup board etc. :
14.26.1
Panelled or panelled & glazed shutters :
14.26.1.1
Superior class teak wood including nickel plated bright
finished M.S. piano hinges with necessary screws.
sqm
2,400.25
Ist class teak wood including nickel plated bright finished
M.S. piano hinges with necessary screws.
sqm
1,563.50
14.26.1.2
14.26.2
Glazed shutters :
14.26.2.1
Superior class teak wood including nickel plated bright
finished M.S. piano hinges with necessary screws.
sqm
2,538.20
Ist class teak wood including nickel plated bright finished
M.S. piano hinges with necessary screws.
sqm
1,638.75
sqm
1,532.40
14.26.2.2
14.27
Providing and fixing plain jaffri door and window shutters including
bright or/and black enamelled M.S. butt hinges with necessary screws
35x10mm laths placed 35mm apart (frames to be paid separately)
including fixing 50x12mm beading complete with
14.27.1
14.28
Second class teak wood.
Providing and fixing curtain rods of 1.25mm thick brass plates with two
brass brackets fixed with brass screws and wooden plugs etc. wherever
SUBHEAD -14.0 REPAIRS TO BUILDING
217
Code
No
Description
Unit
Rate
Rs.
necessary complete.
14.29
14.30
14.31
14.32
14.33
14.34
14.35
14.36
14.37
14.38
14.28.1
20 mm diameter.
metre
116.20
14.28.2
25 mm diameter.
metre
134.75
kg
44.40
Providing and fixing M.S. round or square bars with M.S. flats at
required spacing in wooden frames of windows and clerestory windows.
Providing joists (karries) including hoisting fixing in position and
applying wood preservative on unexposed surface etc. complete with:
14.30.1
Sal wood.
cum
27,555.70
14.30.2
Hollock wood.
cum
27,437.30
Providing and fixing bright finished brass single acting spring hinges
with necessary screws etc. complete :
14.31.1
150 mm
each
252.85
14.31.2
125 mm
each
204.05
14.31.3
100 mm
each
142.65
Providing and fixing bright finished brass double acting spring hinges
with necessary screws etc. complete :
14.32.1
150 mm
each
388.75
14.32.2
125 mm
each
271.45
14.32.3
100 mm
each
220.45
Providing and fixing bright finished brass flush bolts with necessary
screws etc. complete :
14.33.1
250 mm
each
106.80
14.33.2
150 mm
each
84.10
14.33.3
100 mm
each
59.70
each
127.55
Providing and fixing 150 mm bright finished floor brass door stopper
with rubber cushion, screws etc. to suit shutter thickness complete
Providing and fixing bright finished brass hard drawn hooks and eyes :
14.35.1
300 mm
each
54.25
14.35.2
250 mm
each
50.30
14.35.3
200 mm
each
46.45
14.35.4
150 mm
each
43.45
14.35.5
100 mm
each
36.00
Providing and fixing bright finished brass fan light pivot with necessary
screws etc. complete.
each
20.85
Providing and fixing 300 mm long bright finished brass chain with hook
for fan light including necessary screws etc. complete.
each
20.50
Providing and fixing bright finished brass quadrant stay 300mm long
with necessary screws etc. complete.
each
90.20
SUBHEAD -14.0 REPAIRS TO BUILDING
218
Code
No
14.39
14.40
14.41
Description
Unit
Rate
Rs.
Providing and fixing bright finished brass helical door spring (superior
quality).
each
231.80
Providing and fixing chromium plated brass butt hinges with necessary
screws etc. complete.
14.40.1
125x70x4 mm (ordinary type)
each
69.05
14.40.2
100x70x4 mm (ordinary type)
each
58.95
14.40.3
75x65x4 mm (heavy type)
each
60.45
14.40.4
75x40x2.5 mm (ordinary type)
each
26.20
14.40.5
50x40x2.5 mm (ordinary type)
each
16.65
each
155.85
Providing and fixing 85x42mm chromium plated brass pull bolt lock with
necessary screws, nuts, bolts and washers etc. complete.
FINISHING
14.42
14.43
14.44
14.45
White washing with lime to give an even shade :
14.42.1
Old work (two or more coats)
sqm
4.10
14.42.2
Old work (one or more coats)
sqm
2.55
Removing white or colour wash by scrapping and sand papering and
preparing the surface smooth including necessary repairs to scratches
etc. complete
sqm
3.20
Distempering with dry distemper of approved brand and manufacture
(one or more coats) and of required shade on old work to give an even
shade.
sqm
12.35
sqm
14.90
sqm
4.25
sqm
18.45
metre
11.20
metre
5.40
Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade :
14.45.1
14.46
14.47
Removing dry or oil bound distemper, water proofing cement paint and
the like by scrapping, sand papering and preparing the surface smooth
including necessary repairs to scratches etc. complete.
Painting on G.S. sheet with synthetic enamel paint of approved brand
and manufacture of required colour to give an even shade :
14.47.1
14.48
75 mm diameter pipes
Painting (one or more coats) on rain water, soil, waste and vent pipes
and fittings with black anticorrosive bitumastic paint of approved brand
and manufacture on old work :
14.49.1
14.50
Old work (one or more coats)
Painting (two or more coats) on rain water, soil, waste and vent pipes
and fittings with black anticorrosive bitumastic paint of approved brand
and manufacture over and including a priming coat of ready mixed zinc
chromate yellow primer on new work :
14.48.1
14.49
Old work (one or more coats)
75 mm diameter pipes
Painting (two or more coats) on rain water, soil, waste and vent pipes
and fittings with aluminium paint of approved brand and manufacture
SUBHEAD -14.0 REPAIRS TO BUILDING
219
Code
No
Description
Unit
Rate
Rs.
metre
12.15
over a priming coat of ready mixed zinc chromate yellow primer on new
work :
14.50.1
14.51
14.52
Painting (one or more coats) on rain water, soil, waste and vent pipes
and fittings with synthetic enamel paint of approved brand and
manufacture and required colour on old work :
14.51.1
75 mm diameter pipes
metre
5.90
14.51.2
100 mm diameter pipes
metre
7.60
14.51.3
150 mm diameter pipes
metre
10.80
sqm
9.90
sqm
25.85
sqm
22.85
sqm
18.25
sqm
21.05
sqm
16.65
sqm
38.40
sqm
18.25
Per letter
per cm
height
0.55
Sqm
18.80
Painting with oil type wood preservative of approved brand and
manufacture :
14.52.1
14.53
14.61
14.62
One or more coats on old work.
Polishing on wood work with ready made wax polish of approved brand
and manufacture :
14.59.1
14.60
One or more coats on old work.
French spirit polishing :
14.58.1
14.59
One or more coats on old work.
Painting with black anti-corrosive bitumastic paint of approved brand
and manufacture to give an even shade :
14.57.1
14.58
One or more coats on old work.
Painting with acid proof paint of approved brand and manufacture of
required colour to give an even shade :
14.56.1
14.57
One or more coats on old work.
Painting with aluminium paint of approved brand and manufacture to
give an even shade :
14.55.1
14.56
One or more coats on old work.
Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade :
14.54.1
14.55
Old work (one or more coats)
Wall painting with plastic emulsion paint of approved brand and
manufacture to give an even shade :
14.53.1
14.54
75 mm diameter pipes
Old work
Re-lettering with black Japan paint of approved brand and manufacture.
Painting (one or more coats) with black Japan paint of approved brand
and manufacture to give an even shade.
Providing and fixing C.P. brass chain and rubber plug complete for sink
or wash basin :
SUBHEAD -14.0 REPAIRS TO BUILDING
220
Code
No
14.63
Description
Unit
14.62.1
32 mm dia
each
Rate
Rs.
33.75
14.62.2
40 mm dia
each
34.90
sqm
13.85
sqm
27.95
Old work (Two or more coats on existing cement paint
surface applied @ 3.28 ltr/10 sqm.
sqm
82.85
Old work (One or more coats) applied @ 1.82 ltr/10 sqm.
sqm
48.60
Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on
existing cement paint surface).
sqm
36.30
Old work (One or more coat applied @ 0.90 ltr/10 sqm).
sqm
22.80
Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm)
over existing cement paint surface.
sqm
46.60
Old work (one or more coats applied @ 0.83 ltr/10 sqm).
sqm
29.45
Distempering with 1st quality acrylic washable distemper (ready made)
of approved manufacturer and of required shade and colour complete.
as per manufacturer's specification.
14.63.1
14.64
Finishing walls with water proofing cement paint of required shade :
14.64.1
14.65
14.65.2
Finishing walls with Acrylic Smooth exterior paint of required shade :
14.66.1
14.66.2
14.67
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone
additives of required shade
14.67.1
14.67.2
14.68
14.69
Old work (one or more coats applied @ 2.20 kg/10 sqm)
over priming coat of primer applied @ 0.80 litrs/10 sqm
complete including cost of Priming coat.
Finishing walls with textured exterior paint of required shade :
14.65.1
14.66
One or more coats on old work.
Painting (one or more coats) on rain water, soil, waste and vent pipes
and fittings with black anticorrosive bitumastic paint approved brand
and manufacture on old work :
14.68.1
100 mm diameter pipes
sqm
7.05
14.68.2
150 mm diameter pipes
sqm
10.05
Varnishing with varnish of approved brand and manufacture:
14.69.1
One or more coats with copal varnish.
sqm
21.00
14.69.2
One or more coats with spar varnish.
sqm
21.90
14.70
Melamine polishing on wood work (one or more coat).
sqm
45.15
14.71
Varnishing with flatting varnish of approved brand and manufacture one
or more coats on old work.
sqm
18.90
SUBHEAD -14.0 REPAIRS TO BUILDING
221
Code
No
14.72
Description
Unit
Rate
Rs.
Providing and fixing double scaffolding system (cup lock type) on the
exterior side, up to seven story height made with 40mm dia. M.S. tube
1.5 m centre to centre horizontal & vertical tubes joining with cup & lock
system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S.
staircase system in the scaffolding for working platform etc. and
maintaining it in a serviceable condition for the required duration as
approved and removing it there after .The scaffolding system shall be
stiffened with bracings, runners, connection with the building etc
wherever required for inspection of work at required locations with
essential safety features for the workmen etc. complete as per
directions and approval of Engineer-in-charge .The elevational area of
the scaffolding shall be measured for payment purpose .The payment
will be made once irrespective of duration of scaffolding.
sqm
82.70
Note: - This item to be used for maintenance work judicially, necessary
deduction for scaffolding in the existing item to be done.
+
SUBHEAD -14.0 REPAIRS TO BUILDING
222
SUB HEAD : 15.0
DISMANTLING
AND
DEMOLISHING
223
BASIC RATES (SH:15.0 DISMANTLING AND DEMOLISHING)
Code
No
Description
Unit
0038
Tractor with ripper attachment.
per day
1,000.00
0039
Tractor with trolley
per day
1,000.00
0040
Air compressor 250 cfm with two leads for pneumatic cutters/
hammers.
day
1,600.00
0041
Joint cutting machine with 2-3 blades
per day
800.00
0100
Bandhani
Day
138.45
0101
Bhisti
Day
138.45
0103
Blacksmith 2nd class
Day
141.60
0112
Carpenter 2nd class
Day
141.60
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0116
Fitter (grade 1)
Day
151.50
0117
Assistant Fitter or 2nd class Fitter
Day
141.60
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0128
Mate
Day
138.45
0130
Mistry
Day
151.50
0139
Skilled Beldar (for floor rubbing etc.)
Day
138.45
0761
Fuel wood
quintal
265.00
0771
Kerosene oil
litre
19.00
9999
Sundries
L.S.
1.00
SUB HEAD –15.0 DISMANTLING AND DEMOLISHING
225
Rate
Rs.
15.0 DISMANTLING AND DEMOLISHING
Code
No
Description
Unit
Rate
Rs.
15.1
Demolishing lime concrete manually/ by mechanical means and
disposal of material within 50 metres lead as per direction of Engineer
in charge.
cum
128.45
15.2
15.3
15.4
15.5
15.6
15.7
15.8
15.9
15.10
Demolishing cement concrete manually/ by mechanical means
including disposal of material within 50 metres lead as per direction of
Engineer - in - charge.
15.2.1
1:3:6 or richer mix
cum
368.45
15.2.2
1:4:8 or leaner mix
cum
226.90
Demolishing R.C.C. work manually/ by mechanical means including
stacking of steel bars and disposal of unserviceable material within 50
metres lead as per direction of Engineer - in- charge.
cum
537.55
Demolishing R.B. work manually/ by mechanical means including
stacking of steel bars and disposal of unserviceable material within 50
metres lead as per direction of Engineer-in- charge.
cum
479.85
Extra for cutting reinforcement bars manually/ by mechanical means in
R.C.C. or R.B. work (Payment shall be made on the cross sectional
area of R.C.C. or R.B. work) as per direction of Engineer - in -charge.
sqm
176.35
Extra for scrapping, cleaning and straightening reinforcement from
R.C.C. or R.B. work
kg
1.45
Demolishing brick work manually/ by mechanical means including
stacking of serviceable material and disposal of unserviceable material
within 50 metres lead as per direction of Engineer-in-charge.
15.7.1
In mud mortar
cum
106.45
15.7.2
In lime mortar with old mughal bricks
cum
268.25
15.7.3
In lime mortar
cum
128.45
15.7.4
In cement mortar
cum
310.75
Removing mortar from bricks and cleaning bricks including stacking
within a lead of 50 m (stacks of cleaned bricks shall be measured) :
15.8.1
From brick work in mud mortar
1000 nos
696.25
15.8.2
From brick work in lime mortar
1000 nos
801.80
15.8.3
From brick work in cement mortar
1000 nos
998.80
Demolishing stone rubble masonry manually/ by mechanical means
including stacking of serviceable material and disposal of unserviceable
material within 50 metres lead as per direction of Engineer-in-charge:
15.9.1
In lime mortar
cum
175.05
15.9.2
In cement mortar
cum
370.75
Dismantling dressed stone work ashlar face stone work, marble work or
precast concrete work manually/ by mechanical means including
SUBHEAD -15.0 DISMANTLING AND DEMOLISHING
226
Code
No
Description
Unit
Rate
Rs.
stacking of serviceable and disposal of unserviceable material within 50
metres lead as per direction of Engineer-in-charge:
15.11
15.12
15.13
15.14
15.15
15.10.1
In lime mortar
cum
221.55
15.10.2
In cement mortar
cum
433.60
Removing mortar from and cleaning stones and concrete articles (net
quantity of stacks of cleaned materials will be measured) :
15.11.1
In lime mortar
cum
71.65
15.11.2
In cement mortar
cum
103.55
Dismantling doors, windows and clerestory windows (steel or wood)
shutter including chowkhats, architrave, holdfasts etc. complete and
stacking within 50 metres lead :
15.12.1
Of area 3 sq. metres and below
each
54.60
15.12.2
Of area beyond 3 sq. metres
each
75.35
Taking out doors, windows and clerestory window shutters (steel or
wood) including stacking within 50 metres lead:
15.13.1
Of area 3 sq. metres and below
each
21.40
15.13.2
Of area beyond 3 sq. metres
each
28.25
cum
658.65
Dismantling wood work in frames, trusses, purlins and rafters up to 10
metres span and 5 metres height including stacking the material within
50 metres lead:
15.14.1
Of sectional area 40 square centimetres and above.
15.14.2
Of sectional area below 40 square centimetres.
15.15.2
Of sectional area 40 square centimetres and above.
Cum per
metre span
95.55
Of sectional area below 40 square centimetres.
Metre per
metre span
0.25
Extra for dismantling trusses, rafters, purlins etc. of wood work for every
additional height of one metre or part thereof beyond 5 metres :
15.16.1
15.16.2
15.17
2.65
Extra for dismantling trusses, rafters, purlins etc. of wood work for every
additional span of one metre or part thereof beyond 10 metres :
15.15.1
15.16
metre
Of sectional area 40 square centimetres and above.
Of sectional area below 40 square centimetres.
Cum per
metre
height
135.20
Metre per
metre
height
0.50
Dismantling steel work in single sections including dismembering and
stacking within 50 metres lead in:
15.17.1
R.S. Joists
kg
0.50
15.17.2
Channels, angles, tees and flats
kg
0.35
SUBHEAD -15.0 DISMANTLING AND DEMOLISHING
227
Code
No
Description
15.18
15.19
15.20
15.21
Unit
Rate
Rs.
Dismantling steel work in built up sections in angles, tees, flats and
channels including all gusset plates, bolts, nuts, cutting rivets, welding
etc. including dismembering and stacking within 50metres lead.
kg
0.85
Dismantling steel work manually/ by mechanical means in built up
sections without dismembering and stacking within 50 metres lead as
per direction of Engineer-in-charge.
kg
0.60
Extra for dismantling trusses, rafters, purlins etc. of steel work for every
additional span of one metre or part thereof beyond 10 metres
Kg per
metre span
0.15
Extra for dismantling trusses, rafters, purlins etc. of steel work for every
additional height of one metre or part thereof beyond 5 metres.
Kg per
metre
height
0.15
kg
0.65
15.22
Extra for marking of structural steel work required to be re-erected.
15.23
Dismantling tile work in floors and roofs laid in cement mortar including
stacking material within 50 metres lead.
15.24
15.25
15.26
15.27
15.28
15.29
15.30
15.31
15.32
15.23.1
For thickness of tiles 10 mm to 25 mm
sqm
10.90
15.23.2
For thickness of tiles above 25 mm and up to 40 mm
sqm
16.60
Demolishing dry brick pitching in floors, drains etc. including stacking
serviceable material and disposal of unserviceable material within 50
metres lead :
cum
199.55
Dismantling stone slab flooring laid in cement mortar including stacking
of serviceable material and disposal of unserviceable material within 50
metres lead.
sqm
40.50
Demolishing brick tile covering in terracing including stacking of
serviceable material and disposal of unserviceable material within 50
metres lead.
sqm
15.45
Demolishing mud phaska in terracing and disposal of material within 50
metres lead.
cum
137.90
Dismantling roofing including ridges, hips valleys and gutters etc., and
stacking the material within 50 metres lead of:
15.28.1
G.S. Sheet
sqm
24.70
15.28.2
Asbestos sheet
sqm
11.75
Dismantling stone slab roofing over wooden karries or R.C.C. battens
(dismantling karries and battens to be paid for separately) including
stacking of serviceable material and disposal of unserviceable material
within 50 metres lead.
cum
405.25
Dismantling jack arch roofing and floors including stacking of
serviceable material and disposal of unserviceable material within 50
metres lead.
sqm
38.65
Dismantling tiled roofing with battens boarding etc. complete including
stacking of serviceable material and disposal of unserviceable material
within 50 metres lead.
sqm
32.05
sqm
8.90
Demolishing thatch roofing including mats, bamboo, jaffari etc.
complete including stacking of serviceable material and disposal of
SUBHEAD -15.0 DISMANTLING AND DEMOLISHING
228
Code
No
Description
Unit
Rate
Rs.
metre
3.15
unserviceable material within 50 metres lead.
15.33
15.34
15.35
15.36
15.37
15.38
15.39
15.40
15.41
15.42
15.43
Dismantling wooden ballies in posts and struts including stacking within
50 metres lead.
Dismantling and stacking within 50 metres lead, fencing posts or struts
including all earth work and dismantling of concrete etc. in base of :
15.34.1
T’ or ‘L’ iron or pipe
each
44.85
15.34.2
R.C.C.
each
53.05
Cutting ballies or wooden posts of fencing at the point of projection
above the concrete or ground and stacking the same within 50 metres
lead.
each
4.85
Dismantling barbed wire or flexible wire rope in fencing including
making rolls and stacking within 50 metres lead.
kg
5.55
Dismantling wooden trellis work excluding frames but including stacking
the serviceable material within 50 metres lead.
sqm
9.80
Dismantling expanded metal or I.R.C. fabrics with necessary battens
and beading including stacking the serviceable material within 50
metres lead.
sqm
11.55
Dismantling wooden boardings in lining of walls and partitions,
excluding supporting members but including stacking within 50 metres
lead :
15.39.1
Up to 10 mm thick
sqm
9.35
15.39.2
Thickness above 10 mm up to 25 mm
sqm
11.95
15.39.3
Thickness above 25 mm up to 40 mm
sqm
14.25
Dismantling precast concrete or stone slabs in walls, partition walls etc.
including stacking within 50 metres lead:
15.40.1
Thickness up to 40 mm
sqm
44.10
15.40.2
Thickness above 40 mm up to 75 mm
sqm
66.05
sqm
8.60
Dismantling cement asbestos or other hard board ceiling or partition
walls including stacking of serviceable materials and disposal of
unserviceable materials within 50 metres lead.
Dismantling C.I. or asbestos rain water pipe with fittings and clamps
including stacking the material within 50 metres lead :
15.42.1
75 to 80 mm dia pipe.
metre
11.40
15.42.2
100 mm dia pipe
metre
11.80
15.42.3
150 mm dia pipe
metre
12.20
Dismantling manually/ by mechanical means including stacking of
serviceable material and disposal of unserviceable material within
50metres lead as per direction of Engineer-in-charge :
15.43.1
Water bound macadam road
sqm
34.30
15.43.2
bituminous road
sqm
66.30
SUBHEAD -15.0 DISMANTLING AND DEMOLISHING
229
Code
No
Description
15.44
Dismantling G.I. pipes (external work) including excavation and refilling
trenches after taking out the pipes, manually/ by mechanical means
including stacking of pipes within 50 metres lead as per direction of
Engineer-in-charge :
15.45
15.46
15.47
15.48
15.49
15.50
15.51
Unit
Rate
Rs.
15.44.1
15 mm to 40 mm nominal bore
metre
24.90
15.44.2
Above 40 mm nominal bore
metre
29.05
Dismantling C.I. pipes including excavation and refilling trenches after
taking out the pipes, manually/ by mechanical means breaking lead
caulked joints, melting of lead and making into blocks including stacking
of pipes & lead at site within 50 metre lead as per direction of Engineerin-charge:
15.45.1
Up to 150 mm diameter
metre
63.45
15.45.2
Above 150 mm dia up to 300 mm dia.
metre
86.00
15.45.3
Above 300 mm diameter
metre
113.20
Dismantling steel cylinder R.C. pipes including excavation and refilling
trenches after taking out the pipes, manually/ by mechanical means
breaking lead caulked joints, melting of lead and making into blocks
including stacking of pipes & lead at site within 50 metres lead as per
direction of Engineer-in-charge:
15.46.1
Up to 600 mm diameter
metre
113.20
15.46.2
Above 600 mm diameter
metre
279.20
Dismantling asbestos cement pressure pipes including excavation and
refilling trenches after taking out the pipes manually/ by mechanical
means and stacking the pipes within 50 metres lead as per direction of
Engineer-in-charge:
15.47.1
Up to 150 mm diameter
metre
49.85
15.47.2
Above 150 mm diameter
metre
60.65
Taking out C.I. cover with frame from R.C.C. top slab of manholes of
various sizes including demolishing of R.C.C. work manually/ by
mechanical means and stacking of useful materials near the site and
disposal of unserviceable materials within 50 metres lead as per
direction of Engineer-in-charge.
each
110.35
Taking out C.I. cover with frame from R.C.C. top slab of inspection
chambers of various sizes including demolishing of R.C.C. work
manually/ by mechanical means and stacking of useful materials near
the site and disposal of unserviceable materials within 50 metres lead
as per direction of Engineer-in-charge.
each
65.05
Dismantling of R.C.C. spun vent shaft including excavating the cement
concrete pit completely, taking out the shaft, refilling the excavated gap,
stacking the useful materials near the site and disposal of
unserviceable materials within 50 metres lead.
each
711.50
Dismantling of road gully chamber of various sizes including
C.I. grating with frame including stacking of useful materials
near the site and disposal of unserviceable materials within 50
each
149.50
SUBHEAD -15.0 DISMANTLING AND DEMOLISHING
230
Code
No
Description
Unit
Rate
Rs.
each
143.35
metres lead including refilling the excavated gap.
15.52
15.53
15.54
15.55
15.56
15.57
15.58
15.59
Dismantling of flushing cistern of any size including stacking of useful
materials near the site and disposal of unserviceable materials within
50 metres lead.
Dismantling of C.I. sluice valve including stacking of useful materials
within a lead of 50 metres
15.53.1
Up to 150 mm diameter
each
52.70
15.53.2
Above 150 mm diameter
each
178.50
each
105.70
Dismantling of spindle fire hydrant including stacking of useful materials
within 50 metres lead.
Dismantling of cement concrete platform along with curtain walls and
base concrete etc. including stacking of useful materials near the site
and disposal of unserviceable materials within 50 metres lead :
15.55.1
120 x 120 cm (outside to outside)
each
166.60
15.55.2
210 x 120 cm (outside to outside)
each
255.65
15.55.3
320 x 120 cm (outside to outside)
each
361.65
Dismantling old plaster or skirting raking out joints and cleaning the
surface for plaster including disposal of rubbish to the dumping ground
within 50 metres lead.
sqm
8.20
Dismantling aluminium/ Gypsum partitions, doors, windows, fixed
glazing and false ceiling including disposal of unserviceable surplus
material and stacking of serviceable material with in 50 meters lead as
directed by Engineer-in-charge.
sqm
8.65
Demolishing C.C. /R.C.C. work by mechanical means and stockpiling
at designated locations and disposal of dismantled materials up to a
lead of 1000m, stacking serviceable and unserviceable material
separately including cutting reinforcement bars.
cum
731.05
Dismantling of flexible pavement (bituminous courses) by mechanical
means and disposal of dismantled material up to a lead of 1000 metres,
as per direction of Engineer-in-charge.
cum
106.20
SUBHEAD -15.0 DISMANTLING AND DEMOLISHING
231
SUB HEAD : 16.0
ROAD WORK
233
BASIC RATES (SH: 16.0 ROAD WORK)
Code
No
Description
Unit
Rate
Rs.
0001
Hire charges of Coaltar Boiler 900 to 1400 litres
Day
595.00
0002
Hire charges of Concrete Mixer 0.14 cubic metre
Day
400.00
0003
Hire charges of Diesel Road Roller - 8 to 10 tonne
Day
1,000.00
0005
Hire charges of Diesel Truck - 9 tonne
Day
1,008.00
0007
Hire charges of Coaltar Sprayer
Day
250.00
0008
Hire charges of Barber green, drying, mixing and Asphalt Plant, with
accessories, capacity 30/45 tonne
Day
7,050.00
0013
Machine for rubbing of floors
Day
200.00
0014
Front end loader
Day
6,000.00
0016
Mastic Cooker
Day
515.00
0017
Hire and running charges of tipper
Day
1,030.00
0018
Hire and running charges of loader.
Day
800.00
0021
Pin vibrator
Day
288.00
0022
Surface Vibrator
Day
330.00
0029
Carriage of concrete by transit mixer.
km/ cum
0030
Generator 250 KVA.
per day
1,600.00
0033
Paint applicator.
per day
680.00
0038
Tractor with ripper attachment.
per day
1,000.00
0042
C.C .batch mix plant.
day
88,000.00
0043
Road sweeper
day
480.00
0045
Slip form paver with sensor.
day
12,000.00
0046
Water tanker 5000 Ltr Capacity
day
800.00
0047
Concrete joint cutting machine.
day
800.00
0048
Texturing machine.
day
800.00
0100
Bandhani
Day
138.45
0101
Bhisti
Day
138.45
0102
Blacksmith 1st class
Day
151.50
0103
Blacksmith 2nd class
Day
141.60
0113
Chowkidar
Day
135.25
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
SUB HEAD –16.0 ROAD WORK
235
18.00
Code
No
Description
Unit
Rate
Rs.
0126
Mason (for ornamental stone work) 1st class
Day
151.50
0128
Mate
Day
138.45
0130
Mistry
Day
151.50
0131
Painter
Day
141.60
0138
Sprayer (for bitumen, tar etc.)
Day
138.45
0139
Skilled Beldar (for floor rubbing etc.)
Day
138.45
0155
Mason (average)
Day
146.55
0157
Operator (Pile/ Special machine)
Day
166.00
0286
Brick Aggregate (Single size) : 50 mm nominal size
cum
355.00
0287
Brick Aggregate (Single size) : 40 mm nominal size
cum
360.00
0291
Stone Aggregate (Single size) : 63 mm nominal size
cum
600.00
0292
Stone Aggregate (Single size) : 50 mm nominal size
cum
625.00
0293
Stone Aggregate (Single size) : 40 mm nominal size
cum
650.00
0294
Stone Aggregate (Single size) : 25 mm nominal size
cum
675.00
0295
Stone Aggregate (Single size) : 20 mm nominal size
cum
700.00
0296
Stone Aggregate (Single size) : 12.5 mm nominal size
cum
700.00
0297
Stone Aggregate (Single size) : 10 mm nominal size
cum
700.00
0298
Stone Aggregate (Single size) : 06 mm nominal size
cum
750.00
0304
Bajri
cum
510.00
0309
Paving bitumen S-90 of approved quality
tonne
22,500.00
0310
Bitumen emulsion
tonne
19,500.00
0312
Bitumen grade PMB - 40
M.T.
30,000.00
0313
Blown type petroleum bitumen of penetration 85/25 of approved
quality
tonne
25,000.00
0314
Bitumen hot sealing compound : grade A
kilogram
0317
Premoulded joint filler 12 mm thick
sqm
300.00
0364
Wire brush
each
15.00
0365
Soft brush
each
12.00
0367
Portland Cement
tonne
0370
Coal (steam)
quintal
0588
Chromium plated Brass screws 25 mm
100 Nos
0777
Dry hydrated lime (factory made)
quintal
177.00
0784
Marble dust/ powder
cum
800.00
0810
Moorum
cum
310.00
0979
Royalty for good earth
cum
11.00
SUB HEAD –16.0 ROAD WORK
236
20.00
4,500.00
300.00
83.00
Code
No
Description
Unit
Rate
Rs.
0982
Coarse sand (zone III)
cum
600.00
0983
Fine sand (zone IV)
cum
320.00
1007
Structural steel such as tees, angles channels and R.S. joists
quintal
1021
Hard drawn steel wire fabric
sqm
310.00
1028
Straining bolts
each
50.00
1029
Galvanised steel barbed wire
quintal
1030
Galvanised steel turn buckles
each
9.00
1151
Boundary stone top chisel dressed 15x15x90 cm
each
46.00
1158
Stone for pitching 15 cm x 22.5 cm
cum
332.00
1159
Stone dust
cum
700.00
1235
Diesel oil
litre
30.25
1241
Commercial LPG in cylinder.
kg
35.00
1980
Fly ash
cum
2200
Carriage of steam coal
tonne
2201
Carriage of Bricks
1000 Nos
2202
Carriage of Stone aggregate below 40 mm nominal size
cum
53.21
2203
Carriage of Coarse sand
cum
53.21
2205
Carriage of Steel
tonne
47.29
2206
Carriage of Stone aggregate 40 mm nominal size and above
cum
57.83
2208
Carriage of Lime
cum
53.21
2209
Carriage of Cement
tonne
47.29
2211
Carriage of Tar bitumen
tonne
53.21
2215
Carriage of Soling stone & masonry stone
cum
62.60
2216
Carriage of Stone blocks white & red sand stone & Kota stone slab
tonne
47.29
2241
Carriage of Good earth
cum
66.51
2260
Carriage of Brick aggregate
cum
57.83
2261
Carriage of Fine sand (1 part badarpur sand : 2 parts jamuna sand)
cum
53.21
2265
Carriage of Moorum
cum
53.21
2267
Carriage of Stone dust
cum
53.21
2302
Carriage of G.I. sheet and accessories
tonne
47.29
2311
Carriage of Red bajri
cum
53.21
2314
Carriage of Barbed wire
tonne
47.29
2335
Carriage of Jamuna sand
cum
53.21
2342
Carriage of solvent/ Diesel.
quintal
SUB HEAD –16.0 ROAD WORK
237
3,100.00
4,400.00
6.00
60.81
141.88
5.32
Code
No
Description
Unit
Rate
Rs.
2602
F.P.S. bricks class designation75
Nos
1,900.00
2704
Aluminium Strip 40 mm wide and 2 mm thick
kilogram
195.00
2901
Stone Aggregate (Single size) : 100 mm nominal size
cum
575.00
2902
Stone Aggregate (Single size) : 80 mm nominal size
cum
575.00
2903
Stone chippings/ screenings 4.75 mm nominal size
cum
800.00
2904
Stone chippings/ screenings 150 micron nominal size
cum
800.00
2908
Over burnt (Jhama) Brick Aggregate: 120 mm to 40 mm size
cum
285.00
2909
Over burnt (Jhama) Brick Aggregate: 90 mm to 40 mm size
cum
320.00
2910
Stone chippings/ screenings 12.5/ 13.2 mm nominal size
cum
700.00
2911
Stone chippings/ screenings 10/ 11.2 mm nominal size
cum
700.00
2914
Solvent
kilogram
2916
Paving Asphalt 80/100 penetration
tonne
5001
Mobil oil
litre
95.00
6501
Sand zone V (Jamuna)
cum
175.00
7254
Hardening Compound
litre
29.00
7255
Road marking paint (spirit based)
litre
97.00
7256
Superior quality road marking paint
litre
148.00
7309
Paving Asphalt 60/70 penetration
tonne
7318
Plasticizer / super plasticizer
kilogram
7382
Bitumen emulsion rapid setting (R.S.) confirming to IS : 8887-1995
tonne
7426
Cat's eye
each
7739
Modified Bitumen Refinery produced CRMB - 55
Tonne
26,000.00
7741
Modified Bitumen Refinery produced CRMB - 60
tonne
26,300.00
7742
Bitumen emulsion medium setting (M.S.) confirming to IS : 8887-1995
tonne
19,500.00
8685
Delineator
each
560.00
8686
Precast C.C. Kerb stone M - 25
cum
3,500.00
8687
Thermoplastic paint
kg
67.22
8688
Glass beads
kg
68.00
8689
Interlocking C.C. paver block ( 60 mm thick, M-30 )
sqm
225.00
8690
High intensity retro - reflective sheet.
sqm
1,400.00
8691
Punched tape concertina coil 600 m dia. 10m openable length (Total
length 90m)
bundle
8692
RBT reinforced barbed wire.
metre
8693
Turn buckle and strengthening bolt.
each set
35.00
8694
Precast pavement slab 450 x 450 x 50mm (M - 30).
each
40.00
SUB HEAD –16.0 ROAD WORK
238
18.00
22,500.00
23,200.00
30.00
32,000.00
450.00
650.00
7.50
Code
No
Description
Unit
Rate
Rs.
8695
Chain link fabric fencing mesh of size 50x50mm made of G.I. wire of
dia. 4mm.
sqm
225.00
8696
Chain link fabric fencing mesh of size 50x50mm made of G.I. wire of
dia. 4mm, PVC coated to outer dia. 5mm.
sqm
250.00
8697
Chain link fabric fencing mesh of size 25x25mm made of G.I. wire of
dia. 3mm.
sqm
300.00
9999
Sundries
L.S.
1.00
SUB HEAD –16.0 ROAD WORK
239
16.0 ROAD WORK
Code
No
Description
Unit
Rate
Rs.
Preparation and consolidation of sub grade with power road roller of 8 to
12 tonne capacity after excavating earth to an average of 22.5 cm. depth,
dressing to camber and consolidating with road roller including making
good the undulations etc. and re-rolling the sub grade and disposal of
surplus earth lead upto 50 metres.
sqm
33.90
Extra for compaction of earth work in embankment under optimum
moisture conditions to give at least 95% of the maximum dry density
(proctor density).
cum
4.50
ROADS
16.1
16.2
16.3
16.4
16.5
16.6
Supplying and stacking at site.
16.3.1
90 mm to 45 mm size stone aggregate.
cum
742.30
16.3.2
63 mm to 45 mm size stone aggregate.
cum
768.45
16.3.3
53 mm to 22.4 mm size stone aggregate.
cum
810.55
16.3.4
Over burnt (Jhama) brick aggregate 120 mm to 40 mm.
cum
398.20
16.3.5
Over burnt (Jhama) brick aggregate 90 mm to 45 mm.
cum
438.85
16.3.6
Stone screening 13.2 mm nominal size (Type A).
cum
892.25
16.3.7
Stone screening 11.2 mm nominal size (Type B).
cum
979.40
16.3.8
Red bajri
cum
654.15
16.3.9
Good earth.
cum
144.05
16.3.10
Moorum.
cum
421.85
cum
192.55
Laying spreading and compacting stone aggregate of specified sizes to
WBM specifications including spreading in uniform thickness, hand
picking , rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages
to proper grade and camber, applying and brooming requisite type of
screening / binding material to fill up interstices of coarse aggregate
watering and compacting to the required density .
Laying water bound macadam sub-base with brick aggregate and
blinding material, earth etc. including screening, sorting and spreading to
template and consolidation with light power road-roller etc.
complete.(payment for brick aggregate and moorum etc. to be made
separately)
16.5.1
Over burnt (Jhama) brick aggregate 120 mm to 40 mm.
cum
136.20
16.5.2
Over burnt (Jhama) brick aggregate 90 mm to 45 mm.
cum
136.20
sqm
6.70
Supplying, stacking and Spreading 6 mm thick red bajri, watering and
rolling complete including preparation of the surface and rolling.
16.6.1
16.7
With road roller/ hand roller.
Brick edging in full brick width and half brick depth including excavation,
refilling and disposal of surplus earth lead upto 50 metres.
SUBHEAD -16.0 ROAD WORK
240
Code
No
Description
Unit
Rate
Rs.
metre
52.35
metre
14.90
Scarifying metalled (water-bound) road surface including disposal of
rubbish lead upto 50m and consolidation of the aggregate received from
scarifying with power road roller of 8 to 10tonne capacity.
sqm
6.45
Making bajri path including preparation of subgrade, supplying and laying
brick aggregate of 50mm nominal size 7.5 cm deep with blinding material
consisting of 12 mm moorum and 12 mm red bajri consolidated with road
roller.
sqm
69.95
Dry stone pitching 22.5 cm thick including supply of stones and preparing
surface complete.
sqm
211.10
sqm
183.55
16.7.1
16.8
Brick edging laid lengthwise with half brick depth including excavation,
refilling and disposal of surplus earth lead upto 50 metres :
16.8.1
16.9
16.10
16.11
16.12
16.14
With F.P.S. bricks of class designation 75
Dry brick pitching half brick thick in drains including supply of bricks and
preparing the surface complete :
16.12.1
16.13
With F.P.S. bricks of class designation 75
With F.P.S. bricks of class designation 75
Cutting road and making good the same including supply of extra
quantities of materials i.e. aggregate, moorum screening, red bajri and
labour required.
16.13.1
bituminous portion
cum
1,081.80
16.13.2
Water bound macadam.
cum
572.45
sqm
53.25
R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1
cement : 1.5 coarse sand : 3 graded stone aggregate 12.5
mm nominal size) with wooden plugs or 6mm bar nibs
wherever required as per direction of Engineer-in-charge
(cost of earth works in excavation, concrete works in
foundation to be paid separately).
cum
11547.90
Welded steel wire fabric of required width rectangular
mesh painted with two or more coats of enamel paint of
approved shade over a coat of primer (Priming & Painting
to be paid for separately).
kg
46.50
each set
88.15
Cutting bajri paths and making good the same including supply of extra
quantities of brick aggregate, moorum and red bajri required.
FENCING
16.15
Supplying at site :
16.15.1
16.15.2
16.16
16.17
Supplying and fixing turn buckles and straining bolts for barbed wire
fencing.
Fencing with R.C.C. post placed at required distance, embedded in
cement concrete blocks, every 15th post, last but one end post and
corner post shall be strutted on both sides and end post one side only,
provided with horizontal lines and two diagonals of barbed wire 9.38 kg
per 100 metres (min) between the two posts fitted and fixed with G.I.
SUBHEAD -16.0 ROAD WORK
241
Code
No
Description
Unit
Rate
Rs.
metre
5.85
metre
8.45
Supplying at site Angle iron post & strut of required size including bottom
to be split and bent at right angle in opposite direction for 10 cm length
and drilling holes upto 10 mm dia. etc. complete.
Kg.
43.35
Welded steel wire fabric fencing with posts of specified material and of
standard design placed and embedded in cement concrete blocks
45x45x60cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone
aggregate 40mm nominal size) every 15th post, last but one end post
and corner post shall be strutted on both sides and end post on one side
only and struts embedded in cement concrete blocks 70x45x50cm of the
same mix, provided with welded steel wire fabric fixed between the posts
fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs
with G.I. binding wire (cost of posts, welded steel wire fabric, painting,
earth work in excavation and concrete to be paid for separately) :
sqm
11.50
per cm
height
per letter
1.55
Providing and fixing 15x15x90cm boundary stone of hard stone with top
30 cm chisel dressed on all four sides and on top (cost of excavation,
refilling and concrete etc. to be paid for separately).
each
77.10
Providing and fixing 15cm dia at top 20cm at bottom and 90cm high
precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand :
3 graded stone aggregate 20mm nominal size) boundary stone as per
standard design including finishing smooth with cement mortar 1:3 (1
cement : 3 fine sand) (cost of excavation, refilling and concreting to be
paid for separately).
each
258.15
staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed
while casting the post (cost of R.C.C. posts, struts, earth work and
concrete to be paid for separately) :- Payment to be made per metre cost
of total length of barbed wire used.
16.17.1
16.18
Fencing with angle iron post placed at required distance embedded in
cement concrete blocks, every 15th post, last but one end post and
corner post shall be strutted on both sides and end post on one side only
and provided with horizontal lines and two diagonals interwoven with
horizontal wires, of barbed wire 9.38 kg per 100 m (minimum) between
the two posts fitted and fixed with G.I. staples, turn buckles etc. complete.
(Cost of posts, struts, earth work and concrete work to be paid for
separately) :- Payment to be made per metre cost of total length of
barbed wire used.
16.18.1
16.19
16.20
With G.I. barbed wire
With G.I. barbed wire
ROAD SIGNS
16.21
16.22
16.23
16.24
Engraving letters in hard stone
Providing and fixing precast reinforced cement concrete 1:1.5:3 (1
cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal
size) kilometre stone as per standard design including finishing smooth in
1:3 cement mortar (1 cement : 3 fine sand) but excluding the cost of earth
work, concrete in foundation, painting and lettering etc. which shall be
SUBHEAD -16.0 ROAD WORK
242
Code
No
Description
Unit
Rate
Rs.
paid for separately.
16.24.1
35x111x25 cm size.
each
1,094.45
16.24.2
50x152.5x25 cm size.
each
1,993.35
16.24.3
35x93.5x18 cm size.
each
740.20
Surface dressing on new surface with paving bitumen of grade A-90/S-90
of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of
stone chippings 13.2 mm nominal size per 100 sqm of road surface
including consolidation with road roller of 6 to 8 tonne capacity etc.
complete:
sqm
89.40
Surface dressing on new surface in two coats with bitumen of grade A90/S-90 of approved quality using 1.8kg.of bitumen per sqm with 1.5cum
of stone chippings 13.2mm nominal size per 100 sqm of road surface for
first coat and 1.1kg. of bitumen per sqm. with 1.00 cu. metre of stone
chippings 11.2mm nominal size per 100 sqm. of road surface for second
coat including consolidation of each coat separately with road roller of 6
to 8 tonne capacity etc. complete.
sqm
121.15
Surface dressing on old surface with hot bitumen of grade A-90/ S-90 of
approved quality using 1.95 kg of bitumen per sqm. with 1.50 cum of
stone chippings 11.2 mm nominal size per 100 sqm of road surface
including consolidation with road roller of 6 to 8 tonne capacity, etc.
complete.
sqm
74.05
sqm
70.10
sqm
44.85
SURFACE DRESSING
16.25
16.26
16.27
16.28
Surface dressing one coat on new surface with bitumen of specified
grade at a rate of 1.95 kg/sqm. of surface area with 1.5 cum. of stone
chippings 13.2 mm nominal size per 100 sqm. of road surface including
consolidation with road roller of 6 to 8 tonne capacity , etc. complete :
16.28.1
16.29
Using bitumen emulsion (minimum 50% bitumen content RS grade conforming to IS : 8887).
Surface dressing one coat on old surface with bitumen of specified grade
at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone
chippings 11.2 mm nominal size per 100 sqm. of road surface including
consolidation with road roller of 6 to 8 tonne capacity etc. complete :
16.29.1
Using bitumen emulsion (minimum 50% bitumen content RS grade conforming to IS : 8887).
PREMIX CARPET
16.30
16.31
Providing and applying tack coat using hot straight run bitumen of grade
80/ 100 including heating the bitumen, spraying the bitumen with
mechanically operated spray unit fitted on bitumen boiler, cleaning and
preparing the existing road surface as per specifications :
16.30.1
On W.B.M. @ 0.75 Kg / sqm.
sqm
23.90
16.30.2
On bituminous surface @ 0.50 Kg / sqm.
sqm
17.15
Providing and applying tack coat using bitumen emulsion (Rapid Setting)
complying with IS 8887-1995, spraying the bitumen emulsion with
SUBHEAD -16.0 ROAD WORK
243
Code
No
Description
Unit
Rate
Rs.
mechanically operated spray unit, cleaning and preparing the existing
road surface as per specifications :
16.31.1
On W.B.M @ 0.4kg/sqm.
sqm
18.00
16.31.2
On bituminous surface @ 0.25kg/sqm.
sqm
12.35
With paving Asphalt 80 /100 heated and then mixed with
solvent at the rate of 70 grams per kg of asphalt.
sqm
81.95
16.32.2
With paving Asphalt 60/70 with no solvent
sqm
81.00
16.32.3
With Refinery Modified Bitumen CRMB 55 conforming to
IRC : SP : 53-1999.
sqm
87.80
With paving Asphalt 80/100 heated and then mixed with
solvent at the rate of 70 grams per kg of asphalt.
sqm
100.35
16.33.2
With paving Asphalt 60/70 with no solvent
sqm
99.15
16.33.3
With Refinery Modified Bitumen CRMB 55 conforming to
IRC: SP: 53-1999.
sqm
107.65
2 cm premix carpet surfacing with 2.4cum of stone chippings 11.2 mm
nominal size per 100 sqm and bitumen emulsion (medium setting min.
65% bitumen content) complying with IS : 8887-1995 using 96kg per cum
of chipping including consolidation with road roller of 6 to 9 tonne
capacity etc. complete .
sqm
81.95
2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm
nominal size per 100 sqm and bitumen emulsion (medium setting min.
65% bitumen contents) complying with IS : 8887-1995 using 96 kg per
cum of chippings of road surface including consolidation with road roller
etc complete .
sqm
101.15
Note : Use of this item shall be restricted only for sites at sub zero
temperature or for emergency applications.
16.32
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone
chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm.
and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2
mm and 11.2 mm size respectively including a tack coat with hot straight
run bitumen including consolidation with road roller of 6 to 9 tonne
capacity etc. complete: (tack coat to be paid for separately).
16.32.1
16.33
2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone
chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52
kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and
11.2 mm size respectively including a tack coat with hot straight run
bitumen including consolidation with road roller of 6 to 9 tonne capacity
etc. complete. (tack coat to be paid for separately) :
16.33.1
16.34
16.35
16.36
Providing and laying Bitumen Penetration Macadam with hard stone
aggregate of quality, size and grading as specified, with bitumen of
suitable penetration grade including required key aggregate as specified,
spreading coarse aggregate with the help of self propelled / tipper tail
mounted aggregate spreader and applying bitumen by a pressure
distributor and then spreading key aggregate with the help of aggregate
SUBHEAD -16.0 ROAD WORK
244
Code
No
Description
Unit
Rate
Rs.
For 50mm compacted thickness using coarse aggregate
of size 50-20 mm graded @ 0.60 cum per 10 sqm key
aggregate of size 12.5 mm graded @ 0.15 cum per 10
sqm. With paving asphalt 80/100 @ 50 kg/10 sqm.
sqm
219.75
For 75 mm compacted thickness in two layers using stone
aggregate of size 63-41 mm graded @ 0.90 cum per 10
sqm key aggregate of size 20.0 mm graded @ 0.18 cum
per 10 sqm. With paving asphalt 80/100 @ 68 kg/10 sqm.
sqm
311.60
spreader complete including consolidation with road roller of minimum 8
to 10 tonne capacity to achieve specified values of compaction and
surface accuracy :
16.36.1
16.36.2
MASTIC AND BITUMASTIC WEARING COURSE
16.37
16.38
Providing and laying bitumen mastic wearing course (as per
specifications) with industrial bitumen of grade 85/25 conforming to IS :
702 prepared by using mastic cooker and laid to required level and slope
including providing antiskid surface with bitumen precoated fine grained
hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm
and at approximates spacing of 10cm centre to centre in both directions,
pressed into surface protruding 1mm to 4mm over mastic surface,
including cleaning the surface, removal of debris etc. all complete. (
Considering bitumen using 10.2% as per MORTH specification .)
16.37.1
25mm thick.
sqm
493.45
16.37.2
40 mm thick
sqm
789.50
With paving Asphalt 80/100 heated and then mixed with
solvent at the rate of 70 grams per kg of asphalt.
sqm
134.45
16.38.2
With paving Asphalt 60/70.
sqm
132.50
16.38.3
With Refinery Modified Bitumen CRMB 55 conforming to
IRC: SP : 53-1999.
sqm
146.80
sqm
208.10
2.5 cm thick bitumastic sheet with hot bitumen of approved quality using
stone chippings (60% 12.5 mm nominal size and 40% 10 mm nominal
size) @ 1.65 cum per 100 sqm and coarse sand at 1.65 cum per 100
sqm of road surface and with bitumen @ 56 kg/cum of stone chippings
and @ 128 kg/cum. of sand over a tack coat with hot straight run bitumen
including consolidation with road roller of 8 to 10 tonne etc. complete.
(tack coat to be paid separately) :
16.38.1
16.39
4 cm thick bitumastic sheet with hot bitumen of approved quality using
stone chippings (60% 12.5mm nominal size and 40% 10mm nominal
size) @ 2.60cum per 100 sqm and coarse sand at 2.60cum per 100 sqm
of road surface and with bitumen @ 56 kg/cum. of stone chippings and at
128 kg/cum of sand over a tack coat with hot straight run bitumen
including consolidation with road roller of 8 to 10 tonne etc. complete.
(tack coat to be paid separately) :
16.39.1
SUBHEAD -16.0 ROAD WORK
With paving Asphalt 80/100 heated and then mixed with
solvent at the rate of 70 grams per kg of asphalt.
245
Code
No
Description
Unit
Rate
Rs.
16.39.2
With paving asphalt 60/70 with no solvent
sqm
205.00
16.39.3
With Refinery Modified Bitumen CRMB 55 conforming to
IRC: SP : 53-1999.
sqm
227.60
Providing and laying seal coat of premixed fine aggregate ( passing 2.36
mm and retained on 180 micron sieve) with bitumen using 128 kg of
bitumen of grade 80 / 100 bitumen per cum of fine aggregate and 0.60
cum of fine aggregate per 100 sqm of road surface including rolling and
finishing with road roller all complete.
sqm
36.85
Providing and laying seal coat over prepared surface of road with
bitumen heated in bitumen boiler fitted with the spray set spraying using
98 kg of bitumen of grade 80/100 and blinding surface with 0.90cum of
stone aggregate of 6.7 mm size (Passing 11.2mm sieve and retained on
2.36mm sieve) per 100 sqm of road surface including rolling and finishing
with power road roller all complete.
sqm
50.00
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 40 mm nominal size) in pavements, laid to required slope and
camber in panels as required including consolidation finishing and
tamping complete.
cum
3262.05
Providing and laying design mix cement concrete in roads, taxi tracks
and runways having a minimum works test beam flexural strength of 30
2
kg. per cm at 28 days using not less than 340 Kg. of cement per cum of
finished concrete, coarse sand and graded stone aggregate of 40mm
nominal size in appropriate proportions as per specified design criteria
approved by Engineer-in-Charge, mechanically vibrated using needle
and surface vibrators including steel form work with sturdy M. S. channel
sections including curing and providing and filling construction joints and
dummy joints with approved joint filler and primer including rounding of
the edges and filling the grooves 10x25mm deep at top for construction
joints and 10mmx50mm deep at top for dummy joints with joint sealing
compound (conforming to grade B of IS : 1834) including making
necessary arrangements for expansion joints etc. all complete.
cum
3,692.20
Extra for providing and mixing hardening compound of approved quality
as per manufacturer's specification in cement concrete.
litre
33.70
Per cm
depth per
cm width
per m
length
2.00
SEAL COAT
16.40
16.41
Note : Seal coat items to be operated only with the prior approval of
Chief Engineer concerned.
CONCRETE PAVEMENT
16.42
16.43
16.44
16.45
16.46
Providing and fixing in position pre-moulded joint filler in expansion joints.
Providing and laying in position bitumen hot sealing compound for
expansion joints etc.
SUBHEAD -16.0 ROAD WORK
246
Code
No
Description
Unit
16.46.1
Using grade ‘A’ sealing compound.
Rate
Rs.
Per cm
depth per
cm width
per m
length
1.10
PAINTING ROAD / RUNWAY MARKING
16.47
16.48
Painting runway/taxi track/apron marking with adequate no. of coats to
give uniform finish with road marking paint of superior make as approved
by the Engineer-in-charge i/c cleaning the surface of all dirt, scales, oil,
grease and other foreign material etc. and lining out complete.
16.47.1
New work (Two or more coats)
sqm
70.15
16.47.2
Old work (One or more coats)
sqm
43.10
Painting road surface marking with adequate no. of coats to give uniform
finish with ready mixed road marking paint conforming to IS : 164, on
bituminous surface in white/yellow shade including cleaning the surface
of all dirt, scales, oil, grease and foreign material etc. complete.
16.48.1
New work (Two or more coats).
sqm
58.10
16.48.2
Old work (One or more coats)
sqm
37.40
Making bell mouth opening/ entrance of size 100x50x50cm for drainage
pipe under footpath including providing cement concrete 1:3:6 (1 cement
: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) for
shape of bell mouth including plastering providing and fixing precast
R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1
cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab &
bell mouth including centring, shuttering & neat cement punning inside
the bell mouth etc. all complete.
each
1034.60
Providing and fixing Glow studs of size 100x20 mm made of heavy duty
body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High
impact polystyrene) or ABS having electronically welded micro- prismatic
lens with abrasion resistant coating as approved by Engineer in charge.
The glow stud shall support a load of 13635 kg tested in accordance with
ASTM D4280. The slope of retro- reflective surface shall be 35 +/-5
degress to base .The reflective panels on both sides with at least 12 cm
of reflective area up each side. The luminance intensity should be as per
the specification and shall be tested as described in ASTM I: 809 as
recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the
Road surface using the adhesive conforming to IS, as per procedure
recommended by the manufacturer complete and as per direction of
Engineer-in-charge.
each
536.60
MISCELLANEOUS
16.49
16.50
16.51
Preparation of sub-base road pavement with commercial dry lime
(slaked), fly ash stabilised soil with a mix of 3% lime, 12% fly ash and
85% local suitable soil by weight, so as to achieve minimum field C.B.R.
of 20 including mixing, rolling with road roller curing etc. all complete.
SUBHEAD -16.0 ROAD WORK
247
Code
No
Description
16.51.1
16.52
Minimum thickness 15 cm.
Providing and fixing precast lime fly ash concrete blocks 1:2:3:6 (1lime: 2
fly ash : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
including finishing with 10mm thick cement mortar 1:3 (1 cement : 3
coarse sand) in foot paths including preparation of sub grade with a hand
rammer, laying 10 mm thick leveling course of fine sand (jamuna sand)
and filling the joints with fine sand.
Unit
Rate
Rs.
cum
323.20
cum
3,138.55
NEW ITEMS/ MODIFIED ITEMS
16.53
16.54
Providing and fixing concertina coil fencing with required dia 610
mm(having 50 nos. round per 6 metre length) up to 3m height of wall with
existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9
horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain
horizontal including necessary bolts or G.I. barbed wire tied to angle iron
all complete as per direction of Engineer-in-charge with reinforced barbed
tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of
165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre
(cost of M.S. angle, C.C. blocks shall be paid separately)
50/75mm average compacted thickness with bitumen of
60/70 grade @ 5% (percentage by weight of total mix) and
lime filler @ 2% (percentage by weight of Aggregate).
cum
5584.60
cum
4450.85
Providing and laying Bituminous Macadam on prepared surface with
specified graded crushed stone aggregate for profile corrective base/
binder course including loading of aggregate with F.E. loader , hot mixing
of stone aggregates and bitumen in hot mix plant, transporting the mixed
material by tippers to paver and laying the mixed material with paver
finisher fitted with electronic sensing device to the required level and
grade and rolling with road rollers, as per MORTH specification to
achieve the desired density and compaction but excluding the cost of
primer/ tack coat.
16.55.1
16.56
180.25
Providing and laying Dense Bituminous macadam on prepared surface
with specified graded crushed stone aggregate for profile corrective base/
binding course including loading of aggregate with FE loader and hot
mixing of stone aggregate, filler and bitumen in hot mix plant, transporting
the mixed material by tippers to paver and laying the mixed material with
paver finisher fitted with electronic sensing device to the required level
and grade and rolling by road roller as per MORTH specifications, to
achieve the desired density, but excluding the cost of primer / tack coat.
16.54.1
16.55
metre
50mm / 75mm average compacted thickness with bitumen
of 60/70 grade @ 3.5% (Percentage by weight of total
mix)
Providing and laying Dense Bituminous concrete on prepared surface
with specified graded stone aggregate for wearing course including
loading of aggregate with F.E. loader , and hot mixing of bitumen with
filler and stone aggregate in hot mix plant , transporting the mixed
material by tippers to paver and laying the mixed material with
mechanical paver finisher fitted with electronic sensing device to the
required level and grade and rolling with road rollers, as per MORTH
SUBHEAD -16.0 ROAD WORK
248
Code
No
Description
Unit
Rate
Rs.
cum
5,856.05
cum
6,323.40
cum
6,881.20
specification, to achieve the desired density and compaction but
excluding cost of primer/ tack coat.
16.56.1
16.57
Providing and laying Dense Bituminous Concrete on prepared surface
with specified graded stone aggregate for wearing course including
loading of aggregate with F.E. loader, and hot mixing of bitumen with filler
and stone aggregate in hot mix plant, transporting the mixed material by
tippers to paver and laying the mixed material with mechanical paver
finisher fitted with electronic sensing device to the required level and
grade and rolling with road rollers, as per MORTH specifications, to
achieve the desired density and compaction but excluding cost of primer/
tack coat.
16.57.1
16.58
40 mm/50mm compacted thickness with bitumen of grade
CRMB - 60 @ 5.5% and lime @3% (percentage by weight
of total mix).
Providing and laying Dense Bituminous Concrete on prepared surface
with specified graded stone aggregate for wearing course including
loading of aggregate with F.E. loader, and hot mixing of bitumen with filler
and stone aggregate in hot mix plant, transporting the mixed material by
tippers to paver and laying the mixed material with mechanical paver
finisher fitted with electronic sensing device to the required level and
grade and rolling with road rollers, as per MORTH specifications, to
achieve the desired density and compaction but excluding cost of primer/
tack coat.
16.58.1
16.59
40 mm/50mm compacted thickness with bitumen of grade
60/ 70 @ 5.5% and lime @3% (percentage by weight of
total mix).
40 mm/50mm compacted thickness with bitumen of grade
PMB - 40 @ 5.5% and lime @3% (percentage by weight of
total mix).
Manufacturing supplying and fixing retro reflective sign boards made up
of 2mm thick aluminium sheet, face to be fully covered with high intensity
encapsulated type heat activated retro reflective sheeting conforming to
type - IV of ASTM-D 4956-01 in blue and silver white or other colour
combination including subject matter, message (bi-lingual), symbols and
borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive
backing which shall be activated by applying heat and pressure
conforming to class -2 of ASTM-D-4956-01 and fixing the same with
suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame
of M.S. angle iron of size 25x25x3 mm along with theft resistant
measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5
mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm
welded with base plate of size 100x100x5 mm at the bottom end and
including making holes in pipes, angles flats, providing & fixing M.S.
message plate of required size steel work to be painted with two or more
coats of synthetic enamel paint of required shade and of approved brand
& manufacture over priming coat of zinc chromate yellow primer (vertical
MS-Tee support to be painted in black and white colours).Backside of
SUBHEAD -16.0 ROAD WORK
249
Code
No
Description
Unit
Rate
Rs.
Mandatory/ Regulatory sign boards of 900mm dia - metre with
part as length of 3750mm.
sqm
3778.70
Cautionary /warning sign boards of equilateral triangular shape
having each side of 900mm with support length of 3650mm.
sqm
2618.70
sqm
4,017.75
sqm
4119.40
sqm
497.30
aluminium sheet to be painted with two or more coats of epoxy paint over
and including appropriate priming coat including all leads and lifts etc.
complete as per drawing , specification and direction of Engineer--incharge.
16.59.1
16.59.2
16.60
Manufacturing supplying and fixing retro reflective overhead signage
boards made up of 2mm thick aluminium sheet face to be fully covered
with high intensity and encapsulated lens type heat activated retro
reflective sheeting conforming to type - III of ASTM-D-4956-01 as
approved by Engineer-in-charge letters, borders etc. as per IRC : 672001 in silver white with blue colour back ground and with high intensity
grade, pasted on substrate by pressure sensitive adhesive backing which
shall be activated by applying pressure conforming to class II of ASTM-D4956-01 and fixing the same to the plate of structural frame work by
means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300
mm centre to centre all along the periphery as well as in two vertical rows
along with theft resistant measures including the cost of painting with two
or more coats of epoxy paint in grey colour on the back side of aluminium
sheet including appropriate priming coat. The rate includes the cost of
rounding off the corners, lowering down the structural frame work from
the gantry, fixing and erecting the same in position all complete as per
drawings, specification and direction of the engineer-in-charge.(Structural
frame work including M.S. plate to be provided separately. Rectangular
area of the sheet only shall be measured for payment).
16.60.1
16.61
16.62
Overhead informatory road signage.
Providing Retro-reflective regulatory sign board of size 900mm dia meter
made out of 2mm thick aluminium sheet, face to be fully covered with
high intensity encapsulated lens type retro -reflective sheeting as
approved by Engineer-in-charge . Letter, symbols, borders etc. will be as
per IRC - 67 with required colour scheme on the boards and with the high
intensity grade A. The aluminium sheet to be riveted to M.S. frame of
angle iron of size 40x40x4mm The boards will be fixed to 1 No. 50x50mm
square post made of M.S. angle 50x50x4m, 4m long welded to the frame
with adequate anti-theft arrangement .Sheet work to be painted with two
or more coats of synthetic enamel paint over an under coat (primer) and
back side of aluminium sheet to be painted with two or more coats of
epoxy paint including appropriate priming coat complete in all respects as
per direction of Engineer-in-charge.
Providing and applying 2.5mm thick road marking strips (retro-reflective)
of specified shade/ colour using hot thermoplastic material by fully/ semi
automatic thermoplastic paint applicator machine fitted with profile shoe,
glass beads dispenser, propane tank heater and profile shoe heater,
driven by experienced operator on road surface including cost of
material, labour ,T&P, cleaning the road surface of all dirt, seals, oil,
SUBHEAD -16.0 ROAD WORK
250
Code
No
Description
Unit
Rate
Rs.
Providing and laying and making kerb channel 30cm wide and 50mm
thick of cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone
aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40
mm nominal size well rammed and consolidated and grouted with fine
sand including finishing the top smooth etc. complete and as per direction
of Engineer-in-charge.
sqm
198.80
Providing and laying 75mm thick compacted bed of dry brick aggregate
of 40mm thick nominal size including spreading, well ramming,
consolidating and grouting with jamuna sand including finishing smooth
etc. complete as per direction of Engineer-in-charge.
sqm
63.15
Providing and fixing post delineators made of ABS round body fitted with
2 nos.100mm dia high reflective reflectors and mounted on MS pipe of
65mm dia duly powder coated anti-rust and anti theft steel to be installed
as per direction of Engineer-in-charge.
each
786.35
each
10.85
Providing and fixing at or near ground level factory made RCC pavement
slab of M-30 grade of size 450x450x50mm (HPL or equivalent ) including
reinforcement with 6mm dia M.S. bars 4 nos on each side including
setting in position in footpath to the required level and line over a bed of
20mm average thick cement mortar (1 cement : 3 coarse sand ) having
thickness not more than 5mm except on curve including filling of joints
with same cement mortar and making grooves etc. complete as per
direction of Engineer-in-charge.
sqm
345.35
Providing and laying 60mm thick factory made cement concrete
interlocking paver block of M -30 grade made by block making machine
with strong vibratory compaction and of approved size and design/ shape
laid in required colour and pattern over and including 50mm thick
compacted bed of fine sand, filling the joints with fine sand etc. all
complete as per the direction of Engineer-in-charge.
sqm
346.35
Providing and laying at or near ground level factory made kerb stone of
M-25 grade cement in position to the required line, level and curvature
jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including
making joints with or without grooves (thickness of joints except at sharp
curve shall not to more than 5mm) including making drainage opening
wherever required complete etc. as per direction of Engineer-in-charge
(length of finished kerb edging shall be measured for payment). (Precast
C.C. kerb stone shall be approved by Engineer-in-charge).
cum
4,252.70
grease and foreign material etc. complete as per direction of Engineer-incharge and accordance with applicable specifications.
16.63
16.64
16.65
16.66
Excavating holes upto 0.10 cum including getting out the excavated soil.
then returning the soil as deported in layers not exceeding 20cm in depth
including consolidating and deposited layer by ramming watering etc.
Disposing of surplus excavated soil as directed with in a lead of 50mm
and lift upto 1.5 m.
16.66.1
16.67
16.68
16.69
16.70
All kind of soil.
Providing and fixing G.I. chain link fabric fencing of required width in
mesh size 50x50mm including strengthening with 2mm dia wire or nuts,
SUBHEAD -16.0 ROAD WORK
251
Code
No
Description
Unit
Rate
Rs.
bolts and washers as required complete as per the direction of Engineerin-charge.
16.71
16.72
16.73
16.74
16.75
16.76
16.77
16.70.1
Made of G.I. wire of dia 4mm.
sqm
373.45
16.70.2
Made of G.I. wire of dia. 4mm, PVC coated to achieve outer
dia. not less than 5mm in required colour and shade.
sqm
403.95
Providing and fixing G.I. chain link fabric fencing of required width in
mesh size 25x25 mm made of G.I. wire of dia. 3mm including
strengthening with 2mm dia. wire or nuts, bolts and washers as required
complete as per the direction of Engineer-in-charge.
sqm
464.95
Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at
site.
cum
458.35
Dry stone pitching 22.5cm thick laid in courses and required profile with
hammer dressed stones having no side less than 15 cm, with minimum
depth of 20cm including preparing the bedding surface etc. all
complete.(Payment for Stone to be made separately)
sqm
96.60
16.74.1 Moorum.
sqm
34.45
16.74.2 Stone aggregate 20 mm nominal size.
sqm
69.05
16.74.3 Stone aggregate 40 mm nominal size.
sqm
65.10
Providing and laying C.C. pavement of mix M25 with ready mixed
concrete from batching plant. The ready mixed concrete shall be laid and
finished with screed board vibrator , vacuum dewatering process and
finally finished by floating, brooming with wire brush etc. complete as per
specifications and directions of Engineer-in-charge. (The panel shuttering
work shall be paid for separately).
cum
4,471.25
Deduct for using of M 20 grade concrete instead of M-25 grade concrete
in C.C. pavement.
cum
147.30
Scarifying the existing bituminous road surface to a depth of 50mm and
disposal of scarified material within all lifts and lead upto 1000 metre (by
mechanical means).
sqm
2.60
75 mm thick back filling for pitching including supplying of required
materials and consolidation etc. complete with :
SUBHEAD -16.0 ROAD WORK
252
SUB HEAD : 17.0
SANITARY INSTALLATIONS
253
BASIC RATES (17.0 SANITARY INSTALLATIONS)
Code
No
Description
Unit
Rate
Rs.
0100
Bandhani
Day
138.45
0101
Bhisti
Day
138.45
0103
Blacksmith 2nd class
Day
141.60
0112
Carpenter 2nd class
Day
141.60
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0116
Fitter (grade 1)
Day
151.50
0117
Assistant Fitter or 2nd class Fitter
Day
141.60
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0128
Mate
Day
138.45
0131
Painter
Day
141.60
0295
Stone Aggregate (Single size) : 20 mm nominal size
cum
700.00
0297
Stone Aggregate (Single size) : 10 mm nominal size
cum
700.00
0367
Portland Cement
tonne
0586
Chromium plated Brass screws 40 mm
Nos
150.00
0588
Chromium plated Brass screws 25 mm
Nos
83.00
0828
Anticorrosive bituminous paint (black)
litre
52.00
0830
Enamel paint
litre
115.00
0834
Synthetic enamel paint in all shades except black or chocolate shade
litre
120.00
0982
Coarse sand (zone III)
cum
600.00
1007
Structurals such as tees,angles channels and R.S. joists
quintal
1309
C.I. bracket for wash basin and sinks
pair
48.00
1315
C.P.brass chain with 40 mm dia rubber plug
each
22.00
1330
Clamps and M.S. stays including bolts and nuts for 100 mm pipe
each
28.00
1331
M.S.Holder bat clamp of approved design for 100 mm S.C.I. pipe
each
13.00
1332
M.S.Holder bat clamp of approved design for75 mm S.C.I. pipe
each
11.00
1334
Clamps and M.S. stays including bolts and nuts for 50 mm pipe
each
20.00
1335
Clamps and M.S. stays including bolts and nuts for 75 mm pipe
each
25.00
1350
Mosquito proof coupling of approved design
each
23.00
1363
Vitreous china foot rests 250x130x30 mm
pair
79.00
1369
S.C.I. gully or nahani grating 100 mm dia
each
10.00
1373
Rubber insertions for80 mm dia pipe joints
each
9.00
SUB HEAD –17.0 SANITARY INSTALLATIONS
255
4,500.00
3,100.00
Code
No
Description
Unit
Rate
Rs.
1374
Rubber insertions for 100 mm dia pipe joints
each
12.00
1392
Mirror of superior make glass 60x45 cm
each
249.00
1396
Vitrous china pedestal for wash basin
each
527.00
1397
Pig lead
kilogram
1532
Flush pipe with union spreaders and clamps all in C.P. brass for
single stall
each
204.00
1533
Flush pipe with union spreaders and clamps all in C.P. brass for
double stall
each
333.00
1534
Flush pipe with union spreaders and clamps all in C.P. brass for
range of three stall
each
415.00
1535
Flush pipe with union spreaders and clamps all in C.P. brass for
range of four stall
each
465.00
1540
Flush pipe and spreaders G.I.for single set of one squatting plate
urinal
each
138.00
1541
Flush pipe and spreaders G.I.for range of two squatting plates urinal
each
203.00
1542
Flush pipe and spreaders G.I.for range of three squatting plates urinal
each
255.00
1543
Flush pipe and spreaders G.I.for range of four squatting plates urinal
each
320.00
1614
G.I. inlet connection
each
50.00
1616
S.C.I. soil, waste and vent single socketed pipe1.80 metres
long:75mm dia
each
537.00
1617
S.C.I. soil, waste and vent single socketed pipe1.80 metres long:
100mm dia
each
610.00
1620
S.C.I. plain bend75mm dia
each
140.00
1621
S.C.I. plain bend 100mm dia
each
178.00
1624
S.C.I. bend with access door 75mm dia
each
161.00
1625
S.C.I. bend with access door 100mm dia
each
194.00
1627
S.C.I. plain single equal junctions75x75x75 mm dia
each
205.00
1628
S.C.I. plain single equal junctions100x100x100 mm dia
each
265.00
1630
S.C.I. single equal junctions75x75x75 mm dia with access door.
each
224.00
1631
S.C.I. single equal junctions 100x100x100 mm dia with access door.
each
297.00
1633
S.C.I. plain double equal junctions 75x75x75x75 mm dia
each
296.00
1634
S.C.I. plain double equal junctions100x100x100x100 mm dia
each
394.00
1636
S.C.I. double equal junctions75x75x75x75 mm dia with access door.
each
333.00
1637
S.C.I. double equal junctions 100x100x100x100 mm dia with access
door.
each
417.00
1639
Slotted cowl (terminal guard )75 mm dia
each
109.00
1640
Slotted cowl (terminal guard ) 100 mm dia
each
152.00
SUB HEAD –17.0 SANITARY INSTALLATIONS
256
58.00
Code
No
Description
Unit
Rate
Rs.
1653
Sand cast iron S&S plain single unequal junctions : 100x100x75 mm
dia
each
288.00
1656
Sand cast iron S&S single unequal junctions: 100x100x75 mm dia
with access door.
each
321.00
1659
Sand cast iron S&S plain double unequal junctions : 100x100x75x75
mm dia
each
423.00
1662
Sand cast iron S&S double unequal junctions: 100x100x75x75 mm
dia with access door.
each
453.00
1666
Sand cast iron heel rest bend75mm dia
each
165.00
1667
Sand cast iron heel rest bend 100mm dia
each
197.00
1669
S.C.I. single equal invert branch of required degree75x75x75 mm dia
each
239.00
1670
S.C.I. single equal invert branch of required degree 100x100x100 mm
dia
each
321.00
1672
S.C.I. double equal invert branch of required degree 75x75x75x75
mm dia
each
314.00
1673
S.C.I. double equal invert branch of required degree
100x100x100x100 mm dia
each
422.00
1674
S.C.I. single unequal invert branch of required degree100x100x75
mm dia
each
382.00
1677
S.C.I. double unequal invert branch of required degree
100x100x75x75 mm dia
each
458.00
1682
S.C.I. door pieces 75 mm dia
each
211.00
1683
S.C.I. door pieces 100 mm dia
each
291.00
1685
S.C.I. collar 75 mm dia
each
82.00
1686
S.C.I. collar 100 mm dia
each
110.00
1863
Fire clay kitchen sink: 600x450x250 mm
each
1,192.00
1871
White vitreous china laboratry sink450x300x150 mm
each
664.00
1872
White vitreous china laboratry sink600x450x200 mm
each
1,400.00
1875
White plastic seat (solid)with lid C.P.brass hinges and rubber buffers
each
275.00
1876
Black plastic seat (solid) with lid C.P.brass hinges and rubber buffers
each
250.00
1881
Spun yarn
kilogram
1885
15 mm C.P.brass tap
each
103.00
1889
C.P.brass toilet paper holder of standard size
each
70.00
1891
C.I. trap for standard urinal with vent arm with operating and other
couplings in C.P.brass: 50 mm dia
each
125.00
1893
C.I. trap for standard urinal with vent arm with operating and other
couplings in C.P.brass: 80 mm dia
each
158.00
1895
C.P.brass trap40 mm dia
each
99.00
SUB HEAD –17.0 SANITARY INSTALLATIONS
257
30.00
Code
No
Description
Unit
Rate
Rs.
1896
100 mm S.C.I. trap with vent heel
each
260.00
1897
100 mm S.C.I. trap with 100 mm inlet and 100 mm outlet
each
221.00
1898
100 mm S.C.I. trap with 100 mm inlet and75 mm outlet
each
164.00
1913
Vitros china lipped front urinal
each
380.00
1915
Vitros china squatting plate urinal
each
610.00
1947
Vitreous china flat back wash basin 630x450 mm
each
585.00
1949
Vitreous china angle back wash basin 600x480 mm
each
540.00
1950
Vitreous china angle back wash basin 400x400 mm
each
347.00
1951
C.P. brass waste 32 mm
each
48.00
1952
C.P. brass waste 40 mm
each
53.00
1953
Vitreous china indian type w.c. pan size 580 mm
each
290.00
1954
Vitreous china orrisa type w.c. pan size 580 mm
each
700.00
1955
Vitreous china pedestal type water closet
each
554.00
1965
White vitreous china dual purpose closet (Anglo Indian W.C.) suitable
for use as sequatting pan or European type water closet as per
manufacturer's specifications
each
796.00
1970
Vitreous china foot rests 250x125x25 mm
pair
80.00
2202
Carriage of Stone aggregate below 40 mm nominal size
cum
53.21
2203
Carriage of Coarse sand
cum
53.21
2205
Carriage of Steel
tonne
47.29
2209
Carriage of Cement
tonne
47.29
3213
Vitreous china Surgeon type wash basin of size 660x460 mm
each
810.00
3228
600x120 mm glass shelf with anodised aluminium angle frame, C.P.
brass brackets and guard rail of standard size
each
95.00
3229
Vitreous china flat back wash basin 550x400 mm
each
450.00
3617
C.P. Brass Union 40 mm dia
each
130.00
3620
C.C.I.(spun) socketed soil, waste and vent pipe 1.80 metres
long:100mm dia
each
978.00
3621
C.C.I.(spun) socketed soil, waste and vent pipe 1.80 metres
long:75mm dia
each
846.00
3624
S.C.I. S&S bends with access door100mm dia
each
225.00
3625
S.C.I. S&S bends with access door75mm dia
each
179.00
3628
S.C.I. S&S bend100mm dia
each
190.00
3629
S.C.I. S&S bend75mm dia
each
143.00
3634
S.C.I. S&S heel rest sanitary bend 100mm dia
each
233.00
3635
S.C.I. S&S heel rest sanitary bend 75mm dia
each
204.00
SUB HEAD –17.0 SANITARY INSTALLATIONS
258
Code
No
Description
Unit
Rate
Rs.
3640
S.C.I. S&S single equal junctions100x100x100 mm
each
367.00
3641
S.C.I. S&S single equal junctions75x75x75 mm
each
276.00
3644
S.C.I. S&S single equal junctions with access door 100x100x100 mm
each
396.00
3645
S.C.I. S&S single equal junctionswith access door 75x75x75 mm
each
294.00
3650
S.C.I. S&S double equal junctions100x100x100x100 mm
each
467.00
3651
S.C.I. S&S double equal junctions75x75x75x75 mm
each
373.00
3654
S.C.I. S&S double equal junctions with access door
100x100x100x100 mm.
each
502.00
3655
S.C.I. S&S double equal junctions with access door 75x75x75x75
mm.
each
400.00
3660
S.C.I. S&S single unequal junctions100x100x75 mm
each
461.00
3664
S.C.I. S&S single unequal junctions with access door 100x100x75
mm
each
523.00
3670
S.C.I. S&S double unequal junctions100x100x75x75 mm
each
639.00
3674
S.C.I. S&S double unequal junctionswith access door
100x100x75x75 mm
each
700.00
3681
S.C.I. S&S single equal invert branch of required degree
100x100x100 mm dia
each
325.00
3682
S.C.I. S&S single equal invert branch of required degree 75x75x75
mm dia
each
247.00
3685
S.C.I. S&S double equal invert branch of required
degree100x100x100x100 mm dia
each
414.00
3686
S.C.I. S&S double equal invert branch of required degree
75x75x75x75 mm dia
each
334.00
3690
S.C.I. S&S single unequal invert branch of required
degree100x100x75 mm dia
each
422.00
3695
S.C.I. S&S double unequal invert branch of required
degree100x100x75x75 mm dia
each
574.00
3699
S.C.I. S&S, 75 mm offset for75 mm dia pipe
each
179.00
3707
S.C.I. S&S, 150 mm offset for75 mm dia pipe
each
223.00
3708
S.C.I. S&S, 150 mm offset for100 mm dia pipe
each
306.00
3712
S.C.I. S&S, 114 mm offset for75 mm dia pipe
each
220.00
3713
S.C.I. S&S, 114 mm offset for100 mm dia pipe
each
289.00
3716
S.C.I. S&S, 152 mm offset for75 mm dia pipe
each
275.00
3717
S.C.I. S&S, 152 mm offset for100 mm dia pipe
each
361.00
3728
S.C.I. S&S door pieces 100 mm dia
each
230.00
3729
S.C.I. S&S door pieces 75 mm dia
each
176.00
3733
S.C.I. S&S,Slotted Cowl (Terminal Guard) 100 mm
each
154.00
SUB HEAD –17.0 SANITARY INSTALLATIONS
259
Code
No
Description
Unit
Rate
Rs.
3734
S.C.I. S&S, Slotted Cowl (Terminal Guard) 75 mm
each
142.00
3738
S.C.I. S&S, collars 100 mm
each
161.00
3739
S.C.I. S&S, collars 75 mm
each
115.00
3746
S.C.I. S&S, 76 mm offset for75 mm dia pipe
each
126.00
3747
S.C.I. S&S, 76 mm offset for100 mm dia pipe
each
220.00
3749
Vitreous china toilet paper holder of standard size
each
89.00
4202
Red oxide Zinc chromate primer
litre
58.00
7004
Vitreous china flat back wash basin 450x300 mm
each
360.00
7005
Vitreous china 10 litres low level cistern without fittings
each
824.00
7006
Vitreous china 10 litres low level cistern with fittings
each
1,390.00
7048
Rawl plug 50 mm (designation 10 no.)
each
7.00
7095
Stainless steel kitchen sink - with drain board bowl depth 250 mm.
each
4,900.00
7096
Stainlees steel kitchen sink - with drain board 510 x 1040mm bowl
depth 225 mm.
each
4,600.00
7097
Stainlees steel kitchen sink - with drain board 510 x 1040mm bowl
depth 200 mm.
each
4,100.00
7098
Stainless steel kitchen sink - with drain board 510x1040mm bowl
depth 178 mm
each
2,600.00
7101
Stainless steel kitchen sink - without drain board 610x510mm bowl
depth 200 mm
each
2,700.00
7102
Stainless steel kitchen sink - without drain board 610x460mm bowl
depth 200 mm.
each
2,500.00
7103
Stainless steel kitchen sink - without drain board 470x420mm bowl
depth 178 mm
each
1,600.00
7104
Coloured Orissa pattern W.C. pan 580x440 mm
each
1,043.00
7105
Coloured Pedestal type W.C. pan 580x440 mm (European type)
each
865.00
7106
Coloured Vitreous china 10 lit. low level cistern
each
1,268.00
7107
Coloured (other than black) solid P.V.C. seat in European W.C. pan
each
380.00
7112
Circular shape 450 mm dia Mirror with Plastic moulded frame
each
370.00
7113
Rectangular shape 453x357 mm Mirror with Plastic moulded frame
each
245.00
7114
Ovel shape 450x350 mm (outer dimensions) Mirror with Plastic
moulded frame
each
280.00
7115
Rectangular shape 1500x450 mm Mirror with Plastic moulded frame
each
635.00
7116
Hard board 6 mm thick
sqm
151.00
7117
Semi Rigid PVC waste pipe for sink and wash basin 32 mm dia with
length not less than 700 mm i/c PVC waste fittings
each
16.00
7118
Semi Rigid PVC waste pipe for sink and wash basin 40 mm dia with
each
21.00
SUB HEAD –17.0 SANITARY INSTALLATIONS
260
Code
No
Description
Unit
Rate
Rs.
length not less than 700 mm i/c PVC waste fittings
7119
Flexible (coil shaped) PVC waste pipe for sink and wash basin 32
mm dia with length not less than 700 mm i/c PVC waste fittings
each
20.00
7120
Flexible (coil shaped) PVC waste pipe for sink and wash basin 40
mm dia with length not less than 700 mm i/c PVC waste fittings
each
22.00
7123
Coloured High density polythylene/ poly propylene 10 lit. (full flush)
capacity controlled low level flushing cistern with fittings
each
632.00
7126
White Vitreous china 10 lit. (full flush) capacity controlled low level
flushing cistern with all fittings
each
858.00
7127
Coloured Vitreous china 10 lit. (full flush) capacity controlled low level
flushing cistern with all fittings
each
1,277.00
7358
Flushing Cistern P.V.C. 10 lts capacity ( low level ) (White) ( with
fittings, accessories and flush pipe)
each
570.00
7359
P.V.C. automatic flushing cistern 5 lts capacity
each
430.00
7361
P.V.C. automatic flushing cistern 10 lts capacity
each
465.00
7363
15 mm C.P. brass tap with elbow operation lever
each
396.00
7364
White glazed fire clay draining board 600x450x25 mm
each
390.00
7375
G.I. flush pipe and C.P. brass spreader including C.P. connecting
pipe Single lipped urinal
each
352.00
7376
G.I. flush pipe and C.P. brass spreader including C.P. connecting
pipe Range of two lipped urinals
each
880.00
7377
G.I. flush pipe and C.P. brass spreader including C.P. connecting
pipe Range of three lipped urinals
each
1,070.00
7378
G.I. flush pipe and C.P. brass spreader including C.P. connecting
pipe Range of four lipped urinals
each
1,530.00
7379
White vitreous china clay half stall urinal flat back 580x380x350 mm
or angle back 450x375x350 mm with waste fittings as per IS : 2556
each
1,224.00
7491
PTMT Waste Coupling 31/32MM
Each
45.00
7492
PTMT Waste Coupling 38/40MM
Each
66.00
7493
PTMT Bottle Trap 31/32MM
Each
295.00
7494
PTMT Bottle Trap 38/40MM
Each
320.00
7503
PTMT Liquid Soap Container of 400ml capacity
Each
135.00
7504
PTMT Towel Ring 215xd200x37mm
Each
108.00
7505
PTMT Towel Rail (450MM)
Each
180.00
7506
PTMT Towel Rail (600MM)
Each
210.00
7507
PTMT Shelf 450x124x36mm
Each
245.00
7508
PTMT Urinal Spreader 15MM
Each
120.00
7805
Salem Stainless steel AISI - 304 (18/8) Orrisa pattern W.C. pan
each
3,350.00
SUB HEAD –17.0 SANITARY INSTALLATIONS
261
Code
No
Description
Unit
Rate
Rs.
724mm X 578mm
7806
Salem Stainless steel AISI - 304 (18/8) Round basin 405mm X
355mm
each
1,500.00
7807
Salem Stainless steel AISI - 304 (18/8) Wash basin 530mm X 345mm
each
1,350.00
7808
Centrifugally cast (spun) iron S&S 100 mm inlet and 100 mm outlet
each
309.00
7809
Centrifugally cast (spun) iron S&S 100 mm inlet and 75 mm outlet
each
334.00
7858
P.T.M.T. Urinal cock 15mm dia
each
90.00
9999
Sundries
L.S.
1.00
SUB HEAD –17.0 SANITARY INSTALLATIONS
262
17.0 SANITARY INSTALLATIONS
Unit
Rate
Rs.
White Vitreous china Orissa pattern W.C. pan of size
580x440mm with integral type foot rests.
each
2,304.65
Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of
size 585x480 mm with flush pipe and integrated type foot
rests.
each
5,382.60
Code
No
Description
17.1
Providing and fixing water closet squatting pan (Indian type W.C. pan )
with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C.
flushing cistern with manually controlled device (handle lever)
conforming to IS : 7231, with all fittings and fixtures complete including
cutting and making good the walls and floors wherever required :
17.1.1
17.1.2
17.2
17.3
17.4
Providing and fixing white vitreous china pedestal type water closet
(European type W.C. pan) with seat and lid, 10 litre low level white
P.V.C. flushing cistern with manually controlled device (handle lever),
conforming to IS : 7231, with all fittings and fixtures complete including
cutting and making good the walls and floors wherever required :
17.2.1
W.C. pan with ISI marked white solid plastic seat and lid
each
2,152.50
17.2.2
W.C. pan with ISI marked black solid plastic seat and lid
each
2,123.45
Providing and fixing white vitreous china pedestal type water closet
(European type) with seat and lid, 10 litre low level white vitreous china
flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40mm
flush bend, overflow arrangement with specials of standard make and
mosquito proof coupling of approved municipal design complete
including painting of fittings and brackets, cutting and making good the
walls and floors wherever required :
17.3.1
W.C. pan with ISI marked white solid plastic seat and lid.
each
3,282.95
17.3.2
W.C. pan with ISI marked black solid plastic seat and lid.
each
3,253.95
One urinal basin with 5 litre white P.V.C. automatic flushing
cistern.
each
2,018.70
Range of two urinal basins with 5 litre white P.V.C.
automatic flushing cistern.
each
3,393.60
Range of three urinal basins with 10litre white P.V.C.
automatic flushing cistern.
each
4,491.60
Range of four urinal basins with 10 litre white P.V.C.
automatic flushing cistern.
each
6,062.20
Providing and fixing white vitreous china flat back or wall corner type
lipped front urinal basin of 430x260x350mm and 340x410x265mm
sizes respectively with automatic flushing cistern with standard flush
pipe and C.P. brass spreaders with brass unions and G.I clamps
complete, including painting of fittings and brackets, cutting and making
good the walls and floors wherever required :
17.4.1
17.4.2
17.4.3
17.4.4
17.5
Providing and fixing white vitreous china flat back half stall urinal of size
SUBHEAD -17.0 SANITARY INSTALLATIONS
263
Code
No
Unit
Rate
Rs.
Single half stall urinal with 5 litre P.V.C. automatic flushing
cistern.
each
3,720.30
Range of two half stall urinals with 5 litre P.V.C. automatic
flushing cistern.
each
5,960.75
Range of three half stall urinals with 10 litre P.V.C.
automatic flushing cistern.
each
7,936.50
Range of four half stall urinals with 10 litre P.V.C. automatic
flushing cistern.
each
9,811.40
Single squatting plate with 5 litre P.V.C. automatic flushing
cistern.
each
2,392.55
Range of two squatting plates with 5 litre P.V.C. automatic
flushing cistern.
each
3,548.10
Range of three squatting plates with 10 litre P.V.C.
automatic flushing cistern.
each
4,732.40
Range of four squatting plates with 10 litre P.V.C. automatic
flushing cistern.
each
5,789.45
White Vitreous China Wash basin size 630x450 mm with a
pair of 15 mm C.P. brass pillar taps.
each
1,332.90
White Vitreous China Wash basin size 630x450 mm with a
single 15 mm C.P. brass pillar tap.
each
1,201.70
White Vitreous China Wash basin size 550x400 mm with a
pair of 15 mm C.P. brass pillar taps.
each
1,176.10
White Vitreous China Flat back wash basin size 550x400
mm with single 15 mm C.P. brass pillar tap.
each
1,044.90
White Vitreous China Angle back wash basin size 600x480
mm with single 15 mm C.P. brass pillar tap.
each
1,149.45
Description
580x380x350mm with white PVC automatic flushing cistern, with
fittings, standard size C.P. brass flush pipe, spreaders with unions and
clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap
with outlet grating and other couplings in C.P. brass including painting
of fittings and cutting and making good the walls and floors wherever
required :
17.5.1
17.5.2
17.5.3
17.5.4
17.6
Providing and fixing one piece construction white vitreous china
squatting plate with an integral longitudinal flushing pipe, white P.V.C.
automatic flushing cistern, with fittings, standard size G.I. flush pipe for
back and front flush with standard spreader pipes with fittings, G.I
clamps and C.P. brass coupling complete including painting of fittings
and cutting and making good the walls and floors etc. wherever
required :
17.6.1
17.6.2
17.6.3
17.6.4
17.7
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass
pillar taps,32 mm C.P. brass waste of standard pattern, including
painting of fittings and brackets, cutting and making good the walls
wherever require :
17.7.1
17.7.2
17.7.3
17.7.4
17.7.5
SUBHEAD -17.0 SANITARY INSTALLATIONS
264
Code
No
Unit
Rate
Rs.
White Vitreous China Angle back wash basin size 400x400
mm with single 15 mm C.P. brass pillar tap.
each
925.25
White Vitreous China Flat back wash basin size 450x300
mm with single 15 mm C.P. brass pillar tap.
each
940.35
White Vitreous China Surgeon type wash basin of size
660x460 mm with a pair of 15 mm C.P. brass pillar taps
with elbow operated levers.
each
2,274.85
White Vitreous China Surgeon type wash basin of size
660x460 mm with single 15 mm C.P. brass pillar taps with
elbow operated levers ISI marked.
each
1,803.35
Stainless Steel AISI-304(18/8) Round basin 405x355 mm
with single 15 mm C.P. brass pillar tap.
each
2,264.45
Stainless Steel AISI-304(18/8) Wash basin 530x345 mm
with single 15 mm C.P. brass pillar tap.
each
2,090.25
Providing and fixing white vitreous china pedestal for wash basin
completely recessed at the back for the reception of pipes and fittings.
each
705.90
each
1,793.35
Description
17.7.6
17.7.7
17.7.8
17.7.9
17.7.10
17.7.11
17.8
17.9
Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain
with rubber plug, 40 mm C.P. brass waste complete, including painting
the fittings and brackets, cutting and making good the walls wherever
required :
17.9.1
17.10
17.10.2
17.11
White glazed fire clay kitchen sink of size 600x450x250
mm.
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per
IS 13983 with C.I. brackets and stainless steel plug 40 mm including
painting of fittings and brackets, cutting and making good the walls
wherever required :
17.10.1
Kitchen sink with drain board
17.10.1.1
510x1040 mm bowl depth 250mm.
each
6,154.35
17.10.1.2
510x1040 mm bowl depth 225mm.
each
5,805.90
17.10.1.3
510x1040 mm bowl depth 200mm.
each
5,225.15
17.10.1.4
510x1040 mm bowl depth 178mm.
each
3,482.90
Kitchen sink without drain board
17.10.2.1
610x510 mm bowl depth 200 mm.
each
3,439.20
17.10.2.2
610x460 mm bowl depth 200 mm.
each
3,206.90
17.10.2.3
470x420 mm bowl depth 178 mm.
each
2,161.55
Providing and fixing white vitreous china laboratory sink with C.I.
brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and
40mm C.P. brass trap with necessary C.P. brass unions complete
including painting of fittings and brackets, cutting and making good the
wall wherever required :
SUBHEAD -17.0 SANITARY INSTALLATIONS
265
Code
No
17.12
Description
Unit
Rate
Rs.
17.11.1
Size 450x300x150mm
each
1446.10
17.11.2
Size 600x450x200mm
each
2300.95
each
638.60
Providing and fixing draining board with C.I. brackets including painting
of brackets, cutting and making good the walls wherever required :
17.12.1
17.13
17.14
17.16
17.17
17.18
17.19
17.20
17.21
17.22
clay
draining
board
of
size
Providing and fixing white vitreous china water closet squatting pan
(Indian type)
17.13.1
Long pattern W.C. pan of size 580 mm
each
534.60
17.13.2
Orissa pattern W.C. pan of size 580x440 mm
each
1,010.85
each
398.40
Providing and fixing white vitreous china pedestal type (European type/
wash down type) water closet pan.
each
841.25
Extra for using coloured pedestal type W.C pan (European type) with
low level cistern of same colour instead of white vitreous china W.C pan
and cistern.
each
876.95
Extra for using coloured W.C. pan instead of white W.C. pan
17.14.1
17.15
White glazed fire
600x450x25mm
Orissa pattern W.C. pan 580x440 mm
Providing and fixing a pair of white vitreous china foot rests of standard
pattern for squatting pan water closet:
17.17.1
250x130x30 mm
pair
111.70
17.17.2
250x125x25 mm
pair
112.85
Providing and fixing P.V.C. low level flushing cistern with manually
controlled device (handle lever) conforming to IS : 7231, with all fittings
and fixtures complete.
17.18.1
10 litre capacity - White
each
709.75
17.18.2
10 litre capacity - coloured
each
783.85
Providing and fixing controlled flush, low level cistern made of vitreous
china with all fittings complete.
17.19.1
10 litre (full flush) capacity-white
each
1,178.80
17.19.2
10 litre (full flush) capacity-coloured
each
1,665.45
Providing and fixing solid plastic seat with lid for pedestal type W.C.
pan complete :
17.20.1
White solid plastic seat with lid
each
334.95
17.20.2
Black solid plastic seat with lid
each
305.90
Extra for providing coloured other than black solid P.V.C. plastic seat
and cover in European type W.C. pan, instead of white plastic seat and
cover.
each
121.95
Providing and fixing G.I. inlet connection for flush pipe connecting with
W.C. pan.
each
73.60
SUBHEAD -17.0 SANITARY INSTALLATIONS
266
Code
No
Description
Unit
Rate
Rs.
17.23
Providing and fixing white vitreous china flat back or wall corner type
lipped front urinal basin of 430x260x350mm and 340x410x265mm
sizes respectively.
each
578.95
Providing and fixing white vitreous china squatting plate urinal with
integral rim longitudinal flush pipe.
each
1,069.65
17.24
17.25
17.26
Providing and fixing white vitreous china wash basin including making
all connections but excluding the cost of fittings :
17.25.1
Flat back wash basin of size 630x450mm.
each
753.00
17.25.2
Flat back wash basin of size 550x400mm.
each
596.20
17.25.3
Angle back wash basin of size 600x480mm.
each
700.75
17.25.4
Angle back wash basin of size 400x400mm.
each
476.55
17.25.5
Flat back wash basin of size 450x300mm.
each
491.65
17.25.6
Surgeon type wash basin of size 660x460mm.
each
1,014.35
each
1,444.00
Providing and fixing kitchen sink including making all connections
excluding cost of fittings.
17.26.1
17.27
17.28
White glazed fire clay sink of size 600x450x250mm.
Providing and fixing white vitreous china laboratory sink including
making all connections excluding cost of fittings:
17.27.1
Size 450x300x150 mm.
each
830.75
17.27.2
Size 600x450x200 mm.
each
1,685.60
Providing and fixing P.V.C. waste pipe for sink or wash basin including
P.V.C. waste fittings complete.
17.28.1
Semi rigid pipe
17.28.1.1
32 mm dia
each
42.15
17.28.1.2
40 mm dia
each
47.95
17.28.2
Flexible pipe
17.28.2.1
32 mm dia
each
46.80
17.28.2.2
40 mm dia
each
49.10
17.29
Providing and fixing 100 mm sand cast Iron grating for gully trap.
each
16.45
17.30
Providing and fixing in position 25mm diameter mosquito proof coupling
of approved municipal design.
each
28.85
Providing and fixing 600x450 mm beveled edge mirror of superior glass
(of approved quality) complete with 6 mm thick hard board ground fixed
to wooden cleats with C.P. brass screws and washers complete.
each
493.65
each
599.15
17.31
17.32
Providing and fixing mirror of superior glass (of approved quality) and of
required shape and size with plastic moulded frame of approved make
and shade with 6 mm thick hard board backing :
17.32.1
Circular shape 450mm dia.
SUBHEAD -17.0 SANITARY INSTALLATIONS
267
Code
No
17.33
17.34
17.35
17.36
17.37
17.38
17.39
Description
Unit
Rate
Rs.
17.32.2
Rectangular shape 453x357mm
each
465.10
17.32.3
Oval shape 450x350mm (outer dimensions)
each
504.00
17.32.4
Rectangular shape 1500x450 mm
each
1,034.50
each
216.70
Providing and fixing 600x120x5mm glass shelf with edges round of
supported on anodised aluminium angle frame with C.P. brass brackets
and guard rail complete fixed with 40 mm long screws, rawl plugs etc.,
complete.
Providing and fixing toilet paper holder :
17.34.1
C.P. brass
each
147.10
17.34.2
Vitreous china
each
173.00
Providing and fixing soil, waste and vent pipes :
17.35.1
100 mm dia.
17.35.1.1
Sand cast iron S&S pipe as per IS: 1729.
metre
451.00
17.35.1.2
Centrifugally cast (spun) iron socketed pipe as per IS: 3989.
metre
730.40
17.35.2
75 mm diameter :
17.35.2.1
Sand cast iron S&S pipe as per IS: 1729.
metre
395.45
17.35.2.2
Centrifugally cast (spun) iron socketed pipe as per IS: 3989.
metre
629.85
Providing and filling the joints with spun yarn cement slurry and cement
mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :
17.36.1
75 mm dia pipe
each
25.30
17.36.2
100 mm dia pipe
each
29.80
Providing and fixing M.S. holder-bat clamps of approved design to
Sand Cast iron/cast iron (spun) pipe embedded in and including cement
concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4
graded stone aggregate 20mm nominal size) including cost of cutting
holes and making good the walls etc. :
17.37.1
For 100 mm dia. Pipe
each
65.35
17.37.2
For 75 mm dia. Pipe
each
63.00
Providing and fixing bend of required degree with access door, insertion
rubber washer 3 mm thick, bolts and nuts complete.
17.38.1
100 mm
17.38.1.1
Sand cast iron S&S as per IS - 1729
each
255.00
17.38.1.2
Sand cast iron S&S as per IS - 3989
each
291.00
17.38.2
75 mm dia
17.38.2.1
Sand cast iron S&S as per IS - 1729
each
210.00
17.38.2.2
Sand cast iron S&S as per IS- 3989
each
230.90
Providing and fixing plain bend of required degree.
SUBHEAD -17.0 SANITARY INSTALLATIONS
268
Code
No
17.40
17.41
17.42
17.43
Description
Unit
Rate
Rs.
17.39.1
100 mm
17.39.1.1
Sand cast iron S&S as per IS - 1729
each
222.45
17.39.1.2
Sand cast iron S&S as per IS : 3989
each
236.40
17.39.2
75 mm
17.39.2.1
Sand cast iron S&S as per IS -1729
each
175.15
17.39.2.2
Sand cast iron S&S as per IS - 3989
each
178.65
Providing and fixing heel rest sanitary bend
17.40.1
100 mm dia
17.40.1.1
Sand cast iron S&S as per IS - 1729
each
244.50
17.40.1.2
Sand cast iron S&S as per IS - 3989
each
286.35
17.40.2
75 mm
17.40.2.1
Sand cast iron S&S as per IS - 1729
each
204.20
17.40.2.2
Sand cast iron S&S as per IS - 3989
each
249.50
Providing and fixing double equal junction of required degree with
access door, insertion rubber washer 3 mm thick, bolts and nuts
complete :
17.41.1
100x100x100x100mm
17.41.1.1
Sand cast iron S&S as per IS - 1729
each
513.85
17.41.1.2
Sand cast iron S&S as per IS - 3989
each
612.55
17.41.2
75x75x75x75 mm
17.41.2.1
Sand cast iron S&S as per IS - 1729
each
409.75
17.41.2.2
Sand cast iron S&S as per IS - 3989
each
487.60
Providing and fixing double equal plain junction of required degree.
17.42.1
100x100x100x100 mm
17.42.1.1
Sand cast iron S&S as per IS - 1729
each
473.35
17.42.1.2
Sand cast iron S&S as per IS - 3989
each
558.15
17.42.2
75x75x75x75 mm
17.42.2.1
Sand cast iron S&S as per IS - 1729
each
356.35
17.42.2.2
Sand cast iron S&S as per IS - 3989
each
445.75
Providing and fixing single equal plain junction of required degree with
access door, insertion rubber washer 3 mm thick, bolts and nuts
complete.
17.43.1
100x100x100 mm
17.43.1.1
Sand cast iron S&S as per IS - 1729
each
374.60
17.43.1.2
Sand cast iron S&S as per IS - 3989
each
489.60
SUBHEAD -17.0 SANITARY INSTALLATIONS
269
Code
No
17.44
17.45
17.46
17.47
17.48
17.49
Description
Unit
Rate
Rs.
17.43.2
75x75x75 mm
17.43.2.1
Sand cast iron S&S as per IS - 1729
each
283.15
17.43.2.2
Sand cast iron S&S as per IS - 3989
each
364.45
Providing and fixing single equal plain junction of required degree :
17.44.1
100x100x100 mm
17.44.1.1
Sand cast iron S&S as per IS - 1729
each
323.50
17.44.1.2
Sand cast iron S&S as per IS - 3989
each
442.00
17.44.2
75x75x75 mm
17.44.2.1
Sand cast iron S&S as per IS - 1729
each
250.65
17.44.2.2
Sand cast iron S&S as per IS - 3989
each
333.10
Providing and fixing double unequal junction of required degree with
access door, insertion rubber washer 3 mm thick, bolts and nuts
complete :
17.45.1
100x100x75x75 mm
17.45.1.1
Sand cast iron S&S as per IS - 1729
each
555.80
17.45.1.2
Sand cast iron S&S as per IS - 3989
each
842.70
Providing and fixing double unequal plain junction of required degree:
17.46.1
100x100x75x75 mm
17.46.1.1
Sand cast iron S&S as per IS - 1729
each
507.00
17.46.1.2
Sand cast iron S&S as per IS - 3989
each
757.90
Providing and fixing single unequal junction of required degree with
access door, insertion rubber washer 3 mm thick, bolts and nuts
complete :
17.47.1
100x100x75 mm
17.47.1.1
Sand cast iron S&S as per IS - 1729
each
402.50
17.47.1.2
Sand cast iron S&S as per IS - 3989
each
637.10
Providing and fixing single unequal plain junction of required degree :
17.48.1
100x100x75 mm
17.48.1.1
Sand cast iron S&S as per IS - 1729
each
350.20
17.48.1.2
Sand cast iron S&S as per IS - 3989
each
551.15
Providing and fixing double equal plain invert branch of required
degree:
17.49.1
100x100x100x100 mm
17.49.1.1
Sand cast iron S&S as per IS - 1729
each
505.85
17.49.1.2
Sand cast iron S&S as per IS 3989
each
496.55
17.49.2
75x75x75x75 mm
SUBHEAD -17.0 SANITARY INSTALLATIONS
270
Code
No
17.50
17.51
17.52
17.53
17.54
Description
Unit
Rate
Rs.
17.49.2.1
Sand cast iron S&S as per IS - 1729
each
377.25
17.49.2.2
Sand cast iron S&S as per IS - 3989
each
400.50
Providing and fixing single equal plain invert branch of required degree:
17.50.1
100x100x100 mm
17.50.1.1
Sand cast iron S&S as per iron 1729
each
388.55
17.50.1.2
Sand cast iron S&S as per IS - 3989
each
393.20
17.50.2
75x75x75 mm
17.50.2.1
Sand cast iron S&S as per IS - 1729
each
290.15
17.50.2.2
Sand cast iron S&S as per IS - 3989
each
299.45
Providing and fixing double unequal invert branch of required degree :
17.51.1
100x100x75x75 mm
17.51.1.1
Sand cast iron S&S as per IS - 1729
each
547.70
17.51.1.2
Sand cast iron S&S as per IS - 3989
each
682.40
Providing and fixing single unequal plain invert branch of required
degree :
17.52.1
100x100x75 mm
17.52.1.1
Sand cast iron S&S as per IS - 1729
each
459.40
17.52.1.2
Sand cast iron S&S as per IS - 3989
each
505.85
Providing and fixing sand cast iron S&S off sets as per IS: 1729
17.53.1
76 mm off sets
17.53.1.1
With 75 mm dia. pipe
each
158.90
17.53.1.2
With 100 mm dia. pipe
each
268.05
17.53.2
114 mm off sets
17.53.2.1
With 75 mm dia. pipe
each
271.25
17.53.2.2
With 100 mm dia. Pipe
each
351.40
17.53.3
152 mm off sets
17.53.3.1
With 75 mm dia. Pipe
each
340.25
17.53.3.2
With 100 mm dia. Pipe
each
440.15
each
220.45
Providing and fixing sand cast iron S&S off sets as per IS: 3989.
17.54.1
75 mm off sets
17.54.1.1
With 75 mm dia. pipe
17.54.2
150 mm off sets
17.54.2.1
With 75 mm dia. pipe
each
277.75
17.54.2.2
With 100 mm dia. Pipe
each
374.15
SUBHEAD -17.0 SANITARY INSTALLATIONS
271
Code
No
Description
17.55
Providing and fixing door piece, insertion rubber washer 3mm thick,
bolts & nuts complete :
17.56
17.57
17.58
17.59
17.60
Unit
Rate
Rs.
17.55.1
100 mm
17.55.1.1
Sand cast iron S&S as per IS - 1729
each
367.65
17.55.1.2
Sand cast iron S&S as per IS - 3989
each
296.80
17.55.2
75 mm
17.55.2.1
Sand cast iron S&S as per IS - 1729
each
268.05
17.55.2.2
Sand cast iron S&S as per IS - 3989
each
227.40
Providing and fixing terminal guard:
17.56.1
100 mm
17.56.1.1
Sand cast iron S&S as per IS - 1729
each
192.25
17.56.1.2
Sand cast iron S&S as per IS - 3989
each
194.60
17.56.2
75 mm
17.56.2.1
Sand cast iron S&S as per IS - 1729
each
139.15
17.56.2.2
Sand cast iron S&S as per IS - 3989
each
177.45
Providing and fixing collar:
17.57.1
100 mm
17.57.1.1
Sand cast iron S&S as per IS - 1729
each
143.45
17.57.1.2
Sand cast iron S&S as per IS - 3989
each
202.70
17.57.2
75 mm
17.57.2.1
Sand cast iron S&S as per IS - 1729
each
107.80
17.57.2.2
Sand cast iron S&S as per IS- 3989
each
146.10
Providing lead caulked joints to sand cast iron/centrifugally cast (spun)
iron pipes and fittings of diameter:
17.58.1
100 mm
each
126.50
17.58.2
75 mm
each
107.80
17.58.3
50 mm
each
86.60
Providing and fixing M.S. stays and clamps
iron/centrifugally cast (spun) iron pipes of diameter :
for
sand
cast
17.59.1
100 mm
each
48.25
17.59.2
75 mm
each
41.55
17.59.3
50 mm
each
34.25
Providing and fixing trap of self cleansing design with screwed down or
hinged grating with or without vent arm complete, including cost of
cutting and making good the walls and floors :
17.60.1
100 mm inlet and 100 mm outlet
SUBHEAD -17.0 SANITARY INSTALLATIONS
272
Code
No
17.61
17.62
17.63
17.64
17.65
17.66
Description
Unit
Rate
Rs.
17.60.1.1
Sand cast iron S&S as per IS: 3989.
each
544.30
17.60.1.2
Sand Cast Iron S&S as per IS: 1729.
each
442.10
17.60.2
100 mm inlet and 75 mm outlet
17.60.2.1
Sand cast iron S&S as per IS - 3989
each
573.35
17.60.2.2
Sand Cast Iron S&S as per IS- 1729.
each
375.90
Cutting chases in brick masonry walls for following diameter sand cast
iron/ centrifugally cast (spun) iron pipes and making good the same
with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone
aggregate 12.5 mm nominal size ) including necessary plaster and
pointing in cement mortar 1:4 (1 cement : 4 coarse sand) :
17.61.1
100 mm dia.
metre
152.45
17.61.2
75 mm dia.
metre
108.85
17.61.3
50 mm dia.
metre
68.40
Painting C.I. cistern with bitumastic or any other anti-corrosive paint
inside and white paint over a coat of zinc chromate yellow primer (of
approved quality ) on the outside surface of the cistern flush pipe, other
fittings, etc. complete for new work.
each
212.30
Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint
inside and white paint on the outside surface of the cistern, flush pipe,
other fittings, etc. complete including polishing of wooden seat and lid
and cleaning of W.C. pan with acid wherever necessary.
each
146.25
Repainting C.I. cistern with synthetic enamel paint of approved colour
brand and manufacture on the outside surface of cistern flush pipe,
other fittings etc. complete.
each
65.75
Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent
pipes and fittings with paint of any colour such as chocolate grey, or
buff etc. over a coat of primer (of approved quality) for new work :
17.65.1
100 mm diameter pipe
metre
18.60
17.65.2
75 mm diameter pipe
metre
14.25
Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil,
waste, vent pipes and fittings with paint of any colour such as
chocolate, grey or buff etc :
17.66.1
100 mm diameter pipe
metre
9.30
17.66.2
75 mm diameter pipe
metre
7.00
each
208.45
17.67
Repainting bath tub of size 1700x730x430mm with enamel paint.
17.68
Providing and fixing vitreous china dual purpose closet suitable for use
as squatting pan or European type water closet (Anglo Indian W.C pan)
with seat lid with C.P. brass hinges and rubber buffers, 10 litre low level
flushing cistern with fitting and brackets, 40mm flush bend 20mm over
flow pipe with specials of standard make and mosquito proof coupling
of approved municipal design complete, including painting of fittings
SUBHEAD -17.0 SANITARY INSTALLATIONS
273
Code
No
Unit
Rate
Rs.
each
4,142.20
Waste coupling 31mm of 79mm length and 62mm breadth
weighing not less than 45gms.
each
75.80
Waste coupling 38mm of 83mm length and 77mm breadth,
weighing not less than 60gms.
each
100.20
Bottle trap 31mm single piece moulded with height of
270mm, effective length of tail pipe 260mm from the centre
of the waste coupling 77mm breadth with 25mm minimum
water seal, weighing not less than 260gms.
each
366.20
Bottle trap 38mm single piece moulded with height of
270mm, effective length of tail pipe 260mm from the centre
of the waste coupling 77mm breadth with 25mm minimum
water seal, weighing not less than 263gms.
each
395.25
Providing and fixing PTMT liquid soap container 109mm wide, 125mm
high and 112mm distance from wall of standard shape with bracket of
the same materials with snap fittings of approved quality and colour.
weighing not less than 105 gms.
each
164.65
Providing and fixing PTMT towel ring trapezoidal shape 215mm long,
200mm wide with a minimum distances of 37mm from wall face with
concealed fittings arrangement of approved quality and colour.
Weighing not less than 88 gms.
each
149.00
450MM long towel rail with total length of 495mm, 78mm
wide and effective height of 88mm, weighing not less than
170gms.
each
294.65
600mm long towel rail with total length of 645mm, width
78mm and effective height of 88mm, weighing not less than
190gms.
each
329.50
Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36
mm height of approved quality and colour. Weighing not less than 300
gms.
each
370.15
Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm
with 1/2" BSP thread and shapes. Weighing not less than 60 gms.
each
147.25
Description
and brackets, cutting and making good the walls and floors wherever
required :
17.68.1
17.69
Providing and fixing PTMT Waste Coupling for wash basin and sink, of
approved quality and colour.
17.69.1
17.69.2
17.70
Providing and fixing PTMT Bottle Trap for Wash basin and sink.
17.70.1
17.70.2
17.71
17.72
17.73
Providing and fixing PTMT towel rail complete with brackets fixed to
wooden cleats with CP brass screws with concealed fitting arrangement
of approved quality and colour.
17.73.1
17.73.2
17.74
17.75
17.76
White vitreous china dual purpose WC pan with white solid
plastic seat and lid with white vitreous china flushing cistern
and C.P. flush bend.
Providing and fixing PTMT urinal cock of approved quality and colour.
SUBHEAD -17.0 SANITARY INSTALLATIONS
274
Code
No
17.76.1
17.77
Unit
Rate
Rs.
each
113.90
Total bracket length 580mm of approved shape and design
(for single 100mm dia pipe).
each
121.70
Total bracket length 810mm of approved shape and design
(for two 100mm dia pipes).
each
148.05
Total bracket length 1040mm of approved shape and
design (for three 100mm dia pipes).
each
174.35
Description
15 mm nominal bore, 80mm long. 42 mm high and 30mm
wide with BSP female threads weighing not less than 48
gms.
Providing and fixing M.S. holder bat clamp of approved design to sand
cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made
of 50x5mm flat of specified shape, projecting 75mm outside the wall
surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners
including drilling necessary holes in brick wall/ CC/ RCC surface and
the cost of bolts etc. The pipes shall be fixed to the already fixed
brackets with the help of 30mm x1.6mm galvanised M.S. flats of
specified shape and of total length 420mm and shall be fixed with M.S.
nuts, bolts, & washers of size 25x6mm, one bolts on each side of the
pipe.
17.77.1
17.77.2
17.77.3
SUBHEAD -17.0 SANITARY INSTALLATIONS
275
SUB HEAD : 18.0
WATER SUPPLY
277
BASIC RATES (SH: 18.0 WATER SUPPLY)
Code
No
Description
Unit
Rate
Rs.
0010
Hire charges of Derrickmonkey rope
Day
500.00
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0116
Fitter (grade 1)
Day
151.50
0117
Assistant Fitter or 2nd class Fitter
Day
141.60
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0761
Fuel wood
quintal
265.00
0771
Kerosene oil
litre
1301
Bleaching powder
quintal
1304
Surface box for stop cock
each
72.00
1305
Surface box for sluice valve
each
140.00
1307
Surface box for water meter
each
185.00
1339
Brass bib-cock 15 mm dia
each
157.00
1340
Brass bib-cock 20 mm dia
each
193.00
1342
Brass stop-cock 15 mm dia
each
157.00
1343
Brass stop-cock 20 mm dia
each
193.00
1360
C.I.mouth, brass ferrule 15 mm dia
each
80.00
1361
C.I.mouth, brass ferrule 20 mm dia
each
114.00
1362
C.I.mouth, brass ferrule 25 mm dia
each
156.00
1373
Rubber insertions for80 mm dia pipe joints
each
9.00
1374
Rubber insertions for 100 mm dia pipe joints
each
12.00
1375
Rubber insertions for 125 mm dia pipe joints
each
13.00
1376
Rubber insertions for 150 mm dia pipe joints
each
15.00
1377
Rubber insertions for 200 mm dia pipe joints
each
20.00
1378
Rubber insertions for 250 mm dia pipe joints
each
30.00
1379
Rubber insertions for 300 mm dia pipe joints
each
38.00
1380
Rubber insertions for 350 mm dia pipe joints
each
45.00
1381
Rubber insertions for 400 mm dia pipe joints
each
66.00
1382
Rubber insertions for 450 mm dia pipe joints
each
83.00
1383
Rubber insertions for 500 mm dia pipe joints
each
106.00
1384
Rubber insertions for 600 mm dia pipe joints
each
118.00
1397
Pig lead
kilogram
SUB HEAD –18.0 WATER SUPPLY
279
19.00
1,550.00
58.00
Code
No
Description
Unit
1464
S & S.C.I.standard specials upto 300 mm dia (heavy class)
quintal
2,400.00
1466
S & S.C.I.standard specials over 300 mm dia (heavy class)
quintal
2,595.00
1468
Flanged C.I. standard specials upto 300 mm dia(heavy class)
quintal
4,320.00
1470
Flanged C.I. standard specials over 300 mm dia(heavy class)
quintal
4,772.00
1472
Casing pipe 100 mm dia
metre
292.00
1545
G.I. pipes 15 mm dia
metre
58.00
1546
G.I. pipes 20 mm dia
metre
77.00
1547
G.I. pipes 25 mm dia
metre
109.00
1548
G.I. pipes 32 mm dia
metre
140.00
1549
G.I. pipes 40 mm dia
metre
160.00
1550
G.I. pipes 50 mm dia
metre
211.00
1551
G.I. pipes 65 mm dia
metre
269.00
1552
G.I. pipes 80 mm dia
metre
355.00
1555
G.I. back (jam) nuts25 mm dia
each
5.00
1559
G.I. back (jam) nuts65 mm dia
each
15.00
1608
G.I. tees (equal) 25 mm
each
38.00
1612
G.I. tees (equal) 65 mm
each
215.00
1641
G.I. Union 15 mm nominal bore
each
32.00
1642
G.I. Union 20 mm nominal bore
each
50.00
1643
G.I. Union 25 mm nominal bore
each
59.00
1644
G.I. Union 32 mm nominal bore
each
73.00
1645
G.I. Union 40 mm nominal bore
each
108.00
1646
G.I. Union 50 mm nominal bore
each
158.00
1647
G.I. Union 65 mm nominal bore
each
324.00
1648
G.I. Union 80mm nominal bore
each
392.00
1649
Polyethylene water storage tank with cover and suitable locking
arrangement
per litre
1687
Unplasticised P.V.C.connection pipe with brass union 30 cm long 15
mm bore
each
18.00
1688
Unplasticised P.V.C.connection pipe with brass union 30 cm long 20
mm bore
each
25.00
1689
Unplasticised P.V.C.connection pipe with brass union 45 cm long 15
mm bore
each
25.00
1690
Unplasticised P.V.C.connection pipe with brass union 45 cm long 20
mm bore
each
35.00
1693
S.C.I. hand pump
each
450.00
SUB HEAD –18.0 WATER SUPPLY
280
Rate
Rs.
4.00
Code
No
Description
Unit
Rate
Rs.
1878
Shower rose C.P.brass for 15 to 20 mm inlet 100 mm dia
each
28.00
1879
Shower rose C.P.brass for 15 to 20 mm inlet 150 mm dia
each
40.00
1881
Spun yarn
kilogram
30.00
1882
Strainer brass 40 mm dia 1.5 metre long
each
405.00
1922
H.P. or L.P. ball valve with polythene floats: 15 mm dia
each
175.00
1923
H.P. or L.P. ball valve with polythene floats: 20 mm dia
each
260.00
1924
H.P. or L.P. ball valve with polythene floats: 25 mm dia
each
300.00
1927
Brass full way valve with C.I. wheel (screwed end) 25 mm dia
each
235.00
1928
Brass full way valve with C.I. wheel (screwed end) 32 mm dia
each
296.00
1929
Brass full way valve with C.I. wheel (screwed end) 40 mm dia
each
330.00
1930
Brass full way valve with C.I. wheel (screwed end) 50 mm dia
each
483.00
1931
Brass full way valve with C.I. wheel (screwed end) 65 mm dia
each
700.00
1932
Brass full way valve with C.I. wheel (screwed end) 80 mm dia
each
1,160.00
1933
Gunmetal non-return valve-horizontal (screwed end) 25 mm dia
each
238.00
1934
Gunmetal non-return valve-horizontal (screwed end) 32 mm dia
each
305.00
1935
Gunmetal non-return valve-horizontal (screwed end) 40 mm dia
each
410.00
1936
Gunmetal non-return valve-horizontal (screwed end) 50 mm dia
each
618.00
1937
Gunmetal non-return valve-horizontal (screwed end) 65 mm dia
each
1,085.00
1938
Gunmetal non-return valve-horizontal (screwed end) 80 mm dia
each
1,540.00
1940
C.I.sluice valve (with caps) class I : 100 mm dia
each
1,890.00
1941
C.I.sluice valve (with caps) class I : 125 mm dia
each
2,365.00
1942
C.I.sluice valve (with caps) class I : 150 mm dia
each
2,840.00
1943
C.I.sluice valve (with caps) class I : 200 mm dia
each
5,405.00
1944
C.I.sluice valve (with caps) class I : 250 mm dia
each
8,050.00
1945
C.I.sluice valve (with caps) class I : 300 mm dia
each
9,920.00
1956
Bolts and nuts 16 mm dia 60 mm long
each
8.00
1957
Bolts and nuts 16 mm dia 65 mm long
each
8.00
1958
Bolts and nuts 20 mm dia 65 mm long
each
12.00
1959
Bolts and nuts 20 mm dia 70 mm long
each
12.00
1960
Bolts and nuts 20 mm dia 75 mm long
each
12.00
1961
Bolts and nuts 20 mm dia 80 mm long
each
13.00
1962
Bolts and nuts 24 mm dia 85 mm long
each
24.00
1963
Bolts and nuts 24 mm dia 90 mm long
each
26.00
1964
Bolts and nuts 27 mm dia 100 mm long
each
30.00
SUB HEAD –18.0 WATER SUPPLY
281
Code
No
Description
Unit
Rate
Rs.
2271
Carriage of G.I. pipes below 100 mm dia
tonne
47.29
2309
Carriage of Cast iron fittings
tonne
47.29
2319
Carriage of Spun iron S & S pipes 100 mm dia
100 metre
116.30
2320
Carriage of Spun iron S & S pipes 125 mm dia
100 metre
155.35
2321
Carriage of Spun iron S & S pipes 150 mm dia
100 metre
193.83
2322
Carriage of Spun iron S & S pipes 200 mm dia
100 metre
315.30
2323
Carriage of Spun iron S & S pipes 250 mm dia
100 metre
448.05
2324
Carriage of Spun iron S & S pipes 300 mm dia
100 metre
553.80
2325
Carriage of Spun iron S & S pipes 350 mm dia
100 metre
775.32
2326
Carriage of Spun iron S & S pipes 400 mm dia
100 metre
1,057.26
2327
Carriage of Spun iron S & S pipes 450 mm dia
100 metre
1,292.20
2328
Carriage of Spun iron S & S pipes 500 mm dia
100 metre
1,292.20
2329
Carriage of Spun iron S & S pipes 600mm dia
100 metre
1,938.30
2330
Carriage of C.I. pipes 500 mm dia
100 metre
1,292.20
2331
Carriage of R.C.C. pipes 900 mm dia
100 metre
2,907.45
2332
Carriage of R.C.C. pipes 1000 mm dia
100 metre
3,876.61
2333
Carriage of R.C.C. pipes 1100 mm dia
100 metre
3,876.61
2334
Carriage of R.C.C. pipes 1200 mm dia
100 metre
3,876.61
2341
Carriage of Pig lead
tonne
2343
Carriage of ductile iron pipes (k7) 100 mm dia
100 metre
116.30
2344
Carriage of cast iron pipes 150 mm dia
100 metre
193.83
2345
Carriage of cast iron pipes 200 mm dia
100 metre
315.30
2346
Carriage of cast iron pipes 250 mm dia
100 metre
448.05
2347
Carriage of cast iron pipes 300 mm dia
100 metre
553.80
2348
Carriage of cast iron pipes 350 mm dia
100 metre
775.32
2349
Carriage of cast iron pipes 400 mm dia
100 metre
1,057.26
2350
Carriage of cast iron pipes 450 mm dia
100 metre
1,292.20
2351
Carriage of cast iron pipes 500 mm dia
100 metre
1,292.20
2352
Carriage of cast iron pipes 600 mm dia
100 metre
1,938.30
2353
Carriage of cast iron pipes 700 mm dia
100 metre
1,938.30
2355
Carriage of cast iron pipes 800 mm dia
100 metre
1,938.30
2356
Carriage of cast iron pipes 900 mm dia
100 metre
2,907.45
2357
Carriage of cast iron pipes 1000 mm dia
100 metre
3,876.61
3080
Gunmetal non-return valve-horizontal (screwed end) 25 mm dia
each
SUB HEAD –18.0 WATER SUPPLY
282
47.29
260.00
Code
No
Description
Unit
Rate
Rs.
3084
Gunmetal non-return valve-horizontal (screwed end) 32 mm dia
each
385.00
3088
Gunmetal non-return valve-horizontal (screwed end) 40 mm dia
each
505.00
3092
Gunmetal non-return valve-horizontal (screwed end) 50 mm dia
each
712.00
3096
Gunmetal non-return valve-horizontal (screwed end) 65 mm dia
each
1,245.00
3300
Gunmetal non-return valve-horizontal (screwed end) 80 mm dia
each
2,038.00
3311
C.I.sluice valve (with caps) class II : 100 mm dia
each
1,950.00
3314
C.I.sluice valve (with caps) class II : 125 mm dia
each
2,465.00
3317
C.I.sluice valve (with caps) class II : 150 mm dia
each
3,000.00
3320
C.I.sluice valve (with caps) class II : 200 mm dia
each
5,800.00
3321
C.I.sluice valve (with caps) class II : 250 mm dia
each
8,200.00
3326
C.I.sluice valve (with caps) class II : 300 mm dia
each
10,250.00
7257
C.P. Brass bibcock 15 mm
each
258.00
7258
C.P. Brass long nose bibcock 15 mm
each
220.00
7259
C.P. Brass long body bibcock 15 mm
each
258.00
7260
C.P. Brass stop cock (concealed) 15 mm
each
258.00
7261
C.P. Brass angle valve 15 mm
each
288.00
7400
15 mm PTMT bib cock
each
96.00
7401
15 mm PTMT bib cockwith flange (fancy)
each
135.00
7402
15 mm PTMT bib cock long body with flange
each
155.00
7403
15 mm dia PTMT stop cock(male thread)
each
96.00
7405
20 mm dia. PTMT stop cock
each
120.00
7406
PTMT pillar cock
each
150.00
7407
PTMT push cock 15 mm dia.
each
90.00
7408
PTMT push cock 12 mm dia. 20 mm BSP
each
75.00
7409
PTMT grating 100 mm dia.
each
30.00
7410
PTMT pillar cock (fancy) 15mm foam flow
each
220.00
7411
125 mm grating withwaste hole
each
36.00
7412
Rectangular type with openable circular lid 150 mm size 18 mm high
with 100 mm dia. (110 gm)
each
90.00
7415
Double acting air valve 50 mm
each
3,050.00
7416
Double acting air valve 80 mm
each
4,480.00
7417
Double acting air valve 100 mm
each
5,800.00
7418
Water meter (including testing charges) 80 mm
each
1,800.00
7419
Water meter (including testing charges) 100 mm
each
2,800.00
7420
Water meter (including testing charges) 150 mm
each
4,000.00
7421
Water meter (including testing charges) 200 mm
each
4,500.00
SUB HEAD –18.0 WATER SUPPLY
283
Code
No
Description
Unit
Rate
Rs.
7422
Dirt box srainer 80 mm
each
2,500.00
7423
Dirt box srainer 100 mm
each
3,750.00
7424
Dirt box srainer 150 mm
each
4,850.00
7425
Dirt box srainer 200 mm
each
6,800.00
7495
PTMT Ball Cock 15mm Complete with Epoxy Coated Aluminium
Road & H.D. Ball
Each
121.00
7496
PTMT Ball Cock 20mm Complete with Epoxy Coated Aluminium
Road & H.D. Ball
Each
175.00
7497
PTMT Ball Cock 25mm Complete with Epoxy Coated Aluminium
Road & H.D. Ball
Each
396.00
7498
PTMT Ball Cock 40mm Complete with Epoxy Coated Aluminium
Road & H.D. Ball
Each
745.00
7499
PTMT Ball Cock 50mm Complete with Epoxy Coated Aluminium
Road & H.D. Ball
Each
1,120.00
7500
PTMT Angle Stop cock with Flenge 15mm
Each
120.00
7501
PTMT Swiveling shower 15mm
Each
81.00
7509
PTMT Soap Dish/Holder 138x102x75mm
Each
108.00
7651
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 100mm dia
Metre
658.00
7652
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 150mm dia
Metre
978.00
7653
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 200mm dia
Metre
1,348.00
7654
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 250mm dia
Metre
1,743.00
7655
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 300mm dia
Metre
2,238.00
7656
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 350mm dia
Metre
2,625.00
7657
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 400mm dia
Metre
3,763.00
7658
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 450mm dia
Metre
4,175.00
7659
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 500mm dia
Metre
5,600.00
7660
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 600mm dia
Metre
6,275.00
7661
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 700mm dia
Metre
8,538.00
7662
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 750mm dia
Metre
9,725.00
7663
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 800mm dia
Metre
10,000.00
7664
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 900mm dia
Metre
11,663.00
7665
Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 1000mm dia
Metre
13,125.00
7666
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 100mm dia
Each
25.00
7668
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 150mm dia
Each
35.00
7669
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 200mm dia
Each
62.00
7670
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 250mm dia
Each
68.00
SUB HEAD –18.0 WATER SUPPLY
284
Code
No
Description
Unit
Rate
Rs.
7671
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 300mm dia
Each
98.00
7672
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 350mm dia
Each
123.00
7673
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 400mm dia
Each
248.00
7674
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 450mm dia
Each
275.00
7675
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 500mm dia
Each
285.00
7676
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 600mm dia
Each
348.00
7677
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 700mm dia
Each
550.00
7678
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 750mm dia
Each
648.00
7679
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 800mm dia
Each
725.00
7680
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 900mm dia
Each
968.00
7681
Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 1000mm dia
Each
1,188.00
7682
Ductile Iron K - 12 specials suitale for push on jointing upto 600mm
dia
Quintal
8,938.00
7683
Ductile Iron K - 12 specials suitale for push on jointing over 600mm
dia
Quintal
13,413.00
7684
Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 upto 600mm dia
Quintal
9,400.00
7685
Ductile Iron Specials suitable for mechancial jointing as per I.S. 9523
over 600mm dia
Quintal
14,239.00
7686
Ductile Iron Pipe Class K-9 flanges and welding 100mm dia
Metre
1,888.00
7687
Ductile Iron Pipe Class K-9 flanges and welding 150 dia
metre
2,613.00
7688
Ductile Iron Pipe Class K-9 flanges and welding 200mm dia
Metre
3,388.00
7689
Ductile Iron Pipe Class K-9 flanges and welding 250mm dia
Metre
4,498.00
7690
Ductile Iron Pipe Class K-9 flanges and welding 300mm dia
metre
5,788.00
7691
Ductile Iron Pipe Class K-9 flanges and welding 350mm dia
Metre
7,210.00
7692
Ductile Iron Pipe Class K-9 flanges and welding 400mm dia
Metre
8,613.00
7693
Ductile Iron Pipe Class K-9 flanges and welding 450mm dia
Metre
10,413.00
7694
Ductile Iron Pipe Class K-9 flanges and welding 500mm dia
Metre
12,625.00
7695
Ductile Iron Pipe Class K-9 flanges and welding 600mm dia
Metre
17,125.00
7696
Ductile Iron Pipe Class K-9 flanges and welding 700mm dia
Metre
21,125.00
7697
S&S Centrifugally (Spun) C.I. Pipe class LA 100mm dia
Metre
624.00
7698
S&S Centrifugally (Spun) C.I. Pipe class LA 125mm dia
metre
763.00
7699
S&S Centrifugally (Spun) C.I. Pipe class LA 150mm dia
metre
901.00
7700
S&S Centrifugally (Spun) C.I. Pipe class LA 200mm dia
Metre
1,252.00
7701
S&S Centrifugally (Spun) C.I. Pipe class LA 250mm dia
Metre
1,779.00
7702
S&S Centrifugally (Spun) C.I. Pipe class LA 300mm dia
Metre
2,366.00
SUB HEAD –18.0 WATER SUPPLY
285
Code
No
Description
Unit
7703
S&S Centrifugally (Spun) C.I. Pipe class LA 350mm dia
metre
2,918.00
7704
S&S Centrifugally (Spun) C.I. Pipe class LA 400mm dia
Metre
3,574.00
7705
S&S Centrifugally (Spun) C.I. Pipe class LA 450mm dia
Metre
4,276.00
7706
S&S Centrifugally (Spun) C.I. Pipe class LA 500mm dia
Metre
5,211.00
7707
S&S Centrifugally (Spun) C.I. Pipe class LA 600mm dia
Metre
6,884.00
7708
S&S Centrifugally (Spun) C.I. Pipe Specials as per IS 1538 suitable
for lead jointing upto 300mm dia
Quintal
3,530.00
7709
S&S Centrifugally (Spun) C.I. Pipe Specials as per IS 1538 suitable
for lead jointing over 300mm dia
Quintal
3,988.00
7710
S&S Centrifugally (Spun) C.I. Pipe specials suitable for mechanical
joint as per I.S. 13382 upto 300mm dia
Quintal
5,338.00
7711
S&S Centrifugally (Spun) C.I. Pipe Specials suitabe for mechanical
joint as per IS 13382 over 300mm dia
Quintal
5,580.00
7712
Screwed double flanged centrigually cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 100mm dia
Metre
977.00
7713
Screwed double flanged centrigually cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 150mm dia
Metre
1,511.00
7714
Screwed double flanged centrigually cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 200mm dia
Metre
2,092.00
7715
Screwed double flanged centrigually cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 250mm dia
Metre
2,800.00
7716
Screwed double flanged centrigually cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 300mm dia
Metre
3,559.00
7717
Screwed double flanged centrigually cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 350mm dia
Metre
4,553.00
7718
Screwed double flanged centrigually cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 400mm dia
metre
5,885.00
7719
Screwed double flanged centrigually cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 450mm dia
Metre
7,627.00
7720
Screwed double flanged centrigually cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 500mm dia
metre
9,962.00
7721
Screwed double flanged centrigually cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 600mm dia
Metre
12,992.00
7722
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 100mm dia
Metre
597.00
7723
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 150mm dia
Metre
870.00
7724
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 200mm dia
Metre
1,237.00
7725
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 250mm dia
Metre
1,675.00
7726
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 300mm dia
Metre
1,888.00
7727
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 350mm dia
Metre
2,222.00
SUB HEAD –18.0 WATER SUPPLY
286
Rate
Rs.
Code
No
Description
Unit
7728
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 400mm dia
Metre
3,256.00
7729
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 450mm dia
Metre
3,861.00
7730
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 500mm dia
Metre
4,557.00
7731
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 600mm dia
metre
6,011.00
7732
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 700mm dia
Metre
7,463.00
7733
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 800mm dia
Metre
9,463.00
7734
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 900mm dia
metre
11,043.00
7735
Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 1000mm dia
metre
12,436.00
7859
P.T.M.T. Bib cock with nozzle 15mm
each
110.00
7861
P.T.M.T. Stop cock (concealed) 15mm
each
160.00
7862
15 mm nominal bore and 30 cm length PVC connection pipe with
P.T.M.T. Nuts
each
27.00
7863
15 mm nominal bore and 45 cm length PVC connection pipe with
P.T.M.T. Nuts
each
32.00
7864
P.T.M.T. extension nipple 15mm
each
30.00
7865
P.T.M.T. extension nipple 20mm
each
36.00
7866
P.T.M.T. extension nipple 25mm
each
54.00
8300
1216 mm PE-AL-PE Composit pressure pipe
Metre
79.00
8301
1620 mm PE-AL-PE Composit pressure pipe
Metre
97.00
8302
2025 mm PE-AL-PE Composit pressure pipe
Metre
126.00
8303
2532 mm PE-AL-PE Composit pressure pipe
Metre
172.00
8304
3240 mm PE-AL-PE Composit pressure pipe
Metre
227.00
8305
4050 mm PE-AL-PE Composit pressure pipe
Metre
304.00
8625
Poly propylene- Random - Co - Polymer (PPR) pipes SDR 7.4 - 16
Outer dia
metre
29.00
8626
Poly propylene - Random - Co - Polymer (PPR) pipes SDR 7.4 20mm Outer dia.
metre
44.00
8627
Poly propylene - Random - Co - polymer (PPR) pipes SDR 7.4 - 25
mm outer dia.
metre
68.00
8628
Poly propylene - Random - Co - poymer (PPR) pipes SDR 7.4 - 32
mm Outer dia.
metre
111.00
8629
Poly propylene - Random - Co - polymer (PPR) pipes SDR 7.4 40mm Outer dia.
metre
176.00
8630
Poly propylene - Random - Co - polymer (PPR) pipes SDR 7.4 50mm Outer dia.
metre
257.00
8631
Poly propylene - Random - Co - polymer (PPR) pipes SDR 7.4 63mm Outer dia.
metre
400.00
SUB HEAD –18.0 WATER SUPPLY
287
Rate
Rs.
Code
No
Description
Unit
8632
Poly propylene - Random - Co - polymer (PPR) pipes SDR 7.4 75mm Outer dia.
metre
575.00
8633
Poly propylene - Random - Co - polymer (PPR) pipes SDR 7.4 90mm Outer dia.
metre
917.00
8634
Poly propylene - Random - Co - polymer (PPR) pipes SDR - 11 110mm Outer dia.
metre
962.00
8635
Poly propylene - Random - Co - polymer (PPR) pipes SDR - 11160mm Outer dia.
metre
2,028.00
8636
Chlorinated Polyvinyl - chloride (CPVC) pipe 15 mm outer dia.
metre
45.00
8637
Chlorinated Polyvinyl - chloride (CPVC) pipe 20 mm outer dia.
metre
55.00
8638
Chlorinated Polyvinyl - chloride (CPVC) pipe 25 mm outer dia.
metre
78.00
8639
Chlorinated Polyvinyl - chloride (CPVC) pipe 32 mm outer dia.
metre
105.00
8640
Chlorinated Polyvinyl - chloride (CPVC) pipe 40 mm outer dia.
metre
150.00
8641
Chlorinated Polyvinyl - chloride (CPVC) pipe 50 mm outer dia.
metre
245.00
8642
Chlorinated Polyvinyl - chloride (CPVC) pipe 62.5mm inner dia.
metre
783.00
8643
Chlorinated Polyvinyl - chloride (CPVC) pipe 75 mm inner dia.
metre
1,030.00
8644
Chlorinated Polyvinyl - chloride (CPVC) pipe 100 mm inner dia.
metre
1,430.00
8645
Chlorinated Polyvinyl - chloride (CPVC) pipe 150 mm inner dia.
metre
2,490.00
9999
Sundries
L.S.
SUB HEAD –18.0 WATER SUPPLY
288
Rate
Rs.
1.00
18.0 WATER SUPPLY
Code
No
Description
Unit
Rate
Rs.
PE – AL – PE COMPOSITE PRESSURE PIPES
18.1
Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS - 15450 U.V.
stabilized with carbon black having thermal stability for hot & cold
o
water supply, capable to withstand temperature up to 80 C including
all special fittings of composite material (engineering plastic blend
and brass inserts wherever required) e.g. elbows, tees, reducers,
couplers & connectors etc. with clamps at 1.00 metre spacing. This
includes testing of joints complete as per direction of the Engineer in
charge.
Internal work – Exposed on wall
18.2
18.1.1
1216 (16 mm OD) pipe
metre
146.65
18.1.2
1620 (20 mm OD) pipe
metre
176.45
18.1.3
2025 (25 mm OD) pipe
metre
222.85
18.1.4
2532 (32 mm OD) pipe
metre
297.50
18.1.5
3240 (40 mm OD) pipe
metre
391.30
18.1.6
4050 (50 mm OD) pipe
metre
507.60
Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS - 15450 U.V.
stabilized with carbon black having thermal stability for hot & cold
o
water supply, capable to withstand temperature up to 80 C including
all special fittings of composite material (engineering plastic blend
and brass inserts wherever required) e.g. elbows, tees, reducers,
couplers & connectors etc. with clamps at 1.00 metre spacing. This
includes the costs of cutting chases and including testing of joints
complete as per direction of the engineer in charge.
Concealed work including cutting chases and making good the
wall etc.
18.3
18.2.1
1216 (16mm OD) pipe
metre
224.25
18.2.2
1620 (20 mm OD) pipe
metre
260.85
18.2.3
2025 (25 mm OD) pipe
metre
319.80
18.2.4
2532 (32 mm OD) pipe
metre
413.30
Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS - 15450 - 2004 U.V.
stabilized with carbon black having thermal stability for hot & cold
water supply, capable to withstand temperature up to 80o C including
all special fittings of composite material (engineering plastic blend
and brass inserts wherever required ) e.g. elbows ,tees ,reducers,
couplers & connectors etc. with trenching, refilling and testing of joints
complete as per direction of the engineer in charge.
SUBHEAD -18.0 WATER SUPPLY
289
Code
No
Description
Unit
Rate
Rs.
External work
18.3.1
1216 (16 mm OD) pipe
metre
143.95
18.3.2
1620 (20 mm OD ) pipe.
metre
171.10
18.3.3
2025 (25 mm OD ) pipe.
metre
214.90
18.3.4
2532 (32 mm OD ) pipe.
metre
284.35
18.3.5
3240 (40 mm OD ) pipe.
metre
371.50
18.3.6
4050 (50 mm OD ) pipe.
metre
487.75
PP- R PIPES
18.4
Providing and fixing 3 layer PP-R (Poly propylene Random
copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion
welded, having thermal stability for hot & cold water supply including
all PP - R plain & brass threaded polypropylene random fittings i/c
fixing the pipe with clamps at 1.00 m spacing. This includes testing of
joints complete as per direction of Engineer in Charge.
Internal work – Exposed on wall
18.5
18.4.1
PN - 16 Pipe, 16 mm OD
metre
71.15
18.4.2
PN - 16 Pipe, 20 mm OD
metre
96.40
18.4.3
PN - 16 Pipe, 25 mm OD
metre
135.30
18.4.4
PN - 16 Pipe, 32 mm OD
metre
205.40
18.4.5
PN - 16 Pipe, 40 mm OD
metre
314.30
18.4.6
PN - 16 Pipe, 50 mm OD
metre
436.60
Providing and fixing 3 layer PP-R (Poly propylene Random
copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion
welded, having thermal stability for hot & cold water supply including
all PP - R plain & brass threaded polypropylene random fittings i/c
fixing the pipe with clamps at 1.00 m spacing. This includes the cost
of cutting chases and making good the same including testing of
joints complete as per direction of Engineer in Charge.
Concealed work including cutting chases and making good the
walls etc.,
18.6
18.5.1
PN - 16 Pipe, 16 mm OD
metre
122.65
18.5.2
PN - 16 Pipe, 20 mm OD
metre
153.10
18.5.3
PN - 16 Pipe, 25 mm OD
metre
201.90
18.5.4
PN - 16 Pipe, 32 mm OD
metre
289.30
Providing and fixing 3 layer PP-R (Poly propylene Random
copolymer) pipes U V stabilized & anti - microbial fusion welded,
having thermal stability for hot & cold water supply including all PP R plain & brass threaded polypropylene random fittings including
trenching ,refilling & testing of joints complete as per direction of
Engineer in Charge.
SUBHEAD -18.0 WATER SUPPLY
290
Code
No
Description
Unit
Rate
Rs.
External work
18.6.1
PN - 16 Pipe, 16 mm OD (SDR – 7.4)
metre
68.45
18.6.2
PN - 16 Pipe, 20 mm OD (SDR – 7.4)
metre
91.10
18.6.3
PN - 16 Pipe, 25 mm OD (SDR – 7.4)
metre
129.45
18.6.4
PN - 16 Pipe, 32 mm OD (SDR – 7.4)
metre
194.40
18.6.5
PN - 16 Pipe, 40 mm OD (SDR – 7.4)
metre
294.50
18.6.6
PN - 16 Pipe, 50 mm OD (SDR – 7.4)
metre
416.80
18.6.7
PN - 16 Pipe, 63mm OD (SDR – 7.4)
metre
639.50
18.6.8
PN - 16 Pipe, 75 mm OD (SDR – 7.4)
metre
903.70
18.6.9
PN - 16 Pipe, 90 mm OD (SDR – 7.4)
metre
1,431.50
18.6.10
PN - 10 Pipe, 110 mm OD (SDR - 11)
metre
1,499.45
18.6.11
PN - 10 Pipe, 160 mm OD (SDR - 11)
metre
3,134.30
C.P.V.C. PIPES
18.7
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply including all CPVC
plain & brass threaded fittings including fixing the pipe with clamps at
1.00 m spacing. This includes jointing of pipes & fittings with one step
CPVC solvent cement and testing of joints complete as per direction
of Engineer in Charge.
Internal work - Exposed on wall
18.8
18.7.1
15 mm nominal outer dia .Pipes.
metre
97.95
18.7.2
20 mm nominal outer dia .Pipes.
metre
115.65
18.7.3
25 mm nominal outer dia .Pipes.
metre
150.40
18.7.4
32 mm nominal outer dia .Pipes.
metre
196.35
18.7.5
40 mm nominal outer dia .Pipes.
metre
275.05
18.7.6
50 mm nominal outer dia .Pipes.
metre
418.50
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply including all CPVC
plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m
spacing. This includes jointing of pipes & fittings with one step CPVC
solvent cement and the cost of cutting chases and making good the
same including testing of joints complete as per direction of Engineer
in Charge.
Concealed work including cutting chases and making good the
walls etc.
18.8.1
15 mm nominal outer dia .Pipes.
metre
155.15
18.8.2
20 mm nominal outer dia .Pipes.
metre
175.50
18.8.3
25 mm nominal outer dia .Pipes.
metre
222.25
SUBHEAD -18.0 WATER SUPPLY
291
Code
No
18.9
Description
Unit
18.8.4
metre
277.10
32 mm nominal outer dia .Pipes.
Rate
Rs.
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply including all CPVC
plain & brass threaded fittings This includes jointing of pipes & fittings
with one step CPVC solvent cement ,trenching ,refilling & testing of
joints complete as per direction of Engineer in Charge.
External work
18.10
18.9.1
15 mm nominal outer dia .Pipes.
metre
92.60
18.9.2
20 mm nominal outer dia .Pipes.
metre
107.70
18.9.3
25 mm nominal outer dia .Pipes.
metre
144.55
18.9.4
32 mm nominal outer dia .Pipes.
metre
185.30
18.9.5
40 mm nominal outer dia .Pipes.
metre
255.25
18.9.6
50 mm nominal outer dia .Pipes.
metre
398.65
18.9.7
62.50 mm nominal inner dia Pipes.
metre
1,217.80
18.9.8
75 mm nominal inner dia .Pipes.
metre
1,590.75
18.9.9
100mm nominal inner dia .Pipes.
metre
2,206.10
18.9.10
150 mm nominal inner dia .Pipes.
metre
3,831.90
Providing and fixing G.I. pipes complete with G.I. fittings and clamps,
i/c cutting and making good the walls etc.
Internal work – Exposed on wall.
18.11
18.12
18.10.1
15 mm dia. nominal bore
metre
105.85
18.10.2
20 mm dia. nominal bore
metre
133.85
18.10.3
25 mm dia. nominal bore
metre
179.65
18.10.4
32 mm dia. nominal bore
metre
226.10
18.10.5
40 mm dia. nominal bore
metre
264.05
18.10.6
50 mm dia. nominal bore
metre
342.90
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps i/c
making good the walls etc. concealed pipe including painting with anti
corrosive bitumastic paint, cutting chases and making good the wall
18.11.1
15 mm dia nominal bore
metre
144.75
18.11.2
20 mm dia nominal bore
metre
170.60
Providing and fixing G.I. pipes complete with G.I. fittings including
trenching and refilling etc.
External work
18.12.1
15 mm dia. nominal bore
metre
94.05
18.12.2
20 mm dia. nominal bore
metre
116.60
18.12.3
25 mm dia. nominal bore
metre
156.85
SUBHEAD -18.0 WATER SUPPLY
292
Code
No
18.13
18.14
Description
Unit
Rate
Rs.
18.12.4
32 mm dia. nominal bore
metre
193.60
18.12.5
40 mm dia. nominal bore
metre
219.60
18.12.6
50 mm dia. nominal bore
metre
280.10
18.12.7
65 mm dia. nominal bore
metre
356.15
18.12.8
80 mm dia. nominal bore
metre
458.15
Making connection of G.I. distribution branch with G.I. main of
following sizes by providing and fixing tee, including cutting and
threading the pipe etc. complete :
18.13.1
25 to 40 mm nominal bore
each
166.05
18.13.2
50 to 80 mm nominal bore
each
423.20
each
121.90
Fixing water meter and stop cock in G.I. pipe line including cutting
and threading the pipe and making long screws etc. complete (cost of
water meter and stop cock to be paid separately).
BRASS FITTINGS
18.15
18.16
18.17
18.18
18.19
Providing and fixing brass bib cock of approved quality :
18.15.1
15 mm nominal bore
each
191.70
18.15.2
20 mm nominal bore
each
235.20
Providing and fixing brass stop cock of approved quality :
18.16.1
15 mm nominal bore
each
191.70
18.16.2
20 mm nominal bore
each
235.20
Providing and fixing gun metal gate valve with C.I. wheel of approved
quality (screwed end) :
18.17.1
25 mm nominal bore
each
285.50
18.17.2
32 mm nominal bore.
each
358.00
18.17.3
40 mm nominal bore
each
399.00
18.17.4
50 mm nominal bore
each
578.20
18.17.5
65 mm nominal bore
each
831.75
18.17.6
80 mm nominal bore
each
1,369.25
Providing and fixing ball valve (brass) of approved quality, High or low
pressure, with plastic floats complete :
18.18.1
15 mm nominal bore
each
228.35
18.18.2
20 mm nominal bore
each
333.25
18.18.3
25 mm nominal bore
each
385.90
Providing and fixing gun metal non- return valve of approved quality
(screwed end) :
18.19.1
SUBHEAD -18.0 WATER SUPPLY
25 mm nominal bore
293
Code
No
18.20
18.21
18.22
Description
Unit
Rate
Rs.
18.19.1.1
Horizontal
each
292.15
18.19.1.2
Vertical
each
317.70
18.19.2
32 mm nominal bore
18.19.2.1
Horizontal
each
371.45
18.19.2.2
Vertical
each
464.40
18.19.3
40 mm nominal bore
18.19.3.1
Horizontal
each
494.95
18.19.3.2
Vertical
each
605.30
18.19.4
50 mm nominal bore
18.19.4.1
Horizontal
each
738.20
18.19.4.2
Vertical
each
847.40
18.19.5
65 mm nominal bore
18.19.5.1
Horizontal
each
1,282.10
18.19.5.2
Vertical
each
1,467.95
18.19.6
80 mm nominal bore
18.19.6.1
Horizontal
each
1,812.25
18.19.6.2
Vertical
each
2,390.70
Providing and fixing brass ferrule with C.I. mouth cover including
boring and tapping the main :
18.20.1
15 mm nominal bore
each
139.75
18.20.2
20 mm nominal bore
each
187.20
18.20.3
25 mm nominal bore
each
243.70
Providing and fixing uplasticised PVC connection pipe with brass
unions :
18.21.1
30 cm length
18.21.1.1
15 mm nominal bore
each
35.10
18.21.1.2
20 mm nominal bore
each
43.25
18.21.2
45 cm length
18.21.2.1
15 mm nominal bore
each
44.75
18.21.2.2
20 mm nominal bore
each
56.35
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
18.22.1
100 mm diameter
each
40.40
18.22.2
150 mm diameter
each
55.80
quintal
55.55
C.I/ DUCTILE IRON PIPES & SPECIALS
18.23
Laying in position centrifugally cast (spun) iron S&S or flanged pipes
SUBHEAD -18.0 WATER SUPPLY
294
Code
No
Description
Unit
Rate
Rs.
(excluding cost of pipe)
18.24
18.25
18.26
18.27
18.28
Laying in position S&S or flanged C.I. special such as tees, bends,
collars, tapers and caps etc.(excluding cost of specials).
quintal
100.25
Providing and laying S&S C.I. standard specials such as tees, bends,
collars, tapers, caps etc. (Heavy class) :
18.25.1
Up to 300 mm dia.
quintal
2,893.35
18.25.2
Over 300 mm dia.
quintal
3,119.85
Providing and laying flanged C.I. standard specials such as tees,
bends, collars, tapers, caps etc., suitable for flanged jointing as per IS
: 1538 :
18.26.1
Up to 300 mm dia.
quintal
5,123.45
18.26.2
Over 300 mm dia.
quintal
5,648.45
Providing and laying S&S centrifugally cast (spun) iron pipes (Class
LA) conforming to IS - 1536 :
18.27.1
100 mm dia. pipe
metre
737.15
18.27.2
125 mm dia. pipe
metre
902.35
18.27.3
150 mm dia. pipe
metre
1,066.65
18.27.4
200 mm dia. pipe
metre
1,484.00
18.27.5
250 mm dia. pipe
metre
2,106.80
18.27.6
300 mm dia. pipe
metre
2,800.00
18.27.7
350 mm dia. pipe
metre
3,455.55
18.27.8
400 mm dia. pipe
metre
4,233.20
18.27.9
450 mm dia. pipe
metre
5,065.65
18.27.10
500 mm dia. pipe
metre
6,165.95
18.27.11
600 mm dia. pipe
metre
8,149.40
Providing lead caulked joints to spun iron or C.I. pipes and specials
including testing of joints but excluding the cost of pig lead :
18.28.1
100 mm diameter pipe
each
82.25
18.28.2
125 mm diameter pipe
each
120.45
18.28.3
150 mm diameter pipe
each
123.30
18.28.4
200 mm diameter pipe
each
163.45
18.28.5
250 mm diameter pipe
each
204.20
18.28.6
300 mm diameter pipe
each
246.35
18.28.7
350 mm diameter pipe
each
256.00
18.28.8
400 mm diameter pipe
each
332.10
18.28.9
450 mm diameter pipe
each
371.60
SUBHEAD -18.0 WATER SUPPLY
295
Code
No
Description
Unit
Rate
Rs.
18.28.10
500 mm diameter pipe
each
393.70
18.28.11
600 mm diameter pipe
each
528.40
18.29
Supplying pig lead at site of work.
quintal
18.30
Providing flanged joints to double flanged C.I./ D.I. pipes and specials
including testing of joints :
6,742.20
18.30.1
80 mm diameter pipe
each
65.60
18.30.2
100 mm diameter pipe
each
113.00
18.30.3
125 mm diameter pipe
each
114.15
18.30.4
150 mm diameter pipe
each
156.90
18.30.5
200 mm diameter pipe
each
162.70
18.30.6
250 mm diameter pipe
each
236.75
18.30.7
300 mm diameter pipe
each
246.05
18.30.8
350 mm diameter pipe
each
335.05
18.30.9
400 mm diameter pipe
each
564.20
18.30.10
450 mm diameter pipe
each
702.00
18.30.11
500 mm diameter pipe
each
778.45
18.30.12
600 mm diameter pipe
each
892.00
C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES
18.31
Providing and fixing C.I. sluice valves (with cap) complete with bolts,
nuts, rubber insertions etc. (the tail pieces if required will be paid
separately) :
18.31.1
100 mm diameter
18.31.1.1
Class I
each
2,468.05
18.31.1.2
Class II
each
2,550.45
18.31.2
125 mm diameter
18.31.2.1
Class I
each
3,034.75
18.31.2.2
Class II
each
3,163.60
18.31.3
150 mm diameter
18.31.3.1
Class I
each
3,689.10
18.31.3.2
Class II
each
3,889.75
18.31.4
200 mm diameter
18.31.4.1
Class I
each
6,731.80
18.31.4.2
Class II
each
7,221.20
18.31.5
250 mm diameter
18.31.5.1
Class I
each
10,013.80
SUBHEAD -18.0 WATER SUPPLY
296
Code
No
18.32
Description
10,240.90
18.31.6
300 mm diameter
18.31.6.1
Class I
each
12,270.50
18.31.6.2
Class II
each
12,718.30
each
599.80
each
3,595.30
each
6,147.95
Constructing masonry Chamber 30x30x50 cm, inside with 75 class
designation brick work in cement mortar 1:4 (1 cement :4 coarse
sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside)
with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement
:2 coarse sand : 4 graded stone aggregate 20 mm nominal size )
necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine
sand:10 graded stone aggregate 40mm nominal size ) and inside
plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm
thick finished with a floating coat of neat cement complete as per
standard design :
With F.P.S. bricks
Constructing masonry Chamber 60x60x75 cm, inside with 75 class
designation brick work in cement mortar 1:4 (1 cement : 4 coarse
sand) for sluice valve, with C.I. surface box 100mm. top diameter,
160 mm bottom diameter and 180 mm deep ( inside) with chained lid
and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded
stone aggregate 20mm nominal size ) necessary excavation
foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone
aggregate 40 mm nominal size) and inside plastering with cement
mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a
floating coat of neat cement complete as per standard design :
With F.P.S. bricks
Constructing masonry Chamber 90x90x100 cm, inside with 75 class
designation brick work in cement mortar 1:4 (1 cement : 4 coarse
sand) for sluice valve, with C.I. surface box 100 mm. top diameter,
160 mm bottom diameter and 180 mm deep (inside) with chained lid
and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size ) necessary excavation
foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone
aggregate 40 mm nominal size ) and inside plastering with cement
mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a
floating coat of neat cement complete as per standard design :
18.34.1
18.35
each
Class II
18.33.1
18.34
Rate
Rs.
18.31.5.2
18.32.1
18.33
Unit
With F.P.S. bricks
Constructing masonry Chamber 120x120x100 cm, inside with 75
class designation brick work in cement mortar 1:4 (1 cement : 4
coarse sand) for sluice valve, with C.I. surface box 100 mm. top
diameter, 160 mm bottom diameter and 180 mm deep ( inside) with
chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4
graded stone aggregate 20 mm nominal size) necessary excavation
foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone
aggregate 40 mm nominal size) and inside plastering with cement
mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a
SUBHEAD -18.0 WATER SUPPLY
297
Code
No
Description
Unit
Rate
Rs.
each
8,528.75
each
3,388.65
each
3,366.00
floating coat of neat cement complete as per standard design :
18.35.1
18.36
Constructing masonry Chamber 60x60x75 cm, inside with 75 class
designation brick work in cement mortar 1:4 (1 cement : 4 coarse
sand) for fire hydrants, with C.I. surface box 350x350 mm. top and
165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size) necessary excavation foundation concrete 1:5:10 (1 cement : 5
fine sand:10 graded stone aggregate 40 mm nominal size) and inside
plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm
thick finished with a floating coat of neat cement complete as per
standard design :
18.36.1
18.37
18.39
18.40
With F.P.S. bricks
Constructing masonry Chamber 60x45x50 cm, inside with 75 class
designation brick work in cement mortar 1:4 (1 cement : 4 coarse
sand) for water meter complete with C.I. double flap surface box
400x200x200 mm (inside) with locking arrangement and RCC top
slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate
20 mm nominal size) necessary excavation foundation concrete
1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm
nominal size) and inside plastering with cement mortar 1:3 (1 cement
: 3 coarse sand) 12 mm thick finished with a floating coat of neat
cement complete as per standard design :
18.37.1
18.38
With F.P.S. bricks
With F.P.S. bricks
Painting G.I. pipes and fittings with synthetic enamel white paint over
a ready mixed priming coat, both of approved quality for new work :
18.38.1
15 mm diameter pipe.
metre
4.80
18.38.2
20 mm diameter pipe.
metre
5.65
18.38.3
25 mm diameter pipe.
metre
7.45
18.38.4
32 mm diameter pipe.
metre
8.75
18.38.5
40 mm diameter pipe.
metre
10.40
18.38.6
50 mm diameter pipe.
metre
12.20
Repainting G.I. pipes and fittings with synthetic enamel white paint of
approved quality :
18.39.1
15 mm diameter pipe.
metre
2.45
18.39.2
20 mm diameter pipe.
metre
2.85
18.39.3
25 mm diameter pipe
metre
3.70
18.39.4
32 mm diameter pipe
metre
4.30
18.39.5
40 mm diameter pipe
metre
5.05
18.39.6
50 mm diameter pipe
metre
5.90
Painting G.I. pipes and fittings with two coats of anti-corrosive
SUBHEAD -18.0 WATER SUPPLY
298
Code
No
Description
Unit
Rate
Rs.
bitumastic paint of approved quality :
18.41
18.42
18.43
18.44
18.45
18.46
18.40.1
15 mm diameter pipe
metre
2.60
18.40.2
20 mm diameter pipe
metre
3.05
18.40.3
25 mm diameter pipe
metre
3.90
18.40.4
32 mm diameter pipe
metre
4.55
18.40.5
40 mm diameter pipe
metre
5.20
18.40.6
50 mm diameter pipe
metre
6.10
18.40.7
65 mm diameter pipe
metre
7.50
18.40.8
80 mm diameter pipe
metre
8.65
Providing and filling sand of grading zone V or coarser grade allround the G.I. pipes in external work.
18.41.1
15 mm diameter pipe
metre
21.95
18.41.2
20 mm diameter pipe
metre
22.25
18.41.3
25 mm diameter pipe
metre
22.85
18.41.4
32 mm diameter pipe
metre
23.40
18.41.5
40 mm diameter pipe
metre
23.70
18.41.6
50 mm diameter pipe
metre
24.60
18.41.7
65 mm diameter pipe
metre
38.85
18.41.8
80 mm diameter pipe
metre
40.05
18.41.9
100 mm diameter pipe
metre
42.40
18.41.10
150 mm diameter pipe
metre
63.15
Boring with 100 mm diameter casing pipe for hand pump/ tube well in
all soils except ordinary hard rocks requiring blasting including
removing the casing pipe after the hand pipe/tube well is lowered and
tested :
18.42.1
Up to 6 metres depth.
metre
151.00
18.42.2
Beyond 6 m and up to 12 m depth.
metre
179.25
18.42.3
Beyond 12 m and up to 18 m depth.
metre
208.70
Providing and placing in position filters of 40 mm diameter G.I. pipe
with brass strainer of approved quality.
metre
367.35
Providing and fixing to filter and lowering to proper levels 40 mm G.I.
pipe for tube well including cleaning and priming the tube well.
metre
209.00
Providing and placing in position hand pump of approved quality for
40 mm diameter G.I. pipe complete with all accessories.
each
576.80
each
75.90
Providing and fixing G.I. Union in G.I. pipe including cutting and
threading the pipe and making long screws etc. complete (New work)
18.46.1
SUBHEAD -18.0 WATER SUPPLY
15 mm nominal bore
299
Code
No
18.47
18.48
Description
Unit
Rate
Rs.
18.46.2
20 mm nominal bore
each
96.80
18.46.3
25 mm nominal bore
each
107.25
18.46.4
32 mm nominal
each
123.55
18.46.5
40 mm nominal bore
each
164.20
18.46.6
50mm nominal bore
each
235.60
18.46.7
65mm nominal bore
each
428.40
18.46.8
80 mm nominal bore
each
507.40
Providing and fixing G.I. Union in existing G.I. pipe line, cutting and
threading the pipe and making long screws including excavation,
refilling the earth or cutting of wall and making good the same
complete wherever required :
18.47.1
15 mm nominal bore.
each
149.20
18.47.2
20 mm nominal bore.
each
170.10
18.47.3
25 mm nominal bore.
each
180.55
18.47.4
32 mm nominal bore.
each
196.80
18.47.5
40 mm nominal bore.
each
237.45
18.47.6
50 mm nominal bore.
each
335.50
18.47.7
65 mm nominal bore.
each
528.30
18.47.8
80 mm nominal bore.
each
607.30
Providing and placing on terrace (at all floor levels) polyethylene
water storage tank ISI : 12701 marked with cover and suitable locking
arrangement and making necessary holes for inlet, outlet and
overflow pipes but without fittings and the base support for tank
per litre
5.25
C.P.BRASS FITTINGS.
18.49
Providing and fixing C.P. brass bib cock of approved quality
conforming to IS:8931
18.49.1
18.50
313.10
15 mm nominal bore.
each
274.40
each
315.80
each
313.10
Providing and fixing C.P. brass long body bib cock of approved
quality conforming to IS standards and weighing not less than 690
gms.
18.51.1
18.52
each
Providing and fixing C.P. brass long nose bib cock of approved
quality conforming to IS standards and weighing not less than 810
gms.
18.50.1
18.51
15 mm nominal bore.
15 mm nominal bore
Providing and fixing C.P. brass stop cock (concealed) of standard
design and of approved make conforming to IS:8931.
18.52.1
SUBHEAD -18.0 WATER SUPPLY
15 mm nominal bore.
300
Code
No
Description
18.53
Providing and fixing C.P. brass angle valve for basin mixer and
geyser points of approved quality conforming to IS:8931 a) 15 mm
nominal bore
18.53.1
Unit
Rate
Rs.
each
347.65
15mm nominal bore, 86 mm long. Weighing not less
than 88 gms.
each
120.85
15 mm nominal bore, 122mm long. Weighing not less
than 99 gms.
each
166.15
15 mm nominal bore, 165mm long. Weighing not less
than 110 gms.
each
189.40
15mm nominal bore, 90mm long. Weighing not less
than 93 gms.
each
137.15
15 mm nominal bore, 86mm long. Weighing not less
than 88 gms.
each
120.85
20mm nominal bore, 89mm long. Weighing not less
than 88 gms.
each
148.75
Concealed stop cock, 15mm nominal bore, 108mm
long. Weighing not less than 108 gms.
each
195.20
15mm nominal bore, 107mm long. Weighing not less
than 110 gms.
each
185.25
15mm nominal bore, 125mm long foam flow. Weighing
not less than 120 gms.
each
266.55
15 mm nominal bore, 98mm long. Weighing not less
than 75 gms.
each
113.90
15 mm nominal bore, 80mm long. Weighing not less
than 46 gms.
each
96.45
15mm nominal bore
PTMT FITTINGS
18.54
Providing and fixing PTMT bib cock of approved quality and colour.
18.54.1
18.54.2
18.54.3
18.54.4
18.55
Providing and fixing PTMT stop cock of approved quality and colour.
18.55.1
18.55.2
18.55.3
18.56
Providing and fixing PTMT pillar cock of approved quality and colour .
18.56.1
18.56.2
18.57
Providing and fixing PTMT, push cock of approved quality and colour.
18.57.1
18.57.2
18.58
Providing and fixing PTMT grating of approved quality and colour.
18.58.1
Circular type.
18.58.1.1
100 mm nominal dia.
each
39.70
18.58.1.2
125 mm nominal dia with 25 mm waste hole.
each
46.65
18.58.2
Rectangular type with openable circular lid.
18.58.2.1
150 mm nominal size square 100 mm diameter of the
inner hinged round grating.
each
109.35
SUBHEAD -18.0 WATER SUPPLY
301
Code
No
Description
Unit
Rate
Rs.
AIR VALVE & WATER METER (BULK TYPE)
18.59
18.60
18.61
18.62
Providing and fixing C.I. double acting air valve of approved quality
with bolts, nuts, rubber insertions etc. complete (The tail pieces,
tapers etc if required will be paid separately) :
18.59.1
50 mm dia
each
3,615.70
18.59.2
80 mm dia
each
5,276.65
18.59.3
100 mm dia
each
6,858.75
Providing and fixing enclosed type water meter (bulk type)
conforming to IS : 2373 and tested by Municipal Board complete with
bolts, nuts, rubber insertions etc. (The tail pieces if required will be
paid separately) :
18.60.1
80 mm dia nominal bore
each
2,448.40
18.60.2
100 mm dia nominal bore
each
3,719.80
18.60.3
150 mm dia nominal bore
each
5,261.80
18.60.4
200 mm dia nominal bore
each
5,914.55
Providing and fixing C.I. dirt box strainer for bulk type water meter
with nuts, bolts, rubber insertions etc. complete conforming to IS :
2373 :
18.61.1
80 mm dia
each
3,110.45
18.61.2
100 mm dia.
each
4,672.20
18.61.3
150 mm dia
each
6,067.85
18.61.4
200 mm dia
each
8,404.80
15 mm nominal bore, 105 mm long. Weighing not less
than 138 gms.
each
165.60
20 mm nominal bore, 120 mm long. Weighing not less
than 198 gms.
each
234.50
25 mm nominal bore, 152mm long. Weighing not less
than 440 gms.
each
497.40
40mm nominal bore, 206mm long. Weighing not less
than 690 gms.
each
902.75
50mm nominal bore, 242mm long. Weighing not less
than 1240 gms.
each
1,338.30
Providing and fixing PTMT angle stop cock 15 mm nominal bore.
Weighing not less than 85 gms.
each
148.75
Providing and fixing PTMT swivelling shower, 15mm nominal bore.
Weighing not less than 40gms.
each
101.95
Providing and fixing PTMT Ball cock of approved quality, colour and
make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D.
plastic ball.
18.62.1
18.62.2
18.62.3
18.62.4
18.62.5
18.63
18.64
SUBHEAD -18.0 WATER SUPPLY
302
Code
No
Description
Unit
Rate
Rs.
18.65
Providing and fixing PTMT soap Dish Holder having length of
138mm, breadth 102mm, height of 75mm with concealed fitting
arrangements. Weighing not less than 106 gms.
each
133.30
18.66
18.67
18.68
18.69
18.70
Providing and laying S&S C.I. Standard specials such as tees, bends,
collars tapers and caps etc, suitable for flanged jointing as per IS :
1538 :
18.66.1
Up to 300 mm dia
quintal
4,205.85
18.66.2
Above 300 mm dia
quintal
4,737.80
Providing and laying S&S C.I. Standard specials suitable for
mechanical jointing as per IS : 13382
18.67.1
Up to 300 mm dia
quintal
6,305.85
18.67.2
Above 300 mm dia
quintal
6,586.90
Providing and laying D.I. specials of class K-12 suitable for push-on
jointing as per IS : 9523
18.68.1
Up to 600 mm dia
quintal
10,487.25
18.68.2
Above 600 mm dia
quintal
15,685.00
Providing and laying D.I. Specials of Class K - 12 suitable for
mechanical jointing as per IS : 9523 :
18.69.1
Up to 600 mm dia
quintal
11,023.85
18.69.2
Above 600 mm dia
quintal
16,644.40
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or
Ductile Iron Pipes including testing of joints and including the cost of
rubber gasket :
18.70.1
100 mm dia pipes
joint
39.00
18.70.2
150 mm dia pipes
joint
60.30
18.70.3
200 mm dia pipes
joint
98.20
18.70.4
250 mm dia pipes
joint
111.70
18.70.5
300 mm dia pipes
joint
153.10
18.70.6
350 mm dia pipes
joint
182.15
18.70.7
400 mm dia pipes
joint
340.40
18.70.8
450 mm dia pipes
joint
378.35
18.70.9
500 mm dia pipes
joint
393.20
18.70.10
600 mm dia pipes
joint
489.30
18.70.11
650 mm dia pipes
joint
739.65
18.70.12
700 mm dia pipes
joint
853.45
18.70.13
800 mm di a pipes
joint
953.35
18.70.14
900 mm dia pipes
joint
1,255.25
SUBHEAD -18.0 WATER SUPPLY
303
Code
No
Description
18.70.15
18.71
18.72
1000 mm dia pipes
Unit
Rate
Rs.
joint
1,523.90
Providing and laying Double Flanged (screwed/ welded) Centrifugally
(Spun) Cast Iron, Class B (IS : 1536) :
18.71.1
100 mm dia C.I. Double Flanged Pipe
metre
1,151.15
18.71.2
150 mm dia C.I. Double Flanged Pipe
metre
1,781.85
18.71.3
200 mm dia C.I. Double Flanged Pipe
metre
2,468.85
18.71.4
250 mm dia C.I. Double Flanged Pipe
metre
3,304.85
18.71.5
300 mm dia C.I. Double Flanged Pipe
metre
4,201.30
18.71.6
350 mm dia C.I. Double Flanged Pipe
metre
5,372.75
18.71.7
400 mm dia C.I. Double Flanged Pipe
metre
6,940.35
18.71.8
450 mm dia C.I. Double Flanged Pipe
metre
8,985.75
18.71.9
500 mm dia C.I. Double Flanged Pipe
metre
11,716.30
18.71.10
600 mm dia C.I. Double Flanged Pipe
metre
15,287.90
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron
Pipes conforming to IS : 8329 :
18.72.1
100 mm dia Ductile Iron Class K-7 pipes
metre
703.30
18.72.2
150 mm dia Ductile Iron Class K-7 pipes
metre
1,025.40
18.72.3
200 mm dia Ductile Iron Class K-7 pipes
metre
1,457.15
18.72.4
250 mm dia Ductile Iron Class K-7 pipes
metre
1,972.55
18.72.5
300 mm dia Ductile Iron Class K-7 pipes
metre
2,226.25
18.72.6
350 mm dia Ductile Iron Class K-7 pipes
metre
2,626.50
18.72.7
400 mm dia Ductile Iron Class K-7 pipes
metre
3,837.60
18.72.8
450 mm dia Ductile Iron Class K-7 pipes
metre
4,550.35
18.72.9
500 mm dia Ductile Iron Class K-7 pipes
metre
5,367.20
18.72.10
600 mm dia Ductile Iron Class K-7 pipes
metre
7,081.30
18.72.11
700 mm dia Ductile Iron Class K-7 pipes
metre
8,795.70
18.72.12
800 mm dia Ductile Iron Class K-7 pipes
metre
11,149.05
18.72.13
900 mm dia Ductile Iron Class K-7 pipes
metre
13,017.25
18.72.14
1000 mm dia Ductile Iron Class K-7 pipes
metre
14,682.85
18.72.15
100 mm dia Ductile Iron Class K-9 pipes
metre
775.50
18.72.16
150 mm dia Ductile Iron Class K-9 pipes
metre
1,152.80
18.72.17
200 mm dia Ductile Iron Class K-9 pipes
metre
1,589.45
18.72.18
250 mm dia Ductile Iron Class K-9 pipes
metre
2,056.35
18.72.19
300 mm dia Ductile Iron Class K-9 pipes
metre
2,639.45
18.72.20
350 mm dia Ductile Iron Class K-9 pipes
metre
3,102.25
SUBHEAD -18.0 WATER SUPPLY
304
Code
No
18.73
18.74
18.75
18.76
Description
Rate
Rs.
18.72.21
400 mm dia Ductile Iron Class K-9 pipes
metre
4,435.65
18.72.22
450 mm dia Ductile Iron Class K-9 pipes
metre
4,925.90
18.72.23
500 mm dia Ductile Iron Class K-9 pipes
metre
6,591.35
18.72.24
600 mm dia Ductile Iron Class K-9 pipes
metre
7,404.65
18.72.25
700 mm dia Ductile Iron Class K-9 pipes
metre
10,052.75
18.72.26
750 mm dia Ductile Iron Class K-9 pipes
metre
11,464.10
18.72.27
800 mm dia Ductile Iron Class K-9 pipes
metre
11,808.40
18.72.28
900 mm dia Ductile Iron Class K-9 pipes
metre
13,770.10
18.72.29
1000 mm dia Ductile Iron Class K-9 pipes
metre
15,500.90
Providing and laying Double Flanged (Screwed/ Welded)
Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS
: 8329 :
18.73.1
100 mm dia Ductile Iron Double Flanged
metre
2,206.35
18.73.2
150 mm dia Ductile Iron Double Flanged
metre
3,055.35
18.73.3
200 mm dia Ductile Iron Double Flanged
metre
3,963.40
18.73.4
250 mm dia Ductile Iron Double Flanged
metre
5,262.65
18.73.5
300 mm dia Ductile Iron Double Flanged
metre
6,771.65
18.73.6
350 mm dia Ductile Iron Double Flanged
metre
8,434.20
18.73.7
400 mm dia Ductile Iron Double Flanged
metre
10,076.25
18.73.8
450 mm dia Ductile Iron Double Flanged
metre
12,180.70
18.73.9
500 mm dia Ductile Iron Double Flanged
metre
14,761.20
18.73.10
600 mm dia Ductile Iron Double Flanged
metre
20,023.70
18.73.11
700 mm dia Ductile Iron Double Flanged
metre
24,693.40
Providing and fixing unplasticised P.V.C. connection pipe with PTMT
Nuts collar and bush of approved quality and colour.
18.74.1
15 mm nominal bore with 30cm length.
each
45.55
18.74.2
15 mm nominal bore with 45 cm length.
each
52.90
Providing and fixing PTMT extension nipple for water tank pipe,
fittings of approved quality and colour.
18.75.1
15 mm nominal bore. Weighing not less than 32 gms.
each
38.75
18.75.2
20mm nominal bore. Weighing not less than 40gms.
each
45.75
18.75.3
25mm nominal bore. Weighing not less than 62 gms.
each
66.65
each
92.45
each
82.25
Cutting holes up to 30x30 cm in walls including making good the
same:
18.76.1
18.77
Unit
With F.P.S. bricks
Cutting holes up to 15x15cm in R.C.C. floors and roofs for passing
SUBHEAD -18.0 WATER SUPPLY
305
Code
No
Description
Unit
Rate
Rs.
Making chases up to 7.5x7.5 cm in walls including making good and
finishing with matching surface after housing G.I. pipe etc.
metre
36.65
Making hole up to 20x20 cm and embedding pipes up to 150 mm
diameter in masonry and filling with cement concrete 1:3:6 (1 cement
: 3 coarse sand 6 graded stone aggregate 20 mm nominal size)
including disposal of malba.
metre
70.05
drain pipe etc. and repairing the hole after insertion of drain pipe etc.
with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) including finishing complete so
as to make it leak proof.
18.78
18.79
18.80
18.81
Disinfecting C.I. water mains by flushing with water containing
bleaching powder at 0.5 gms per litre of water and cleaning the same
with fresh water, operation to be repeated three times including
getting the sample of water from the disinfected main tested in the
municipal laboratory.
18.80.1
80 mm diameter C.I. pipe
100 metre
289.75
18.80.2
100 mm diameter C.I. pipe
100 metre
381.15
18.80.3
125 mm diameter C.I. pipe
100 metre
478.85
18.80.4
150 mm diameter C.I. pipe
100 metre
580.80
18.80.5
200 mm diameter C.I. pipe
100 metre
786.95
18.80.6
250 mm diameter C.I. pipe
100 metre
1,007.55
18.80.7
300 mm diameter C.I. pipe
100 metre
1,150.00
18.80.8
350 mm diameter C.I. pipe
100 metre
1,302.95
18.80.9
400 mm diameter C.I. pipe
100 metre
1,470.50
18.80.10
450 mm diameter C.I. pipe
100 metre
1,645.65
18.80.11
500 mm diameter C.I. pipe
100 metre
1,834.55
18.80.12
600 mm diameter C.I. pipe
100 metre
2,235.70
Extra for every operation disinfecting the C.I. main by flushing with
water containing bleaching powder at 0.5 gms per litre of water and
cleaning the same with fresh water, including getting the samples of
water tested in the municipal laboratory:
18.81.1
80 mm diameter C.I. pipe
100 metre
106.85
18.81.2
100 mm diameter C.I. pipe
100 metre
130.05
18.81.3
125 mm diameter C.I. pipe
100 metre
159.55
18.81.4
150 mm diameter C.I. pipe
100 metre
188.25
18.81.5
200 mm diameter C.I. pipe
100 metre
283.70
18.81.6
250 mm diameter C.I. pipe
100 metre
335.95
18.81.7
300 mm diameter C.I. pipe
100 metre
388.50
18.81.8
350 mm diameter C.I. pipe
100 metre
463.95
SUBHEAD -18.0 WATER SUPPLY
306
Code
No
18.82
18.83
Description
Unit
Rate
Rs.
18.81.9
400 mm diameter C.I. pipe
100 metre
542.10
18.81.10
450 mm diameter C.I. pipe
100 metre
624.90
18.81.11
500 mm diameter C.I. pipe
100 metre
709.35
18.81.12
600 mm diameter C.I. pipe
100 metre
887.95
Dismantling old C.I. pipes including excavation and refilling trenches
after taking out the pipes, breaking lead caulked joints, melting of
lead and making into blocks including stacking of pipes at site lead up
to 50 metre:
18.82.1
80 mm diameter C.I. pipe
metre
82.65
18.82.2
100 mm diameter C.I. pipe
metre
85.35
18.82.3
125 mm diameter C.I. pipe
metre
87.80
18.82.4
150 mm diameter C.I. pipe
metre
90.45
18.82.5
200 mm diameter C.I. pipe
metre
99.95
18.82.6
250 mm diameter C.I. pipe
metre
109.30
18.82.7
300 mm diameter C.I. pipe
metre
117.30
18.82.8
350 mm diameter C.I. pipe
metre
124.60
18.82.9
400 mm diameter C.I. pipe
metre
131.15
18.82.10
450 mm diameter C.I. pipe
metre
137.95
18.82.11
500 mm diameter C.I. pipe
metre
143.65
18.82.12
600 mm diameter C.I. pipe
metre
153.20
Labour for cutting C.I. pipe with steel saw.
18.83.1
80 mm diameter C.I. pipe
Each cut
22.10
18.83.2
100 mm diameter C.I. pipe
Each cut
29.80
18.83.3
125 mm diameter C.I. pipe
Each cut
41.75
18.83.4
150 mm diameter C.I. pipe
Each cut
56.15
18.83.5
200 mm diameter C.I. pipe
Each cut
74.90
18.83.6
250 mm diameter C.I. pipe
Each cut
92.65
18.83.7
300 mm diameter C.I. pipe
Each cut
111.40
18.83.8
350 mm diameter C.I. pipe
Each cut
129.10
18.83.9
400 mm diameter C.I. pipe
Each cut
147.70
18.83.10
450 mm diameter C.I. pipe
Each cut
165.60
18.83.11
500 mm diameter C.I. pipe
Each cut
184.20
18.83.12
600 mm diameter C.I. pipe
Each cut
218.55
SUBHEAD -18.0 WATER SUPPLY
307
SUB HEAD : 19.0
DRAINAGE
309
BASIC RATES (SH: 19.0 DRAINAGE)
Code
No
Description
Unit
Rate
Rs.
0101
Bhisti
Day
138.45
0103
Blacksmith 2nd class
Day
141.60
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0285
Brick Aggregate (Single size) : 63 mm nominal size
cum
350.00
0287
Brick Aggregate (Single size) : 40 mm nominal size
cum
360.00
0362
Brick bats
cum
253.00
0367
Portland Cement
tonne
0983
Fine sand (zone IV)
cum
1003
Mild steel round bar above 12 mm dia
quintal
3,050.00
1006
Mild steel square bars
quintal
3,175.00
1336
Clearing eye with chain and lid 100 mm dia
each
37.00
1337
Clearing eye with chain and lid 150 mm dia
each
41.00
1352
C.I. cover and frame 300x300 mm inside
each
265.00
1353
C.I. cover without frame 300x300mm inside i/c cover of 4.50 kg
each
170.00
1354
Rectangular cover 455x610 mm with frame (low duty)
each
1,395.00
1355
Rectangular cover 455x610mm without frame (low duty)
each
844.00
1356
500 mm dia cover with frame (medium duty)
each
4,257.00
1357
500 mm dia cover without frame (medium duty)
each
2,129.00
1364
C.I. grating 100x100 mm
each
10.00
1366
C.I. grating 150x150 mm
each
19.00
1367
C.I. grating 180x180 mm
each
23.00
1617
S.C.I. soil, waste and vent single socketed pipe1.80 metres long:
100mm dia
each
610.00
1618
S.C.I. soil, waste and vent single socketed pipe1.80 metres long:
150mm dia
each
1,205.00
1621
S.C.I. plain bend 100mm dia
each
178.00
1622
S.C.I. plain bend 150mm dia
each
407.00
1628
S.C.I. plain single equal junctions100x100x100 mm dia
each
265.00
1700
R.C.C. pipes NP2 class 100 mm dia
metre
118.00
1701
R.C.C. pipes NP2 class 150 mm dia
metre
135.00
SUB HEAD –19.0 DRAINAGE
311
4,500.00
320.00
Code
No
Description
Unit
1702
R.C.C. pipes NP2 class 250 mm dia
metre
157.00
1703
R.C.C. pipes NP2 class 300 mm dia
metre
228.00
1704
R.C.C. pipes NP2 class 450 mm dia
metre
333.00
1705
R.C.C. pipes NP2 class 500 mm dia
metre
398.00
1706
R.C.C. pipes NP2 class 600 mm dia
metre
642.00
1707
R.C.C. pipes NP2 class 700 mm dia
metre
719.00
1709
R.C.C. pipes NP2 class 800 mm dia
metre
836.00
1710
R.C.C. pipes NP2 class 900 mm dia
metre
986.00
1711
R.C.C. pipes NP2 class 1000 mm dia
metre
1,243.00
1712
R.C.C. pipes NP2 class 1100 mm dia
metre
1,500.00
1713
R.C.C. pipes NP2 class 1200 mm dia
metre
1,543.00
1714
R.C.C. collarsNP2 class 100 mm dia
each
16.00
1715
R.C.C. collarsNP2 class 150 mm dia
each
21.00
1716
R.C.C. collarsNP2 class 250 mm dia
each
34.00
1717
R.C.C. collarsNP2 class 300 mm dia
each
42.00
1718
R.C.C. collarsNP2 class 450 mm dia
each
63.00
1719
R.C.C. collarsNP2 class 500 mm dia
each
73.00
1720
R.C.C. collarsNP2 class 600 mm dia
each
92.00
1721
R.C.C. collarsNP2 class 700 mm dia
each
102.00
1723
R.C.C. collarsNP2 class 800 mm dia
each
146.00
1724
R.C.C. collarsNP2 class 900 mm dia
each
178.00
1725
R.C.C. collarsNP2 class 1000 mm dia
each
210.00
1726
R.C.C. collarsNP2 class 1100 mm dia
each
241.00
1727
R.C.C. collarsNP2 class 1200 mm dia
each
280.00
1854
Stoneware pipes grade A (60 cm long) 100 mm dia
each
30.00
1855
Stoneware pipes grade A (60 cm long) 150 mm dia
each
42.00
1856
Stoneware pipes grade A (60 cm long) 200 mm dia
each
80.00
1857
Stoneware pipes grade A (60 cm long) 230 mm dia
each
85.00
1858
Stoneware pipes grade A (60 cm long) 250 mm dia
each
113.00
1859
Stoneware pipes grade A (60 cm long) 300 mm dia
each
165.00
1881
Spun yarn
kilogram
30.00
1900
S.W. gully trap P type 100x100 mm
each
55.00
1902
S.W. gully trap P type 150x100 mm
each
86.00
1904
S.W. gully trap P type 180x150 mm
each
160.00
SUB HEAD –19.0 DRAINAGE
312
Rate
Rs.
Code
No
Description
Unit
2201
Carriage of Bricks
1000 Nos
2209
Carriage of Cement
tonne
47.29
2224
Carriage of S.W. pipes100 mm dia
100 metre
70.94
2225
Carriage of S.W. pipes150 mm dia
100 metre
141.88
2226
Carriage of S.W. pipes200 mm dia
100 metre
236.47
2227
Carriage of S.W. pipes230 mm dia
100 metre
337.82
2228
Carriage of S.W. pipes250 mm dia
100 metre
405.38
2229
Carriage of S.W. pipes300 mm dia
100 metre
506.73
2260
Carriage of Brick aggregate
cum
57.83
2261
Carriage of Fine sand (1 part badarpur sand : 2 parts jamuna sand)
cum
53.21
2275
Carriage of R.C.C. pipes 100 mm dia
100 metre
116.30
2281
Carriage of R.C.C. pipes 150 mm dia
100 metre
193.83
2287
Carriage of R.C.C. pipes 250 mm dia
100 metre
448.05
2290
Carriage of R.C.C. pipes 300 mm dia
100 metre
553.80
2299
Carriage of R.C.C. pipes 450 & 500 mm dia
100 metre
1,292.20
2303
Carriage of R.C.C. pipes 600, 700, 750 & 800 mm dia
100 metre
1,938.30
2331
Carriage of R.C.C. pipes 900 mm dia
100 metre
2,907.45
2332
Carriage of R.C.C. pipes 1000 mm dia
100 metre
3,876.61
2333
Carriage of R.C.C. pipes 1100 mm dia
100 metre
3,876.61
2334
Carriage of R.C.C. pipes 1200 mm dia
100 metre
3,876.61
2602
F.P.S. bricks class designation 75
1000 Nos
1,900.00
3860
560 mm dia cover with frame (Heavy duty)
each
7,634.00
3861
560 mm dia cover without frame (Heavy duty)
each
3,664.00
7087
S.C.I. Tee 150 mm
each
460.00
7128
S.W. intercepting trap 100 mm dia
each
144.00
7129
S.W. intercepting trap 150 mm dia
each
202.00
7130
Rectangular shape 600x450 mm precast R.C.C. manhole cover with
frame - L.D. - 25
each
628.00
7131
Square shape 350x350 mm precast R.C.C. manhole cover with frame
- L.D. - 25
each
540.00
7132
Circular shape 450 mm dia precast R.C.C. manhole cover with frame
- L.D. - 25
each
474.00
7133
Rectangular shape 500x500 mm precast R.C.C. manhole cover with
frame - M.D. - 10
each
575.00
7134
Circular shape 500 mm dia precast R.C.C. manhole cover with frame
- M.D. - 10
each
575.00
SUB HEAD –19.0 DRAINAGE
313
Rate
Rs.
141.88
Code
No
Description
Unit
Rate
Rs.
7135
Circular shape 560 mm dia precast R.C.C. manhole cover with frame
- H.D. - 20
each
838.00
7136
Circular shape 560 mm dia precast R.C.C. manhole cover with frame
- E.H.D. - 35
each
935.00
7354
Plastic encapsulated M.S. foot rest 30x20x15 cm
each
93.00
7380
Precast R.C.C. grating with frame 500x450 mm horizontal grating
each
533.00
7381
Precast R.C.C. grating with frame 450x100 mm vertical grating
each
250.00
9999
Sundries
L.S.
SUB HEAD –19.0 DRAINAGE
314
1.00
19.0 DRAINAGE
Code
No
Description
Unit
Rate
Rs.
NOTE : - The rates given for all the items under sub-head ‘ Drainage’
are applicable to work executed in soils above sub- soil water level.
Extra allowance has to be made for work under sub- soil water level.
STONE WARE PIPES AND FITTINGS
19.1
19.2
19.3
19.4
Providing, laying and jointing glazed stoneware pipes class SP-1 with
stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1
fine sand) including testing of joints etc. complete :
19.1.1
100 mm diameter
metre
105.90
19.1.2
150 mm diameter
metre
151.65
19.1.3
200 mm diameter
metre
247.15
19.1.4
230 mm diameter
metre
269.90
19.1.5
250 mm diameter
metre
342.85
19.1.6
300 mm diameter
metre
469.65
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse
sand : 10 graded stone aggregate 40 mm nominal size) all-round
S.W. pipes including bed concrete as per standard design:
19.2.1
100 mm diameter S.W. pipe
metre
331.20
19.2.2
150 mm diameter S.W. pipe
metre
405.05
19.2.3
200 mm diameter S.W. pipe
metre
472.15
19.2.4
230 mm diameter S.W. pipe
metre
516.90
19.2.5
250 mm diameter S.W. pipe
metre
546.00
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse
sand : 10 graded stone aggregate 40 mm nominal size) up to
haunches of S.W. pipes including bed concrete as per standard
design :
19.3.1
100 mm diameter S.W. pipe
metre
157.40
19.3.2
150 mm diameter S.W. pipe
metre
255.10
19.3.3
200 mm diameter S.W. pipe
metre
299.85
19.3.4
230 mm diameter S.W. pipe
metre
328.95
19.3.5
250 mm diameter S.W. pipe
metre
349.10
19.3.6
300 mm diameter S.W. pipe
metre
402.80
Providing and fixing square-mouth S.W. gully trap class SP-1
complete with C.I. grating brick masonry chamber with water tight C.I.
cover with frame of 300 x300 mm size (inside) the weight of cover to
be not less than 4.50 kg and frame to be not less than 2.70 kg as per
standard design :
19.4.1
SUBHEAD -19.0 DRAINAGE
100x100 mm size P type
315
Code
No
19.5
19.6
Description
Unit
Rate
Rs.
19.4.1.1
With F.P.S. Bricks class designation 75
each
935.15
19.4.1.2
With Sewer bricks conforming to IS : 4885
each
1,033.35
19.4.2
150 x 100 mm size P type.
19.4.2.1
With F.P.S. bricks class designation 75
each
961.95
19.4.2.2
With sewer bricks conforming to IS : 4885
each
1,060.15
19.4.3
180x150 mm size P type
19.4.3.1
With F.P.S. bricks class designation 75
each
1,036.75
19.4.3.2
With Sewer bricks conforming to IS : 4885
each
1,134.95
Dismantling of old S.W. pipes including breaking of joints and bed
concrete stacking of useful materials near the site within 50 m lead
and disposal of unserviceable materials into municipal dumps:
19.5.1
100 mm diameter
metre
13.35
19.5.2
150 mm diameter
metre
14.75
19.5.3
200 mm diameter
metre
15.70
19.5.4
230 mm diameter
metre
16.20
19.5.5
250 mm diameter
metre
16.65
19.5.6
300 mm diameter
metre
17.60
19.5.7
350 mm diameter
metre
20.25
19.5.8
400 mm diameter
metre
22.15
19.5.9
450 mm diameter
metre
23.10
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes
with collars jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand) including testing of joints
etc. complete :
19.6.1
100 mm dia. R.C.C. pipe
metre
173.95
19.6.2
150 mm dia. R.C.C. pipe
metre
202.85
19.6.3
250 mm dia. R.C.C. pipe
metre
258.20
19.6.4
300 mm dia. R.C.C. pipe
metre
338.75
19.6.5
450 mm dia. R.C.C. pipe
metre
499.55
19.6.6
500 mm dia. R.C.C. pipe
metre
584.85
19.6.7
600 mm dia. R.C.C. pipe
metre
895.10
19.6.8
700 mm dia. R.C.C. pipe
metre
1,000.90
19.6.9
800 mm dia. R.C.C. pipe
metre
1,167.40
19.6.10
900 mm dia. R.C.C. pipe
metre
1,413.90
19.6.11
1000 mm dia. R.C.C. pipe
metre
1,740.95
19.6.12
1100 mm dia. R.C.C. pipe
metre
2,093.70
SUBHEAD -19.0 DRAINAGE
316
Code
No
19.7
19.8
19.9
Description
Unit
19.6.13
metre
2,208.30
1200 mm dia. R.C.C. pipe
Rate
Rs.
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement
: 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size), foundation
concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone
aggregate 40mm nominal size) inside plastering 12mm thick with
cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating
coat of neat cement and making channels in cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal
size) finished with a floating coat of neat cement complete as per
standard design :
19.7.1
Inside size 90x80 cm and 45 cm deep including C.I. cover
with frame (light duty) 455x610 mm internal dimensions
total weight of cover and frame to be not less than 38 kg
(weight of cover 23 kg and weight of frame 15 kg) :
19.7.1.1
With F.P.S. bricks with class designation 75
each
5,383.70
19.7.1.2
With Sewer bricks conforming to IS : 4885
each
5,640.50
19.7.2
Inside size 120x90 cm and 90 cm deep including C.I.
cover with frame (medium duty) 500 mm internal
diameter, total weight of cover and frame to be not less
than 116 kg (weight of cover 58 kg and weight of frame
58 kg) :
19.7.2.1
With F.P.S. bricks class designation 75
each
11,882.20
19.7.2.2
With Sewer bricks conforming to IS : 4885
each
12,584.65
19.7.3
Inside size 120x90 cm and 90 cm deep including C.I.
cover with frame (heavy duty) 560 mm internal diameter,
total weight of cover and frame to be not less than 208 kg
(weight of cover 108 kg and weight of frame 100 kg) :
19.7.3.1
With F.P.S. bricks class designation 75
each
15,673.85
19.7.3.2
With Sewer bricks conforming to IS : 4885
each
16,278.10
Extra for depth for manholes
19.8.1
Size 90x80 cm
19.8.1.1
With F.P.S. bricks class designation 75
metre
2,654.00
19.8.1.2
With Sewer bricks conforming to IS : 4885
metre
3,401.80
19.8.2
Size 120x90 cm
19.8.2.1
With F.P.S. bricks class designation 75
metre
3,179.95
19.8.2.2
With Sewer bricks conforming to IS : 4885
metre
4,071.30
Constructing brick masonry circular type manhole 0.91m internal dia
at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4
coarse sand), in side cement plaster 12 mm thick with cement mortar
1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat
cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6
SUBHEAD -19.0 DRAINAGE
317
Code
No
Description
Unit
Rate
Rs.
graded stone aggregate 40mm nominal size), and making necessary
channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20mm nominal size) finished with a floating
coat of neat cement all complete as per standard design :
19.10
19.11
19.12
19.9.1
0.91 m deep with S.F.R.C. cover and frame (heavy duty,
HD-20 grade designation) 560mm internal diameter
conforming to I.S. 12592, total weight of cover and frame
to be not less than 182kg., fixed in cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm nominal size) including centering shuttering all
complete. (Excavation, foot rests and 12mm thick cement
plaster at the external surface shall be paid for
separately) :
19.9.1.1
With F.P.S. bricks class designation 75
each
4,933.50
19.9.1.2
With Sewer bricks conforming to IS : 4885
each
5,347.90
Extra depth for circular type manhole 0.91m internal dia (at bottom)
beyond 0.91m to 1.67m
19.10.1
With F.P.S. bricks class designation 75
metre
2289.80
19.10.2
With Sewer bricks conforming IS : 4885
metre
2915.90
Constructing brick masonry circular manhole 1.22m internal dia at
bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4
coarse sand) inside cement plaster 12mm thick with cement mortar
1:3 (1 cement :3 coarse sand) finished with a floating coat of neat
cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 40mm nominal size) and making necessary
channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20mm nominal size) finished with a floating
coat of neat cement all complete as per standard design :
19.11.1
1.68 m deep with SFRC Cover and frame (heavy duty
HD-20 grade designation) 560mm internal diameter
conforming to I.S. 12592, total weight of cover and frame
to be not less than 182kg. fixed in cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded stone aggregate
20mm nominal size) including centering shuttering all
complete. (Excavation, foot rests and 12 mm thick
cement plaster at the external surface shall be paid for
separately) :
19.11.1.1
With F.P.S. bricks class designation 75
each
8,946.25
19.11.1.2
With Sewer bricks conforming IS : 4885
each
9,934.70
Extra depth for circular type manhole 1.22m internal dia (at bottom)
beyond 1.68 m to 2.29 m :
19.12.1
With F.P.S. bricks class designation 75
metre
2954.75
19.12.2
With Sewer bricks conforming IS : 4885
metre
3772.05
SUBHEAD -19.0 DRAINAGE
318
Code
No
Description
19.13
Constructing brick masonry circular manhole 1.52 m internal dia at
bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4
coarse sand) inside cement plaster 12mm thick with cement mortar
1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat
cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 40mm nominal size) and making necessary
channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20mm nominal size) finished with a floating
coat of neat cement all complete as per standard design :
19.14
19.15
19.16
19.17
Unit
Rate
Rs.
19.13.1
2.30m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560mm internal diameter
conforming to I.S. 12592, total weight of cover and frame
to be not less than 182 kg. fixed in cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded stone aggregate
20mm nominal size) including centering shuttering all
complete. (Excavation, foot rests and 12 mm thick
cement plaster at the external surface shall be paid for
separately) :
19.13.1.1
With F.P.S. bricks class designation 75
each
18,281.60
19.13.1.2
With Sewer bricks conforming IS : 4885
each
21,089.40
Extra depth for circular type manhole 1.52 m internal dia (at bottom)
beyond 2.30 m :
19.14.1
With F.P.S. bricks class designation 75
metre
6956.05
19.14.2
With Sewer bricks conforming IS : 4885
metre
9069.40
Providing M.S. foot rests including fixing in manholes with 20x20x10
cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 20 mm nominal size) as per standard design
:
19.15.1
With 20x20 mm square bar
each
149.85
19.15.2
With 20 mm diameter round bar
each
125.15
each
182.40
Providing orange colour safety foot rest of minimum 6 mm thick
plastic encapsulated as per IS : 10910 on 12mm dia steel bar
conforming to IS : 1786 having minimum cross section as 23
mmx25mm and over all minimum length 263 mm and width as
165mm with minimum 112 mm space between protruded legs having
2 mm tread on top surface by ribbing or chequering besides
necessary and adequate anchoring projections on tail length on 138
mm as per standard drawing and suitable to with stand the bend test
and chemical resistance test as per specifications and having
manufacture's permanent identification mark to be visible even after
fixing, including fixing in manholes with 30x20x15 cm cement
concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) complete as per design.
Replacement of M.S. foot rests in manholes including dismantling
concrete blocks and fixing with 20x20x10 cm cement concrete blocks
SUBHEAD -19.0 DRAINAGE
319
Code
No
Description
Unit
Rate
Rs.
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size) :
19.18
19.17.1
With 20x20 mm square bar
each
167.95
19.17.2
With 20 mm diameter round bar
each
143.20
455x610 mm rectangular C.I. cover (light duty) the weight
of the cover to be not less than 23 kg.
each
1,007.45
500 mm diameter C.I. cover (medium duty) the weight of
the cover to be not less than 58 kg.
each
2,507.35
560 mm diameter C.I. cover (heavy duty) the weight of
the cover to be not less than 108 kg.
each
4,293.30
Supplying and fixing C.I. cover without frame for manholes :
19.18.1
19.18.2
19.18.3
19.19
19.20
19.21
19.22
Providing and fixing in position pre-cast R.C.C. manhole cover and
frame of required shape and approved quality
19.19.1
L D- 2.5
19.19.1.1
Rectangular shape 600x450mm internal dimensions
each
883.25
19.19.1.2
Square shape 450mm internal dimensions
each
748.50
19.19.1.3
Circular shape 450mm internal diameter
each
671.80
19.19.2
M D - 10
19.19.2.1
Square shape 450mm internal dimension
each
825.35
19.19.2.2
Circular shape 500mm internal diameter
each
792.75
19.19.3
H D - 20
19.19.3.1
Circular shape 560 mm internal diameter
each
1,110.30
19.19.4
EHD - 35
19.19.4.1
Circular shape 560 mm internal dia.
each
1,223.00
each
205.30
Supplying and fixing C.I. cover 300x300 mm without frame for gully
trap (standard pattern) the weight of cover to be not less than 4.5kg.
Making connection of drain or sewer line with existing manhole
including breaking into and making good the walls, floors with cement
concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) cement plastered on both sides with
cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating
coat of neat cement and making necessary channels for the drain etc.
complete :
19.21.1
For pipes 100 to 230 mm diameter
each
164.30
19.21.2
For pipes 250 to 300 mm diameter
each
205.40
19.21.3
For pipes 350 to 450 mm diameter
each
302.95
Providing sand cast iron drop connection externally for 60 cm drop
from branch sewer line to main sewer manhole including inspection
and cleaning eye with chain and lid, sand cast iron drop pipe and
SUBHEAD -19.0 DRAINAGE
320
Code
No
Description
Unit
Rate
Rs.
bend encased all-round with cement concrete 1:5:10 (1 cement : 5
fine sand : 10 graded stone aggregate 40 mm nominal size) with all
centering and shuttering required, cutting holes in walls and making
good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand)
plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on
inside of the manhole wall lead caulked joints between sand cast iron
pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand)
joints between sand cast iron tee and S.W. pipe, making required
channels complete as per standard design and specifications :
19.23
19.24
19.22.1
100 mm dia. sand cast iron drop connection
each
2,978.05
19.22.2
150 mm dia. sand cast iron drop connection
each
4,530.90
Extra for depths beyond 60 cm of sand cast iron drop connection
complete :
19.23.1
For 100 mm dia. sand cast iron drop connection
metre
1,004.65
19.23.2
For 150 mm dia. sand cast iron drop connection
metre
1,504.90
Dismantling of manhole including R.C.C. top slab, C.I. cover with
frame including stacking of useful materials near the site and disposal
of unserviceable materials into municipal dumps within 50 m lead :
19.24.1
Rectangular manhole 90x80 cm and 45 cm deep
each
388.75
19.24.2
Rectangular manhole 120x90 cm and 90 cm deep
each
680.85
19.24.3
Rectangular arch type manhole 140x90cm and 2.45m
deep
each
1,288.10
Circular manhole 122 cm diameter and 1.68 m deep
each
988.45
19.24.4
19.25
Extra for depth of manholes dismantled:
19.25.1
Rectangular manhole 90x80 cm and 45 cm deep
metre
309.75
19.25.2
Rectangular manhole 120x90 cm and 90 cm deep
metre
368.80
19.25.3
Rectangular arch type manhole 140x90 cm and 2.45m
deep (up to 4.25 m depth).
metre
298.15
Circular manhole 122 cm diameter and 1.68 m deep (up
to 2.29 m depth)
metre
522.65
Rectangular manhole 90x80 cm with rectangular cover
600x450 mm of grade LD - 2.5
each
824.25
Rectangular manhole 120x90 cm with circular cover 500
mm dia of grade MD - 10
each
1,287.45
Rectangular manhole 120x90 cm with circular cover 560
mm dia of grade HD - 20
each
1,198.10
Circular manhole 140 cm dia with circular cover 600 mm
dia of grade EHD - 35
each
115.25
19.25.4
19.26
Raising manhole cover and frame slab to required level including
dismantling existing slab and making good the damage as required
(Raising depth of manhole to be paid separately) :
19.26.1
19.26.2
19.26.3
19.26.4
SUBHEAD -19.0 DRAINAGE
321
Code
No
Description
19.27
Constructing brick masonry road gully chamber 50x45x60 cm with
bricks of class designation 75 in cement mortar 1:4 (1 cement : 4
coarse sand) including 500x450 mm pre-cast R.C.C. horizontal
grating with frame complete as per standard design :
19.27.1
19.28
19.31
each
2,248.35
With F.P.S. Bricks
each
2,358.00
each
4,272.30
each
3,146.40
each
3,590.95
each
4,068.50
metre
1,845.65
metre
2,013.70
Constructing brick masonry road gully chamber 110x50x77.5 cm with
bricks of class designation 75 in cement mortar 1:4 (1 cement : 4
coarse sand) including 500x450 mm pre-cast R.C.C. horizontal
grating with frame and vertical grating complete as per standard
design :
19.29.1
19.30
Rate
Rs.
Constructing brick masonry road gully chamber 45x45x77.5 cm with
bricks of class designation 75 in cement mortar 1:4 (1 cement : 4
coarse sand ) with pre-cast R.C.C. vertical grating complete as per
standard design :
19.28.1
19.29
With F.P.S. bricks
Unit
With F.P.S. bricks
Constructing brick masonry chamber for underground C.I. inspection
chamber and bends with 75 class designation bricks in cement
mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light
duty) 455x610 mm internal dimensions, total weight of cover with
frame to be not less than 38 kg (weight of cover 23 kg and weight of
frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand
: 4 graded stone aggregate 20 mm nominal size) foundation concrete
1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm
nominal size), inside plastering 12 mm thick with cement mortar 1:3
(1 cement : 3 coarse sand) finished smooth with a floating coat of
neat cement on walls and bed concrete etc. complete as per standard
design :
19.30.1
Inside dimensions 455x610 mm and 45 cm deep for
single pipe line :
19.30.1.1
With F.P.S. bricks
19.30.2
Inside dimensions 500x700 mm and 45 cm deep for pipe
line with one or two inlets :
19.30.2.1
With F.P.S. bricks
19.30.3
Inside dimensions 600x 850 mm and 45 cm deep for pipe
line with three or more inlets :
19.30.3.1
With F.P.S. bricks
Extra for depth beyond 45 cm of brick masonry chamber :
19.31.1
For 455x610 mm size
19.31.1.1
With F.P.S. bricks
19.31.2
For 500x700 mm size
19.31.2.1
With F.P.S. bricks
SUBHEAD -19.0 DRAINAGE
322
Code
No
19.32
Description
19.31.3
For 600x850 mm size
19.31.3.1
With F.P.S. bricks
19.34
Rate
Rs.
metre
2,345.30
each
9,938.60
each
1,074.90
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry
brick honey comb shaft with bricks of class designation 75 and S.W.
drain pipe 100 mm diameter, 1.8 m long complete as per standard
design.
19.32.1
19.33
Unit
With F.P.S. bricks
Constructing soak pit 1.20x1.20x1.20m filled with brickbats including
S.W. drain pipe 100 mm diameter and 1.20 m long complete as per
standard design.
Providing and fixing S.W. intercepting trap in manholes with stiff
mixture of cement mortar 1:1 (1 cement : 1 fine sand) including
testing of joints etc. complete :
19.34.1
100 mm dia
each
198.35
19.34.2
150 mm dia
each
281.55
SUBHEAD -19.0 DRAINAGE
323
SUB HEAD : 20.0
PILE WORK
325
BASIC RATES (SH: 20.0 PILE WORK)
Code
No
Description
0017
Hire and running charges of tipper
Day
1,030.00
0018
Hire and running charges of loader.
Day
800.00
0024
Hire and running charges of hydraulic piling rig with power unit etc.
including complete accessories and shifting at site.
per day
28,000.00
0025
Hire and running charges of light crane.
per day
2,000.00
0026
Hire and running charges of bentonite pump.
per day
4,000.00
0027
Hire and running charges of vibrating pile driving hammer complete
with power unit and accessories .
per day
28,000.00
0028
Hire and running charges of crane 20 tonne capacity.
per day
8,000.00
0114
Beldar
Day
135.25
0130
Mistry
Day
151.50
7181
C.I. pile shoe
kilogram
40.00
7182
M.S. clamps for pile shoe
kilogram
35.00
7183
Bentonite
tonne
7246
Vertical load testing (INITIAL) of piles in accordance with IS : 2911
(Part-IV) including installation of loading platform and preparation of
pile head or construction of test cap and dismantling of test cap after
test etc. complete as per specification and up to 50MT capacity pile.
per test
19,500.00
Vertical load testing (INITIAL) of piles in accordance with IS : 2911
(Part-IV) including installation of loading platform and preparation of
pile head or construction of test cap and dismantling of test cap after
test etc. complete as per specification & above 50MT and up to
100MT.
per test
27,500.00
Vertical load testing (INITIAL) of piles in accordance with IS : 2911
(Part-IV) including installation of loading platform and preparation of
pile head or construction of test cap and dismantling of test cap after
test etc. complete as per specification & group of two or more up to
50MT.
per test
37,500.00
Cyclic vertical load testing of piles in accordance with IS : 2911 (PartIV) including preparation of pile head etc. for Single pile up to 50
tonne capacity
per test
11,500.00
Cyclic vertical load testing of piles in accordance with IS : 2911 (PartIV) including preparation of pile head etc. for Single pile above 50
tonne capacity pile and up to 100 tonne capacity pile
per test
18,000.00
Cyclic vertical load testing of piles in accordance with IS : 2911 (PartIV) including preparation of pile head etc. for Group of two piles upto
50 tonne capacity each
per test
23,000.00
Lateral load testing of single pile in accordance with IS : 2911 part -IV
for determining safe allowable lateral load on pile. Up to 50 tonne
capacity
per test
11,500.00
7247
7248
7249
7250
7251
7252
SUB HEAD –20.0 PILE WORK
Unit
327
Rate
Rs.
2,700.00
Code
No
Description
7253
9999
Unit
Rate
Rs.
Lateral load testing of single pile in accordance with IS : 2911 part -IV
for determining safe allowable lateral load on pile. Above 50 tonne
capacity
per test
18,000.00
Sundries
L.S.
SUB HEAD –20.0 PILE WORK
328
1.00
20.0 PILE WORK
Code
No
Description
20.1
Providing, driving and installing driven cast-in-situ reinforced cement
concrete piles of specified diameter and length below the pile cap M
35 in cement concrete, to carry safe working load not less than
specified, excluding the cost of steel reinforcement but including the
cost of shoe and the length of pile to be embedded in the pile cap
etc. all complete. (Length of pile for payment shall be measured from
top of shoe to the bottom of pile cap) :
20.2
20.3
Unit
Rate
Rs.
20.1.1
400 mm dia piles
metre
1,428.85
20.1.2
450 mm dia piles
metre
1,758.75
20.1.3
500 mm dia piles
metre
2,120.00
20.1.4
550 mm dia piles
metre
2,285.95
20.1.5
750 mm dia piles.
metre
3,826.05
20.1.6
1000 mm dia piles.
metre
6,242.15
20.1.7
1200 mm dia piles.
metre
7,981.90
20.1.8
1500 mm dia piles.
metre
11,114.75
Boring, providing and installing bored cast-in-situ reinforced cement
concrete pile of specified diameter and length below the pile cap M
35 in cement concrete, to carry a safe working load not less than
specified, excluding the cost of steel reinforcement but including the
cost of boring with, 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, including
removal of excavated earth with all lifts and leads (Length of pile for
payment shall be measured upto bottom of pile cap).
20.2.1
300 mm dia piles
metre
1,070.50
20.2.2
400 mm dia piles
metre
1,302.00
20.2.3
450 mm dia piles
metre
1,705.95
20.2.4
500 mm dia. piles
metre
2,005.70
20.2.5
600 mm dia piles
metre
2640.90
20.2.6
750 mm dia piles.
metre
3,786.75
20.2.7
1000 mm dia piles.
metre
6,220.05
20.2.8
1200 mm dia piles.
metre
7,993.10
20.2.9
1500 mm dia piles.
metre
11,276.10
Boring, Providing and installing cast in situ single under reamed piles
of specified diameter and length below pile cap in M 35 cement
concrete, to carry a safe working load not less than specified,
excluding the cost of steel reinforcement but including the cost of
boring with bentonite solution and the length of the pile to be
embedded in pile cap etc. all complete. (Length of pile for payment
SUBHEAD -20.0 PILE WORK
329
Code
No
Description
Unit
Rate
Rs.
shall be measured upto to the bottom of pile cap) :
20.4
20.5
20.6
20.3.1
300 mm dia piles.
metre
1,623.00
20.3.2
400 mm dia piles
metre
1,933.55
20.3.3
450 mm dia piles
metre
2,118.25
20.3.4
550 mm dia piles
metre
2,332.70
Extra over item No. 23.3 for providing additional bulb in under
reamed piles, under specified dia meter (Only the quantity of extra
bulbs are to be paid).
20.4.1
300mm dia piles.
each
1030.25
20.4.2
400mm dia piles.
each
1167.05
20.4.3
450 mm dia piles.
each
1249.70
20.4.4
550 mm dia piles.
each
1391.60
Providing, driving and installing driven Pre-cast reinforced cement
concrete piles of specified diameter and length below the pile cap in
M 35 cement concrete to carry safe working load not less than
specified. With a central through preformed hole with M.S. black pipe
of dia, 40mm for grouting with cement sand grouting of mix 1:2 (1
cement : 2 coarse sand) under sufficient positive pressure to ensure
complete filling including centring, shuttering, driving and removing
the steel casing pipe and lifting casing etc. complete but excluding
the cost of steel reinforcement. (Length of pile for payment shall be
measured from top of the shoe to the bottom of pile cap).
20.5.1
400 mm dia piles.
metre
1691.50
20.5.2
450 mm dia piles.
metre
1956.70
20.5.3
500 mm dia piles.
metre
2104.70
20.5.4
550 mm dia piles.
metre
2345.55
20.5.5
750 mm dia piles.
metre
4135.30
20.5.6
1000 mm dia piles.
metre
5,542.60
Vertical load testing of piles in accordance with IS 2911 (Part IV)
including installation of loading platform and preparation of pile head
or construction of test cap and dismantling of test cap after test etc.
complete as per specification & the direction of Engineer in-charge.
20.6.1
Single pile upto 50 tonne capacity
20.6.1.1
Initial test.
per test
22,649.20
20.6.1.2
Routine test
per test
13,357.20
20.6.2
Single pile above 50 tonne and upto 100 tonne capacity
20.6.2.1
Initial test
per test
31,941.20
20.6.2.2
Routine test.
per test
20,907.00
20.6.3
Group of two or more piles upto 50 tonne capacity
SUBHEAD -20.0 PILE WORK
330
Code
No
20.7
20.8
Description
Unit
Rate
Rs.
20.6.3.1
Initial test
per test
43,556.20
20.6.3.2
Routine test
per test
26,714.50
Cyclic vertical load testing of pile in accordance with IS Code of
practice IS: 2911 (part IV) including preparation of pile head etc for.
20.7.1
Single pile.
20.7.1.1
Upto 50 tonne capacity pile.
per test
13,357.20
20.7.1.2
Above 50 tonne and upto 100 tonne capacity pile.
per test
20,907.00
20.7.2
Group of two piles.
20.7.2.1
Upto 50 tonne capacity each.
per test
26,714.50
Lateral load testing of single pile in accordance with IS Code of
practice IS : 2911 (Part IV) for determining safe allowable lateral load
on pile :
20.8.1
Upto 50 tonne capacity pile.
per test
13,357.20
20.8.2
Above 50 tonne and upto 100 tonne capacity pile.
per test
20,907.00
SUBHEAD -20.0 PILE WORK
331
SUB HEAD : 21.0
ALUMINIUM WORK
333
BASIC RATES (SH: 21.0 ALUMINIUM WORK)
Code
No
Description
Unit
Rate
Rs.
0100
Bandhani
Day
138.45
0111
Carpenter 1st class
Day
151.50
0112
Carpenter 2nd class
Day
141.60
0114
Beldar
Day
135.25
0116
Fitter (grade 1)
Day
151.50
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0139
Skilled Beldar (for floor rubbing etc.)
Day
138.45
0589
Chromium plated Brass screws 20 mm
100 Nos
63.00
0689
Anodised Aluminium butt hinges 100x75x4 mm
100 Nos
416.00
0992
Galvanised steel plain sheets
quintal
2406
Float glass sheet of nominal thickness 4 mm (weight not less than
10kg/sqm).
sqm
248.00
2407
Float glass sheet of nominal thickness 5.5 mm.(weight not less than
13.50 kg/sqm).
sqm
340.00
2704
Aluminium Strip 40 mm wide and 2 mm thick
kilogram
195.00
7001
Brass 100mm mortice latch and lock with6 levers without pair of
handles
each
150.00
7019
Dash fastener / Chemical fastener
each
8.00
7048
Rawl plug 50 mm (designation 10 no.)
each
7.00
7306
Aluminium T or L sections
kilogram
7313
Expandable fastener with plastic sleeve and M.S. screws. 32 mm
long
each
7347
Cadmium plated full threaded steel screws (30x4 mm dia.)
100 Nos
23.00
7348
Aluminium washer 2 mm thick 15 mm dia
100 Nos
7.00
7388
Dash hold fastener 12.5 mm dia, 40 mm long with 6 mm dia bolt
each
30.00
7389
Anodising 15 microns on aluminium sections
kilogram
32.00
7390
Neoprene/EPDM rubber gasket
metre
22.00
7391
Anodising 25 microns on aluminium sections
kilogram
40.00
7392
Epoxy powder coating 50 microns on aluminium sections.
kilogram
45.00
7393
Polyester powder coating 50 microns on aluminium sections
kilogram
50.00
7394
Double action hydraulic floor spring with stainless steel cover plate
each
1,400.00
7395
6 mm dia. G.I. adjustable hangers including clips (up to 1.2 m length)
each
25.00
7396
Double action hydraulic floor spring with brass cover plate
each
1,550.00
SUB HEAD –21.0 ALUMIINIUM WORK
335
3,450.00
195.00
7.00
Code
No
Description
Unit
Rate
Rs.
7477
Prelaminated particle board with one side decorative and other side
balancing lamination, flat pressed 3 layer & graded (medium density)
Grade I, Type II conforming to IS : 12823 (exterior grade)12 mm thick
sqm
595.00
7480
Prelaminated particle board with both sides decorative lamination, flat
pressed 3 layer & graded (medium density) Grade I, Type II
conforming to IS : 12823 (exterior grade)12 mm thick
sqm
625.00
8646
Silicon sealant.
cartridge
281.00
8647
Stainless steal screws 30mm x4mm.
100 Nos
25.00
8648
Hermetically sealed double glazed unit made with 6mm thick clear
float glass both side having 12 mm air gap.
sqm
8649
Stainless steel (SS 304 grade) adjustable friction window stay. 205 x
19mm
each
145.60
8650
Stainless steel (SS 304 grade) adjustable friction window stay 255 x
19mm
each
161.20
8651
Stainless steel (SS 304 grade) adjustable friction window stay. 355 x
19mm
each
208.00
8652
Stainless steel (SS 304 grade) adjustable friction window stay. 510 x
19mm
each
390.00
8653
Stainless steel (SS 304 grade) adjustable friction window stay. 710 x
19mm
each
715.00
8654
Masking tape.
metre
1.40
8660
Aluminium casement window fastener (Anodised AC 15 )
each
30.00
8661
Aluminium casement window fastener (powder coated).
each
33.00
8662
Aluminium casement window fastener (polyester powder coated).
each
35.00
8663
Aluminium round shape handle (anodised AC 15)
each
37.00
8664
Aluminium round shape handle (powder coated)
each
41.00
8665
Aluminium round shape handle (polyester powder coated).
each
43.00
8666
Stainless steel screws 25mm x4mm
100 Nos
21.00
9999
Sundries
L.S.
SUB HEAD –21.0 ALUMIINIUM WORK
336
1,980.00
1.00
21.0 ALUMINIUM WORK
Code
No
Description
21.1
Providing and fixing aluminium work for doors, windows, ventilators
and partitions with extruded built up standard tubular sections/
appropriate Z sections and other sections of approved make
conforming to IS: 733 and IS : 1285, 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 EPDM rubber/neoprene gasket etc. Aluminium sections shall
be smooth, rust free, straight, mitred and jointed mechanically
wherever required including cleat angle, Aluminium snap beading for
glazing / paneling, C.P. brass / stainless steel screws, all complete as
per architectural drawings and the directions of Engineer-in-charge.
(Glazing and paneling to be paid for separately) :
Rate
Rs.
21.1.1
For fixed portion
21.1.1.1
Anodised aluminium (anodised transparent or dyed to
required shade according to IS: 1868, Minimum anodic
coating of grade AC 15)
kg
290.45
Powder coated aluminium (minimum thickness of powder
coating 50 micron)
kg
306.30
Polyester powder coated aluminium (minimum thickness of
polyester powder coating 50 micron)
kg
312.40
21.1.1.2
21.1.1.3
21.1.2
For shutters of doors, windows & ventilators including
providing and fixing hinges/ pivots and making provision for
fixing of fittings wherever required including the cost of
EPDM rubber / neoprene gasket required (Fittings shall be
paid for separately).
21.1.2.1
Anodised aluminium (anodised transparent or dyed to
required shade according to IS: 1868, Minimum anodic
coating of grade AC 15)
kg
310.45
Powder coated aluminium (minimum thickness of powder
coating 50 micron)
kg
326.60
Polyester powder coated aluminium (minimum thickness of
polyester powder coating 50 micron)
kg
332.85
Pre-laminated particle board with decorative lamination on
one side and balancing lamination on other side.
sqm
776.05
Pre-laminated particle board with decorative lamination on
both sides.
sqm
812.60
21.1.2.2
21.1.2.3
21.2
Unit
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.
21.2.1
21.2.2
SUBHEAD -21.0 ALUMINIUM WORK
337
Code
No
Description
21.3
Providing and fixing glazing in aluminium door, window, ventilator
shutters and partitions etc. with EPDM rubber / 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):
21.4
21.5
21.6
21.7
Rate
Rs.
21.3.1
With float glass panes of 4.0 mm thickness
sqm
554.95
21.3.2
With float glass panes of 5.50 mm thickness
sqm
673.55
21.3.3
With float glass panes of 8 mm thickness
sqm
556.00
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 etc.
complete as per the direction of Engineer-in-charge.
21.4.1
With stainless steel cover plate
each
1,732.65
21.4.2
With brass cover plate
each
1,907.70
Providing and fixing powder coated aluminium work (minimum
thickness of powder coating 50 micron) consisting of tee/ angle
sections, of approved make conforming to IS : 733 in frames of false
ceiling including aluminium angle cleats with necessary C.P. brass/
stainless steel sunk screws, aluminium perimeter angles fixed to wall
with rawl plugs @ 450 mm centre to centre and fixing the frame work
to G.I. level adjusting hangers 6 mm dia. with necessary cadmium
plated machine screws all complete as per approved architectural
drawings and direction of the Engineer-in-charge (level adjusting
hangers, ceiling cleats and expansion hold fasteners to be paid for
separately).
kg
364.45
Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto
1200mm length) fixed to roof slabs by means of ceiling cleats made
out of G.I. flat 40x3mm size 60mm long and expansion hold fasteners
12.5 mm dia. 40mm long complete as per direction of Engineer -incharge.
each
71.10
Anodised aluminium sheet 2.5mm thick (anodised
transparent or dyed to required shade according to IS:
1868, Minimum anodic coating of grade AC 15)
kg
335.85
Powder coated aluminium sheet 2.5mm thick (minimum
thickness of powder coating 50 micron)
kg
351.70
Providing and fixing machine moulded aluminium covering of
approved pattern & design, made out of machine cut aluminium sheet
and machine holed for receiving screws, over expansion joints on
vertical surfaces/ceilings with full threaded, cadmium plated steel
screws 4mm dia. stem, 30mm long and aluminium washers 2mm
thick, 15mm dia. at a staggered pitch of 200mm centre to centre
including drilling holes in the receiving surface and providing
expandable plastic sleeves in holes etc. complete.
21.7.1
21.7.2
21.8
Unit
Filling the gap in between aluminium frame & adjacent RCC/ Brick/
Stone work by providing weather silicon sealant over backer rod of
SUBHEAD -21.0 ALUMINIUM WORK
338
Code
No
Description
Unit
Rate
Rs.
metre
58.85
approved quality as per architectural drawings and direction of
Engineer-in-charge complete.
21.8.1
21.9
21.10
21.11
21.12
Extra for applying additional anodic coating AC 25 instead of AC 15
to aluminium extruded sections.
21.9.1
For fixed portion
kg
9.30
21.9.2
For shutters of doors, windows & ventilators.
kg
9.30
Providing and fixing double glazed hermetically sealed glazing in
aluminium windows, ventilators and partition etc. with 6 mm thick
clear float glass both side having 12 mm air gap including providing
EPDM gasket, perforated aluminium spacers, desiccants, sealant
(Both primary and secondary sealant) etc. as per specifications,
drawings and direction of Engineer-in-charge complete.
21.14
21.15
sqm
2,808.90
Providing and fixing stainless steel (SS 304 grade) adjustable friction
windows stays of approved quality with necessary stainless steel
screws etc. to the side hung windows as per direction of Engineer-incharge complete.
21.11.1
205 X 19 mm
each
175.10
21.11.2
255 X 19 mm
each
193.20
21.11.3
355 X 19 mm
each
247.55
21.11.4
510 X 19 mm
each
458.95
21.11.5
710 X 19 mm
each
836.45
Providing and fixing aluminium tubular handle bar 32 mm outer dia,
3.0 mm thick & 2100 mm long with SS screws etc .complete as per
direction of Engineer-in-Charge.
21.12.1
Anodized (AC 15 ) aluminium tubular handle bar
each
433.75
21.12.2
Powder coated minimum thickness 50 micron aluminium
tubular handle bar.
each
458.45
Polyester powder coated minimum thickness 50 micron
aluminium tubular handle bar
each
467.95
Providing and fixing 100mm brass locks (best make of approved
quality) for aluminium doors including necessary cutting and making
good etc. complete.
each
208.35
Providing and fixing anodised aluminium (anodised transparent or
dyed to required shade according to IS: 1868. Minimum anodic
coating of grade AC 15) sub frame work for windows and ventilators a
with extruded built up standard tubular sections of approved make
conforming to IS: 733 and IS : 1285 fixed with rawl plugs and
stainless steel screws etc.
kg
303.90
21.12.3
21.13
Upto 5mm depth and 5 mm width
Providing and fixing aluminium casement windows fastener of
required length for aluminium windows with necessary screws etc.
complete.
SUBHEAD -21.0 ALUMINIUM WORK
339
Code
No
21.16
Description
Unit
Rate
Rs.
21.15.1
Anodized (AC 15) aluminium
each
37.20
21.15.2
Powder coated minimum thickness 50 micron aluminium.
each
40.70
21.15.3
Polyester powder coated minimum thickness 50 micron
aluminium.
each
43.00
Providing and fixing aluminium round shape handle of outer dia
100mm with SS screws etc. complete as per direction of Engineer-incharge
21.16.1
Anodized (AC 15 ) aluminium
each
45.30
21.16.2
Powder coated minimum thickness 50 micron aluminium
each
49.95
21.16.3
Polyester powder coated minimum thickness 50 micron
aluminium.
each
52.30
SUBHEAD -21.0 ALUMINIUM WORK
340
SUB HEAD : 22.0
WATER PROOFING
341
BASIC RATES (22.0 WATER PROOFING)
Code
No
Description
Unit
Rate
Rs.
0002
Hire charges of Concrete Mixer 0.14 cubic metre
Day
400.00
0012
Vibrator(Needle type 40mm)
Day
200.00
0101
Bhisti
Day
138.45
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0123
Mason (brick layer) 1st class
Day
151.50
0124
Mason (brick layer) 2nd class
Day
141.60
0125
Mason (for plain stone work) 2nd class)
Day
141.60
0128
Mate
Day
138.45
0130
Mistry
Day
151.50
0131
Painter
Day
141.60
0155
Mason (average)
Day
146.55
0159
Skilled torch operator for laying tack
Day
151.50
0285
Brick Aggregate (Single size) : 63 mm nominal size
cum
350.00
0295
Stone Aggregate (Single size) : 20 mm nominal size
cum
700.00
0296
Stone Aggregate (Single size) : 12.5 mm nominal size
cum
700.00
0297
Stone Aggregate (Single size) : 10 mm nominal size
cum
700.00
0313
Blown type petroleum bitumen of penetration 85/25 of approved
quality
tonne
0316
Bitumen solution primer of approved quality
litre
28.00
0318
Bitumen felt fibre base (vegetable or animal):Type 2 grade 1
sqm
45.00
0322
Bitumen felt :Type 3 grade 1
sqm
45.00
0367
Portland Cement
tonne
0370
Coal (steam)
quintal
300.00
0982
Coarse sand (zone III)
cum
600.00
1169
Kota stone slab 25mm thick (rough chiseled)
Sq.m.
150.00
1177
Stone grit 6 mm and down size or pea sized gravel
cum
717.00
1213
Water proofing materials
kilogram
20.00
1241
Commercial LPG in cylinder.
kg
35.00
2200
Carriage of steam coal
tonne
60.81
2202
Carriage of Stone aggregate below 40 mm nominal size
cum
53.21
2203
Carriage of Coarse sand
cum
53.21
2209
Carriage of Cement
tonne
47.29
SUB HEAD –23.0 WATER PROOFING
343
25,000.00
4,500.00
Code
No
Description
Unit
Rate
Rs.
2211
Carriage of Tar bitumen
tonne
53.21
2216
Carriage of Stone blocks white & red sand stone & kota stone slab
tonne
47.29
2260
Carriage of Brick aggregate
cum
57.83
3002
Polyvinyl chloride sheet 400 micron thick
sqm
26.00
7233
Fibre glass tissue reinforcement Type II Grade I
sqm
55.00
7427
Water stops Serrated with central bulb (225 mm wide, 8-11 mm thick)
metre
330.00
7428
Water stops Dumb bell with central bulb
metre
306.00
7429
Kickers
metre
325.00
8200
A.P.P. modified polymeric felt (two layers) 1.5 mm thick
sqm
50.00
8201
A.P.P. modified polymeric felt (two layers) 2 mm thick
sqm
85.00
8203
A.P.P. modified 2 mm thick membrane reinforced with glass fibre
matt
sqm
147.00
8204
A.P.P. modified 3 mm thick membrane reinforced with glass fibre
matt
sqm
185.00
8205
A.P.P. modified 3 mm thick membrane reinforced with polyester matt
sqm
221.00
8206
Bitumen primer for bitumen membrane
litre
54.00
8207
Geotextile 120 gsm membrane
sqm
25.00
8501
Polymer modified cementation coating
kilogram
8502
Fibre glass cloth
sqm
33.00
9999
Sundries
L.S.
1.00
SUB HEAD –23.0 WATER PROOFING
344
114.00
22.0 WATER PROOFING
Code
No
Description
22.1
Providing and laying integral cement based treatment for water
proofing on horizontal surface at all depth below ground level for
under ground structures as directed by Engineer-in-Charge and
consisting of : i) Ist layer of 22mm to 25mm thick approved and
specified rough stone slab over a 25mm thick base of cement mortar
1:3 (1 cement : 3 coarse sand) mixed with water proofing compound
conforming to IS:2645 in the recommended proportion over the
leveling course (leveling course to be paid separately). Joints sealed
and grouted with cement slurry mixed with water proofing compound.
ii) 2nd layer of 25mm thick cement mortar 1:3 (1 cement: 3 coarse
sand) mixed with water proofing compound in recommended
proportions. iii) Finishing top with stone aggregate of 10mm to 12mm
nominal size spreading @ 8 cudm/sqm thoroughly embedded in the
2nd layer.
22.1.1
22.2
Rate
Rs.
sqm
545.10
sqm
647.85
sqm
272.50
Providing and laying integral cement based treatment for water
proofing on the vertical surface by fixing specified stone slab 22 mm
to 25mm thick with cement slurry mixed with water proofing
compound conforming to IS:2645 in recommended proportions with a
gap of 20mm (minimum) between stone slabs and the receiving
surfaces and filling the gaps with neat cement slurry mixed with water
proofing compound and finishing the exterior of stone slab with
cement mortar 1:3 (1 cement : 3 coarse sand) 20mm thick with neat
cement punning mixed with water proofing compound in
recommended proportion complete at all levels and as directed by
Engineer-in-charge :
22.2.1
22.3
Using rough kota stone.
Unit
Using rough Kota stone
Providing and laying water proofing treatment to vertical and
horizontal surfaces of depressed portions of W.C., kitchen and the
like consisting of :
i)
Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with
water proofing compound conforming to IS 2645 in
recommended proportions including rounding off junction of
vertical and horizontal surface.
ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse
sand) mixed with water proofing compound in recommended
proportion including rounding off junction of vertical and
horizontal surface.
iii) IIIrd course of applying blown or residual bitumen applied hot at
1.7 Kg. per sqm of area.
iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of
PVC sheet should be 100 mm wide and pasted to each other
with bitumen @ 1.7 Kg/sqm.)
SUBHEAD -22.0 WATER PROOFING
345
Code
No
Description
22.4
Providing and Placing in position suitable PVC water stops
conforming to IS:12200 for construction/ expansion joints between
two RCC members and fixed to the reinforcement with binding wire
before pouring concrete etc. complete :
22.5
22.6
22.7
Unit
Rate
Rs.
22.4.1
Serrated with central bulb (225mm wide, 8-11mm thick).
metre
386.75
22.4.2
Dumb bell with central bulb (180mm wide, 8mm thick).
metre
358.85
22.4.3
Kickers (320mm wide, 5mm thick).
metre
380.95
Providing and laying water proofing treatment in sunken portion of
WCs, bathroom etc., by applying cement slurry mixed with water
proofing cement compound consisting of applying : a) First layer of
slurry of cement @ 0.488 kg/sqm mixed with water proofing cement
compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4
hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed
with water proofing cement compound @ 0.126 kg/sqm. This layer
will be allowed to air cure for 4 hours followed with water curing for 48
hours. The rate includes preparation of surface, treatment and
sealing of all joints, corners, junctions of pipes and masonry with
polymer mixed slurry.
sqm
143.85
Providing and laying water proofing treatment on roofs of slabs by
applying cement slurry mixed with water proofing cement compound
consisting of applying: a) after surface preparation, first layer of slurry
of cement @ 0.488 kg/sqm mixed with water proofing cement
compound @ 0.253 kg/sqm. b) laying second layer of Fibre glass
cloth when the first layer is still green. Overlaps of joints of fibre cloth
should not be less than 10 cm. c) third layer of 1.5 mm thickness
consisting of slurry of cement @ 1.289 kg/sqm mixed with water
proofing cement compound @ 0.670 kg/sqm and coarse sand @
1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by
water curing for 48 hours. The entire treatment will be taken upto
30cm on parapet wall and tucked into groove in parapet all around. d)
fourth and final layer of brick tiling with cement mortar (which will be
paid for separately For the purpose of measurement the entire
treated surface will be measured.
sqm
237.50
Providing and laying integral cement based water proofing treatment
including preparation of surface as required for treatment of roofs,
balconies, terraces etc consisting of following operations: a) Applying
a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed
with water proofing compound conforming to IS. 2645 and approved
by Engineer-in-charge over the RCC slab including adjoining walls
upto 300mm height including cleaning the surface before treatment.
b) Laying brick bats with mortar using broken bricks/brick bats 25 mm
to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse
sand) admixed with water proofing compound conforming to IS : 2645
and approved by Engineer-in-charge over 20 mm thick layer of
cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with
water proofing compound conforming to IS : 2645 and approved by
Engineer-in-charge to required slope and treating similarly the
SUBHEAD -22.0 WATER PROOFING
346
Code
No
Description
Unit
Rate
Rs.
sqm
541.05
Bitumen felt (hessian base) type 3 grade I conforming to IS
: 1322.
sqm
184.80
Providing and laying six courses water proofing treatment with
bitumen felt over roofs consisting of first, third and fifth course of
blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @
1.45, 1.20 and 1.45 Kg per square metre of area respectively, second
and fourth courses of roofing felt type 3 grade I conforming to IS :
1322 (Hessian based self finished bitumen felt) conforming to IS :
1322 and sixth and final course of stone grit 6 mm and down size or
pea sized gravel spread at 6 cubic dm per sqm including preparation
of surface but excluding grading, complete.
sqm
292.75
Providing and laying six courses water proofing treatment with
bitumen felt over roofs consisting of first, third and fifth courses of
blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg
per square metre of area respectively, second and fourth courses of
roofing felt type 2 grade I (fibre base self finished bitumen felt) six and
final courses of stone grit 6mm and down size or pea sized gravel
spread at 6cu.dm per sqm including preparation of surface, excluding
grading, compete.
sqm
315.55
sqm
315.65
adjoining walls upto 300 mm height including rounding of junctions of
walls and slabs c) After two days of proper curing applying a second
coat of cement slurry using 2.75kg/ sqm of cement admixed with
water proofing compound conforming to IS : 2645 and approved by
Engineer-in-charge. d) Finishing the surface with 20 mm thick
jointless cement mortar of mix 1:4 (1 cement :4 coarse sand)
admixed with water proofing compound conforming to IS : 2645 and
approved by Engineer-in-charge including laying glass fibre cloth of
approved quality in top layer of plaster and finally finishing the surface
with trowel with neat cement slurry and making pattern of 300x300
mm square 3mm deep. e) The whole terrace so finished shall be
flooded with water for a minimum period of two weeks for curing and
for final test. All above operations to be done in order and as directed
and specified by the Engineer-in-Charge :
22.7.1
22.8
Providing and laying four courses water proofing treatment with
bitumen felt over roofs consisting of first and third courses of blown
bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg
per square metre of area for each course, second course of roofing
felt type 3 grade-I (hessian based self finished bitumen felt) and
fourth and final course of stone grit 6mm and down size or pea-sized
gravel spread at 6 cubic diameter per square metre including
preparation of surface but excluding grading complete with :
22.8.1
22.9
22.10
22.11
With average thickness of 120mm and minimum thickness
at khurra as 65 mm.
Providing and laying six courses water proofing treatment with
bitumen felt over roofs consisting of first, third and fifth courses of
blow or/ and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg
per square metre of area respectively, second and fourth courses of
SUBHEAD -22.0 WATER PROOFING
347
Code
No
Description
Unit
Rate
Rs.
sqm
15.00
roofing felt type 2 grade II (glass fibre base self finished bitumen felt)
and sixth and final course of stone grit 6mm and down size or pea
sized gravel spread at 6 cubic dm per sqm including preparation of
surface but excluding grading, complete.
22.12
22.13
22.14
Supplying and applying bituminous solution primer on roof and or wall
surface at 0.24 litre per sqm.
Deduct for omitting in water proofing treatment final course of
spreading stone grit 6mm down size or pea sized gravel :
22.13.1
At 6 cudm per sqm.
sqm
8.65
22.13.2
at 8 cudm per sqm.
sqm
11.05
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size)
cum
3,314.95
22.14.2
Cement mortar 1:3 (1 cement : 3 coarse sand)
cum
5,045.35
22.14.3
Cement mortar 1:4 (1cement : 4 coarse sand)
cum
4,357.65
Providing and laying in situ seven course water proofing treatment
with APP (Atactic poly-propylene) modified Polymeric memberane
over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm,
2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which
shall consist of blown type bitumen of grade 85/25 conforming to IS :
702, 3rd and 5th layers of roofing membrane APP modified Polymeric
membrane 1.5mm thick of 2.25 Kg/sqm weight consisting of five
layers prefabricated with centre core as 20micron HMHDPE film
sandwiched on both sides with polymeric mix and the polymeric mix
is protected on both side with 20micron HMHDPE film. 7th, the top
most layer shall be finished with brick tiles of class designation 100
grouted with cement mortar 1:3 (1cement:3 fine sand) mixed with 2%
integral water proofing compound by weight of cement over a 12mm
layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat
which shall be paid for separately as per DSR item no.12.19.
sqm
283.25
Providing and laying in situ five course water proofing treatment with
APP (Atactic Polypropylene) modified Polymeric memberane over
roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd
& 4th courses of bonding material @ 1.20 Kg/sqm, which shall
consist of blown type bitumen of grade 85/25 conforming to IS : 702,
3rd layer of roofing membrane APP modified Polymeric membrane
2.0mm thick of 3.00 Kg/sqm weight consisting of five layers
prefabricated with centre core as 100micron HMHDPE film
sandwiched on both sides with polymeric mix and the polymeric mix
is protected on both side with 20micron HMHDPE film. 5th, the top
most layer shall be finished with brick tiles of class designation 100
grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with
2% integral water proofing compound by weight of cement over a
12mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and
finished neat which shall be paid for separately as per DSR item
no.12.19.
sqm
221.15
Grading roof for water proofing treatment with
22.14.1
22.15
22.16
SUBHEAD -22.0 WATER PROOFING
348
Code
No
Description
Unit
Rate
Rs.
22.17
Providing and laying in situ seven course water proofing treatment
with APP (Atactic Polypropylene) modified Polymeric memberane
over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm,
2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which
shall consist of blown type bitumen of grade 85/25 conforming to IS :
702, 3rd and 5th layers of roofing membrane APP modified Polymeric
membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five
layers prefabricated with centre core as 100micron HMHDPE film
sandwiched on both sides with polymeric mix and the polymeric mix
is protected on both side with 20micron HMHDPE film. 7th, the top
most layer shall be finished with brick tiles of class designation 100
grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with
2% integral water proofing compound by weight of cement over a 12
mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand) and finished
neat which shall be paid for separately as per DSR item no.12.19.
sqm
372.70
sqm
256.25
sqm
304.80
22.18
Providing and fixing APP (Atactic Polypropylene Polymer) modified
prefabricated five layer 2mm thick water proofing membrance, black
finished reinforced with glass fibre matt consisting of a coat of
bitumen primer for bitumen membrane @ 0.40 ltr/sq. mtr. by the
same membrance manufacture of density at 25°C, 0.87 - 0.89 kg/ ltr
and viscocity 70 - 160 cps. Over the primer coat the layer of
membrane shall be laid using Butane torch and sealing all joints etc.,
and preparing the surface complete. The vital physical and chemical
parameters of the membrane shall be as under : Joint strength in
longitudinal and transverse direction at 23°C as 350/300 N/ 5cm.
Tear strength in longitudinal and transverse direction as 60/80N.
Softening point of membrane not less than 150°C. Cold flexibility shall
be upto -2°C when tested in accordance with ASTM, D - 5147. The
laying of membrane shall be got done through the authorised
applicator of the manufacture of membrane.
22.18.1
22.19
2mm (for corrugated roof sheets)
Providing and laying APP (Atactic Polypropylene Polymer) modified
prefabricated five layer, 3mm thick water proofing membrane, black
finished reinforced with glass fibre matt consisting of a coat of
bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same
membrane manufactured of density at 25°C, 0.87 - 0.89 kg/ltr and
viscocity 70 - 160 cps. Over the primer coat the layer of membrane
shall be laid using butane torch and sealing all joints etc., and
preparing the surface complete. The vital physical and chemical
parameters of the membrane shall be as under : Joint strength in
longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear
strength in longitudinal and transverse direction as 60/80N. Softening
point of membrane not less than 150°C. Cold flexibility shall be upto 2°C when tested in accordance with ASTM, D - 5147. The laying of
membrane shall be got done through the authorised applicator of the
manufacturer of membrane :
22.19.1
3 mm thick
SUBHEAD -22.0 WATER PROOFING
349
Code
No
Description
22.20
Providing and laying APP (Atactic Polypropylene Polymer) modified
prefabricated five layer 3mm thick water proofing membrane, black
finished reinforced with non-woven polyester matt consisting of a coat
of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the
same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and
viscocity 70-160 cps. Over the primer coat the layer of membrane
shall be laid using Butane Torch and sealing all joints etc., and
preparing the surface complete. The vital physical and chemical
parameters of the membrane shall be as under : Joint strength in
longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear
strength in longitudinal and transverse direction as 300/250N.
Softening point of membrane not less than 150°C. Cold flexibility shall
be upto -2°C when tested in accordance with ASTM, D - 5147. The
laying of membrane shall be got done through the authorised
applicator of the manufacturer of membrane :
22.20.1
22.21
3 mm thick
Extra for covering top of membrane with Geotextile, 120gsm non
woven, 100% polyester of thickness 1 to 1.25mm bonded to the
membrane with intermittent touch by heating the membrane by
Butane Torch as per manufactures recommendation [for Item No.
25.19 to 25.21].
SUBHEAD -22.0 WATER PROOFING
350
Unit
Rate
Rs.
sqm
350.80
sqm
38.75
SUB HEAD : 23.0
HORTICULTURE
AND
LAND SCAPING
351
BASIC RATES (SH: 23.0 HORTICULTURE & LANDSCAPING)
Code
No
Description
Unit
Rate
Rs.
0103
Blacksmith 2nd class
Day
141.60
0114
Beldar
Day
135.25
0115
Coolie
Day
135.25
0124
Mason (brick layer) 2nd class
Day
141.60
0979
Royalty for good earth
cum
11.00
0980
Royalty for sludge
cum
60.00
1008
Flats up to 10 mm in thickness
quintal
2201
Carriage of Bricks
1000 Nos
2205
Carriage of Steel
tonne
47.29
2241
Carriage of Good earth
cum
66.51
2242
Carriage of Dump manure
cum
57.83
2317
Carriage of Sludge
cum
57.83
2602
F.P.S. bricks class designation75
1000 Nos
1,900.00
2603
F.P.S. bricks class designation50
1000 Nos
1,700.00
9999
Sundries
L.S.
SUB HEAD –23.0 HORTICULTURE & LANDSCAPING
353
2,900.00
141.88
1.00
23.0 HORTICULTURE & LANDSCAPING
Code
No
Description
23.1
Trenching in ordinary soil up to a depth of 60cm including removal
and stacking of serviceable materials and then disposing of by
spreading and neatly levelling with in a lead of 50m and making up
the trenched area to proper levels by filling with earth or earth mixed
with sludge or/and manure before and after flooding trench with water
(excluding cost of imported earth, sludge or manure).
23.2
Supplying and stacking of good earth at site including royalty and
carriage up to 1 km (earth measured in stacks will be reduced by
20% for payment).
23.3
Supplying and stacking sludge at site including royalty and carriage
up to 1 km (sludge measured in stacks will be reduced by 8% for
payment).
23.4
Supplying and stacking at site dump manure from approved source,
including carriage up to 1 km (manure measured in stacks will be
reduced by 8% for payment) :
23.4.1
Screened through sieve of I.S. designation 20mm
23.4.2
Screened through sieve of I.S. designation 16mm
23.4.3
Screened through sieve of I.S. designation 4.75mm
23.5
Rough dressing the trenched ground including breaking clods.
23.6
Uprooting weeds from the trenched area after 10 to 15 days of its
flooding with water including disposal of uprooted vegetation.
23.7
Fine dressing the ground
23.8
Spreading of sludge, dump manure or/and good earth in required
thickness (Cost of sludge, dump manure or/ and good earth to be
paid separately).
23.9
Mixing earth and sludge or manure in proportion specified or directed.
23.10
Grassing with ‘Doob’ grass including watering and maintenance of
the lawn for 30 days or more till the grass forms a thick lawn free from
weeds and fit for mowing including supplying good earth if needed
(the good earth shall be paid for separately).
23.11
23.10.1
In rows 15 cm apart in either direction.
23.10.2
In rows 7.5 cm apart in either direction.
23.10.3
In rows 5 cm apart in either direction.
Renovating lawns including weeding, cheeling the grass, forking the
ground, top dressing with sludge or manure, mixing the same with
forked soil, watering and maintaining the lawn for 30 days or more till
the grass forms a thick lawn free from weeds and fit for mowing and
disposal of rubbish as directed, including supplying good earth if
needed but excluding the cost of sludge or manure (the good earth
SUBHEAD -23.0 HORTICULTURE
354
Unit
Rate
Rs.
cum
16.95
cum
144.05
cum
136.85
cum
82.90
cum
90.75
cum
97.05
100sqm
33.05
100sqm
106.85
100sqm
80.20
cum
11.60
cum
7.85
100sqm
121.00
100sqm
251.25
100sqm
384.85
100sqm
741.50
Code
No
Unit
Description
Rate
Rs.
shall be paid for separately).
23.12
23.13
23.14
23.15
Uprooting rank vegetation and weeds by digging the area to a depth
of 60cm removing all weeds and other growth with roots by forking
repeatedly, breaking clods, rough dressing, flooding with water,
uprooting fresh growths after 10 to 15 days and then fine dressing for
planting new grass, including disposal of all rubbish with all leads and
lifts.
100sqm
Preparation of beds for hedging and shrubbery by excavating 60cm
deep and trenching the excavated base to a further depth of 30cm,
refilling the excavated earth after breaking clods and mixing with
sludge or manure in the ratio of 8:1 (8 parts of stacked volume of
earth after reduction by 20% : one part of stacked volume of sludge
or manure after reduction by 8%), flooding with water, filling with
earth if necessary, watering and finally fine dressing, leveling etc.
including stacking and disposal of materials declared unserviceable
and surplus earth by spreading and leveling as directed, within a lead
of 50m lift up to 1.5 m complete (cost of sludge, manure or extra
earth to be paid for separately).
cum
47.90
Digging holes in ordinary soil and refilling the same with the
excavated earth mixed with manure or sludge in the ratio of 2:1 by
volume (2 parts of stacked volume of earth after reduction by 20% : 1
part of stacked volume of manure after reduction by 8%) flooding with
water, dressing including removal of rubbish and surplus earth, if any
with all leads and lifts (cost of manure, sludge or extra good earth if
needed to be paid for separately) :
23.14.1
Holes 1.2 m dia and 1.2 m deep.
each
146.65
23.14.2
Holes 60 cm dia, and 60 cm deep.
each
19.25
each
595.70
each
1595.85
each
115.65
Half brick circular tree guard in 50 class designation bricks, internal
diameter 1.25 metre and height 1.2 metre above ground and 0.20 m
below ground bottom two courses laid dry and top three courses in
cement mortar 1:6 (1 cement : 6 fine sand) and the intermediate
courses being in dry honey comb masonry as per design complete:
23.15.1
23.16
23.17
1,318.20
With F.P.S. Bricks
Providing and fixing M.S. flat iron tree guard 60cm dia. and 2m height
above ground level formed of 4 nos. 25x6mm and 8 nos. 25x3mm
vertical M.S. flats rivetted to 3 nos. 25x6mm M.S. flat iron rings in two
halves, bolted together with 8mm dia. and 30mm long bolts including
painting two coats with paint of approved brand and manufacture
over a coat of priming, complete in all respects.
Making tree guard 53 cm dia. and 1.3 m high as per design from
empty coal tar drums supplied free by the department including
providing and fixing 2 nos. M.S. sheet rings 50 x 0.5 mm with rivets
complete in all respects including painting inside and outside of tree
guard with :
23.17.1
SUBHEAD -23.0 HORTICULTURE
A coat of coal tar.
355
Code
No
Description
23.17.2
23.18
23.19
23.20
23.21
23.22
23.23
23.24
Two or more coats of synthetic enamel paint of
approved quality shade over a priming coat.
Unit
Rate
Rs.
each
187.70
Making tree guard 53 cm dia. and 2 m high as per design from empty
coal tar drums supplied free by the department including providing
and fixing four legs 40 cm long of 30 x 3 mm M.S. flat riveted to tree
guard and providing and fixing 2 nos. M.S. sheet rings 50 x 0.5 mm
with rivets complete in all respects including painting inside and
outside of tree guard with :
23.18.1
A coat of coal tar.
each
238.10
23.18.2
Two or more coats of synthetic enamel paint of
approved quality and shade over a priming coat.
each
342.15
metre
15.05
metre
13.85
Filling mixture of earth and sludge or manure in the desired
proportion in trenches, flooding with water and leveling (cost of
supplying earth and sludge or manure and mixing excluded).
cum
3.95
Excavation in dumped stones or malba including stacking of
serviceable and unserviceable material separately and disposal of
unserviceable material lead up to 50 m and lift up to 1.5 m disposed
material to be neatly dressed.
cum
109.95
Excavation in bajri path including stacking of serviceable and
unserviceable material lead up to 50 m and lift up to 1.5 m disposed
material to be neatly dressed.
cum
122.55
Excavation in water bound macadam road including stacking the
serviceable and unserviceable material separately and disposal of
unserviceable material lead up to 50 m and lift up to 1.5 m disposed
material to be neatly dressed.
cum
150.80
Flooding the ground with water including making kiaries and
dismantling the same.
100sqm
68.40
Edging with bricks laid dry length wise including excavation, refilling,
consolidating with hand packing and spreading neatly surplus earth
within a lead of 50 m :
23.19.1
75 class designation.
23.19.1.1
F.P.S. Bricks
23.19.2
50 class designation.
23.19.2.1
F.P.S. bricks.
SUBHEAD -23.0 HORTICULTURE
356
COEFFICIENTS
FOR CEMENT
CONSUMPTION
357
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
3.0 MORTAR
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
Code
No
Description
3.1
Cement Mortar 1:1 (1 cement : 1 fine sand)
cum
10.20
3.2
Cement mortar 1:2 (1 cement : 2 fine sand).
cum
6.80
3.3
Cement mortar 1:3 (1 cement : 3 fine sand).
cum
5.10
3.4
Cement mortar 1:4 (1 cement : 4 fine sand).
cum
3.80
3.5
Cement mortar 1:5 (1 cement : 5 fine sand).
cum
3.10
3.6
Cement mortar 1:6 (1 cement : 6 fine sand).
cum
2.50
3.7
Cement mortar 1:2 (1 cement : 2 coarse sand).
cum
6.80
3.8
Cement mortar 1:3 (1 cement : 3 coarse sand).
cum
5.10
3.9
Cement mortar 1:4 (1 cement : 4 coarse sand).
cum
3.80
3.10
Cement mortar 1:5 (1 cement : 5 coarse sand).
cum
3.10
3.11
Cement mortar 1:6 (1 cement : 6 coarse sand).
cum
2.50
3.12
Cement mortar 1:2 (1 cement : 2 stone dust).
cum
6.80
3.13
Cement mortar 1:2 (1 cement : 2 marble dust).
cum
6.80
3.14
Cement mortar 1:5 (1 cement : 5 marble dust).
cum
3.10
3.15
White cement mortar 1:2 (1 white cement : 2 marble dust).
cum
6.80*
3.16
White cement mortar 1:3 (1 white cement : 3 marble dust).
cum
5.10*
3.17
White cement mortar 1:5 (1 white cement : 5 marble dust).
cum
3.10*
* denotes the White Cement.
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.:- 3.0 MORTAR
359
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
4.0 CONCRETE WORK
Code
No
Unit
Description
Quantity
of cement
to be used
per unit
quantity of
work
(Quintals)
CEMENT CONCRETE (CAST – IN- SITU)
4.1
Providing and laying in position cement concrete of specified grade
excluding the cost of centring and shuttering - All work upto plinth
level :
4.1.1
4.1.2
4.1.3
4.1.4
4.1.5
4.1.6
4.1.7
4.1.8
4.1.9
4.1.10
4.1.11
4.1.12
4.1.13
4.2
1:1:2 (1 Cement : 1 coarse sand : 2 graded stone
aggregate 20 mm nominal size)
cum
6.10
1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone
aggregate 20 mm nominal size).
cum
4.00
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
20 mm nominal size)
cum
3.20
1:2:4 (1 Cement : 2 coarse sand : 4 graded stone
aggregate 40 mm nominal size).
cum
3.20
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size).
cum
2.20
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 40 mm nominal size).
cum
2.20
1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate
40 mm nominal size).
cum
2.20
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone
aggregate 40 mm nominal size).
cum
1.70
1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40
mm nominal size)
cum
1.70
1:5:10 (1 cement : 5 coarse sand : 10 graded stone
aggregate 40 mm nominal size)
cum
1.30
1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate
40 mm nominal size)
cum
1.30
1:2:3½:9 (1 ordinary portland cement : 2 Fly ash : 3½
coarse sand : 9 graded stone aggregate 40 mm nominal
size).
cum
1.70
1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4
coarse sand : 11 graded stone aggregate 40 mm nominal
size)
cum
1.30
Providing and laying cement concrete in retaining walls, return walls,
walls (any thickness) including attached pilasters, columns, piers,
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.:- 4.0 CONCRETE WORK
360
Code
No
Unit
Description
Quantity
of cement
to be used
per unit
quantity of
work
(Quintals)
abutments, pillars, posts, struts, buttresses, string or lacing courses,
parapets, coping, bed blocks, anchor blocks, plain window sills,
fillets etc. upto floor five level, excluding the cost of centring,
shuttering and finishing :
4.2.1
4.2.2
4.2.3
4.2.4
4.2.5
4.2.6
4.2.7
4.4
1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate
20 mm nominal size)
cum
6.10
1:1½:3 (1 cement:1½ coarse
aggregate 20 mm nominal size).
cum
4,00
1:2:4 (1 Cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size)
cum
3.20
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
40 mm nominal size).
cum
3.20
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
20 mm nominal size).
cum
2.20
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
40 mm nominal size).
cum
2.20
1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate 40
mm nominal size).
cum
2.20
1:2:4 (1 Cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size).
cum
3.20
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
20 mm nominal size).
cum
2.20
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
20mm nominal size).
cum
3.80
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
20mm nominal size).
cum
2.80
sand:3 graded
stone
Providing and laying cement concrete in kerbs, steps and the like at
or near ground level excluding the cost of centring, shuttering and
finishing.
4.4.1
4.4.2
CEMENT CONCRETE (PRE-CAST)
4.5
Providing and fixing upto floor five level precast cement concrete
string or lacing courses, copings, bed plates, anchor blocks, plain
window sills, shelves, louvers, steps, stair cases, etc. including
hoisting and setting in position with cement mortar 1:3 (1 Cement : 3
coarse sand), cost of required centring, shuttering and finishing
smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 fine sand)
on exposed surfaces complete.
4.5.1
4.5.2
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.:- 4.0 CONCRETE WORK
361
Code
Unit
No
Description
4.6
Providing and fixing at or near ground level precast cement concrete
in kerbs, edgings etc. as per approved pattern and setting in position
with cement mortar 1:3 (1 Cement : 3 coarse sand) including the
cost of required centring, shuttering and finishing smooth with 6mm
thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed
surfaces complete.
4.6.1
4.7
cum
3.62
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
20mm nominal size).
cum
4.13
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
20mm nominal size).
cum
3.13
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
20mm nominal size).
cum
2.466
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 20mm nominal size).
cum
2.006
Precasting and placing in position 125 mm dia Bollards 600 mm high
of required shape including providing M.S. Pipe Sleeve 50 mm dia
300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm
long with 150x150x6mm M.S. plate welded at bottom and embedded
150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6
graded stone aggregate 20 mm nominal size) including necessary
excavation of size 250x250x450mm deep for the same in
bitumen/concrete pavement at specified spacing.
each
0.097
sqm
0.13
Providing and fixing upto floor five level precast cement concrete
solid block including hoisting and setting in position with cement
mortar 1:3 (1 cement : 3 coarse sand), cost of required centring,
shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1
cement : 3 fine sand) on exposed surfaces complete :
4.7.1
4.7.2
4.8
Providing and fixing upto floor five level precast cement concrete
hollow block including hoisting and setting in position with cement
mortar 1:3 (1 cement : 3 coarse sand), cost of required centring,
shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1
cement : 3 fine sand) on exposed surfaces complete :
4.8.1
4.8.2
4.9
1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone
aggregate 20mm nominal size).
Quantity
of cement
to be used
per unit
quantity of
work
(Quintals)
DAMP- PROOF COURSE
4.10
Providing and laying damp-proof course 40mm thick with cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 12.5mm nominal size).
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.:- 4.0 CONCRETE WORK
362
Code
No
4.11
Unit
Description
Providing and laying damp-proof course 50mm thick with cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20mm nominal size).
Quantity
of cement
to be used
per unit
quantity of
work
(Quintals)
sqm
0.16
sqm
0.11
MISCELLANEOUS
4.17
Making plinth protection 50mm thick of cement concrete 1:3:6 (1
cement :3 coarse sand : 6graded stone aggregate 20mm nominal
size) over 75mm bed by dry brick ballast 40mm nominal size well
rammed and consolidated and grouted with fine sand including
finishing the top smooth
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.:- 4.0 CONCRETE WORK
363
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
5.0 REINFORCED CEMENT CONCRETE
Code
No
Description
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
CAST-IN-SITU
5.1
Providing and laying in position specified grade of reinforced
cement concrete excluding the cost of centring, shuttering,
finishing and reinforcement - All work up to plinth level :
5.1.1
1:1:2 (1 cement : 1 coarse sand : 2 graded stone
aggregate 20 mm nominal size).
cum
6.10
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size)
cum
4.00
1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size)
cum
3.20
1:1:2 (1 cement : 1 coarse sand : 2 graded stone
aggregate 20 mm nominal size)
cum
6.10
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size)
cum
4.00
1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size).
cum
3.20
Reinforced cement concrete work in beams, suspended floors,
roofs having slope up to 15° landings, balconies, shelves,
chajjas, lintels, bands, plain window sills, staircases and spiral
stair cases up to floor five level excluding the cost of centring,
shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal size).
cum
3.20
Providing and laying up to floor five level reinforced cement
concrete in kerbs, steps and the like excluding the cost of
centring, shuttering, finishing and reinforcement with 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size).
cum
3.20
Reinforced cement concrete work in arches, archribs, domes,
vaults, shells, folded plate and roofs having slope more than 15°
up to floor five level excluding the cost of centring, shuttering,
finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand
: 4 graded stone aggregate 20 mm nominal size).
cum
3.20
5.1.2
5.1.3
5.2
Reinforced cement concrete work in walls (any thickness),
including attached pilasters, buttresses, plinth and string
courses, fillets, columns, pillars, piers, abutments, posts and
struts etc. up to floor five level excluding cost of centring,
shuttering, finishing and reinforcement :
5.2.1
5.2.2
5.2.3
5.3
5.4
5.5
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -5.0 REINFORCED CEMENT CONCRETE
364
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
Code
No
Description
Unit
5.6
Reinforced cement concrete work in chimneys, shafts, up to
floor five level excluding the cost of centring, shuttering, finishing
and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size).
cum
3.20
Reinforced cement concrete work in well-steining excluding the
cost of centring, shuttering, finishing and reinforcement with
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm nominal size).
cum
3.20
Reinforced cement concrete work in vertical and horizontal fins
individually or forming box louvers, facias and eaves boards up
to floor five level excluding the cost of centring, shuttering,
finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse
sand : 3 graded stone aggregate 20mm nominal size).
cum
4.00
Providing, hoisting and fixing up to floor five level precast
reinforced cement concrete work in string courses, bands,
copings, bed plates, anchor blocks, plain window sills and the
like including the cost of required centring, shuttering, finishing
smooth with 6 mm thick cement plaster 1:3 (1 cement: 3 fine
sand) on exposed surfaces complete but excluding cost of
reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded
stone aggregate 20mm nominal size).
cum
3.80
Providing, hoisting and fixing up to floor five level precast
reinforced cement concrete in small lintels not exceeding 1.5m
clear span up to floor five level including the cost of required
centring, shuttering and finishing smooth with 6 mm thick
cement plaster 1:3 (1 cement: 3 fine sand) on exposed surfaces
but excluding the cost of reinforcement with 1:2:4 (1 cement: 2
coarse sand: 4 graded stone aggregate 20mm nominal size).
cum
3.77
Providing, hoisting and fixing up to floor five level precast
reinforced cement concrete in mouldings as in cornices,
windows sills etc. including setting in cement mortar 1:3 (1
cement : 3 coarse sand) cost of required centring, shuttering
and finishing smooth with 6 mm thick cement plaster 1:3 (1
cement : 3 fine sand) on exposed surfaces complete but
excluding the cost of reinforcement with 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal size).
cum
3.80
cum
3.49
5.7
5.8
PRE – CAST R.C.C.
5.12
5.13
5.14
5.15
Providing, hoisting and fixing up to floor five level precast
reinforced cement concrete in lintels, beams and bressumers
including setting in cement mortar 1:3 (1 cement: 3 coarse
sand), cost of required centring and shuttering and finishing
smooth with 6 mm thick cement plaster 1:3 (1 cement: 3 fine
sand) on exposed surfaces but excluding the cost of
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -5.0 REINFORCED CEMENT CONCRETE
365
Code
No
Description
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded
stone aggregate 20 mm nominal size).
5.16
5.17
5.18
Providing, hoisting and fixing up to floor five level precast
reinforced cement concrete in shelves including setting in
cement mortar 1:3 (1 cement : 3 coarse sand), cost of required
centring, shuttering and finishing with neat cement punning on
exposed surfaces but excluding the cost of reinforcement with
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
12.5mm nominal size).
cum
3.80
Providing, hoisting and fixing up to floor five level precast
reinforced cement concrete in vertical & horizontal fins
individually or forming box louvers setting in cement mortar 1:2
(1 cement : 2 coarse sand) including the cost of required
centring, shuttering and finishing smooth with 6mm thick cement
plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces
complete but excluding the cost of reinforcement with 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size).
cum
4.73
Providing precast cement concrete Jali 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 6mm nominal size)
reinforced with 1.6 mm dia mild steel wire including centring and
shuttering, roughening cleaning, fixing and finishing in cement
mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding
plastering of the jambs, sills and soffits.
5.18.1
50 mm thick
100 sqm
1.64*
5.18.2
40 mm thick
100 sqm
1.64*
5.18.3
25 mm thick
100 sqm
1.64*
Encasing rolled steel sections, in beams and columns, with
cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded
stone aggregate 12.5mm nominal size) including centring and
shuttering complete but excluding cost of reinforcement.
cum
3.20
Encasing rolled steel section in grillages with cement concrete
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
12.5mm nominal size) including centring and shuttering but
excluding cost of expanded metal and hangers.
cum
3.20
100 sqm
3.67
* Cement for fixing only.
ENCASING ROLLED STEEL SECTION
5.19
5.20
MISCELLANEOUS
5.23
Deduct for omitting in R.C.C. work smooth finishing of the
exposed surface with 6mm thick cement mortar 1:3 (1 Cement :
3 fine sand)
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -5.0 REINFORCED CEMENT CONCRETE
366
Code
No
Description
5.24
Extra for rendering smooth the top of suspended floors, landings
and staircases (treads and risers) with cement mortar 1:2 (1
cement : 2 coarse sand) including a floating coat of neat cement
and protecting the surface with a layer of 7.5 cm of earth laid
over 15 mm of fine sand in case of suspended floor and bricks
laid in mud mortar in case of landings and steps including
subsequent removal and cleaning of the same.
5.27
Unit
Providing and filling in position bitumen mix filler of Proportion
80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of
coarse sand for expansion joints.
100sqm
per cm
depth per
cm width
per 100m
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
4.17
0.00032
DESIGN MIX CONCRETE
5.33/
5.33A
5.34
Providing and laying in position machine batched, machine
mixed and machine vibrated design mix cement concrete of
specified grade for reinforced cement concrete work including
pumping of concrete to site of laying but excluding the cost of
centring, shuttering, finishing and reinforcement. including
Admixtures in recommended proportions as per IS 9103 to
accelerate, retard setting of concrete, improve workability
without impairing strength and durability as per direction of
Engineer-in-charge. M-25 grade reinforced cement concrete by
using 410kg. of cement per cum of concrete. All work up to floor
V level.
3.80*
Providing M-30 grade concrete by using 420kg of
cement per cum of concerete instead of M-25 grade
B.M.C/ R.M.C..
cum
0.20*
Providing M-35 grade concrete by using 428kg of
cement per cum of concerete instead of M-25 grade
B.M.C./ R.M.C...
cum
0.40*
Providing M-40 grade concrete by using 435kg of
cement per cum of concrete instead of M-25 grade
B.M.C./ R.M.C..
cum
0.47*
cum
4.16*
Add or deduct for providing richer or leaner mixes respectively at
all floor levels.
5.34.1
5.34.2
5.34.3
5.36
cum
Providing and placing in position precast reinforced cement
concrete waffle units square or rectangular as per design and
shape for floors and roofs in 1:1½:3 (1 Cement : 1½ coarse
sand : 3 graded stone aggregate 10mm nominal size) including
flush or deep ruled pointing at joints in Cement mortar 1:2 (1
Cement : 2 Fine sand), making necessary holes of required
sizes for carrying through service lines etc., providing steel
hooks for lifting etc, form work in precasting, handling, hoisting,
centering and erection complete for all floor levels but excluding
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -5.0 REINFORCED CEMENT CONCRETE
367
Code
No
Description
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
the cost of reinforcement.
5.37/
5.37A
Providing and laying in position ready mixed concrete
manufactured in fully automatic batching plant and transported
to site of work in transit mixer for a lead up to 10kms having
continuous agitated mixer, manufactured as per mix design of
specified grade for reinforced cement concrete work including
pumping of R.M.C. from transit mixer to site of laying , excluding
the cost of centering, shuttering finishing and reinforcement
including cost of admixtures in recommended proportions as per
IS : 9103 to accelerate/ retard setting of concrete, improve
workability without impairing strength and durability as per
direction of the Engineer - in - charge. M-25 grade Reinforced
cement concrete by using 410kg of cement per cum of concrete.
All works up to floor V level.
* Actual weight for design mix will be worked out taking into
consideration the cement requirement as per particular mix
design.
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -5.0 REINFORCED CEMENT CONCRETE
368
cum
3.80*
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
6.0 BRICK WORK
Code
No
Description
6.1
Brick work with F.P.S. bricks of class designation 75 in
foundation and plinth in:
6.2
6.3
6.4
6.7
6.8
6.9
6.10
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
6.1.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
cum
0.95
6.1.2
Cement mortar 1:6 (1 cement : 6 coarse sand)
cum
0.625
Brick work with modular bricks of class designation 75 in
foundation and plinth in:
6.2.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
cum
0.95
6.2.2
Cement Mortar 1:6 (1 cement : 6 coarse sand).
cum
0.625
Brick work with machine moulded perforated bricks of class
designation 125 conforming to IS: 2222 -1991 in superstructure
above plinth level up to floor five level in cement mortar 1:6 (1
cement : 6 coarse sand) :
6.3.1
With F.P.S. bricks.
cum
0..625
6.3.2
With Modular bricks.
cum
0.625
Brick work with F.P.S. bricks of class designation 75 in
superstructure above plinth level up to floor V level in all shapes
and sizes in :
6.4.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
cum
0.95
6.4.2
Cement mortar 1:6 (1 cement : 6 coarse sand)
cum
0.625
Providing half brick masonry with F.P.S. bricks of class
designation 75 in cement mortar 1:3 (1 Cement : 3 coarse sand)
in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall
complete with 10 cm / 11.4 cm wide bitumen felt type 3 grade 1.
100
metre
3.86
Brick work 7 cm thick with F.P.S. brick of class designation 75 in
cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.
100 sqm
9.23
Brick work in plain arches in superstructure including centering
and shuttering complete for span up to 6 metres with F.P.S. brick
of class designation 75 in cement mortar 1:3 (1 cement : 3
coarse sand).
cum
1.28
Brick work in gauged arches in superstructure in cement mortar
1:3 (1 cement : 3 coarse sand) including centering and shuttering
complete, for span up to 6 meters with F.P.S. brick of class
designation 75.
cum
1.28
HALF BRICK MASONRY
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -6.0 BRICK WORK
369
Code
No
Description
6.12
Half brick masonry with F.P.S. brick of class designation 75 in
foundations and plinth in.
6.13
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
6.12.1
Cement mortar 1:3 (1 cement : 3 coarse sand)
100 sqm
14.28
6.12.2
cement mortar 1:4 (1 cement : 4 coarse sand)
100 sqm
10.64
Half brick masonry with F.P.S. bricks of class designation 75 in
superstructure above plinth level up to floor V level.
6.13.1
Cement mortar 1:3 (1 cement :3 coarse sand)
100 sqm
14.28
6.13.2
Cement mortar 1:4 (1 cement :4 coarse sand)
100 sqm
10.64
BRICK TILE WORK
6.16
6.17
6.18
6.20
6.21
6.22
Tile brick masonry with tile bricks of class designation 100 in
foundation and plinth in:
6.16.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
cum
1.52
6.16.2
Cement mortar 1:6 (1 cement : 6 coarse sand).
cum
1.00
Tile brick masonry with machine moulded tile bricks of class
designation 125 conforming to IS : 2690 (Part I) - 1993 in
foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse
sand).
cum
1.00
Tile brick masonry with tile brick of class designation 100 in
superstructure above Plinth level up to floor V level.
cum
1.00
Tile brick masonry with tile bricks of class designation 100 in
plain arch work in superstructure in cement mortar 1:4 (1 cement
: 4 coarse sand) including centering and shuttering complete.
cum
1.33
Tile brick masonry with tile bricks of class designation 100 in
gauged arch work in superstructure in cement mortar 1:4 (1
cement : 4 coarse sand) including centring and shuttering
complete.
cum
1.33
Tile brick masonry work 5 cm thick with tile bricks of class
designation 100 in cement mortar 1:3 (1 cement : 3 coarse sand)
in superstructure.
100 sqm
7.65
100 sqm
6.56
Brick work with selected F.P.S. bricks of class designation 75 in
exposed brick work including making horizontal and vertical
grooves 10mm wide 12mm deep complete from ground level up
to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand)
cum
0.625
Brick work with modular bricks of class designation 75 in
cum
0.55
HONEY COMB WORK
6.23
Honey-comb brick work 10/11.4 cm thick with bricks of class
designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand).
EXPOSED BRICK WORK
6.26
6.27
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -6.0 BRICK WORK
370
Code
No
Description
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
exposed brick work including making horizontal and vertical
grooves 10mm wide 12mm deep complete from ground level up
to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand).
6.28
6.29
6.30
6.31
6.32
6.34
6.35
6.36
Brick work with machine moulded modular bricks of class
designation 125 in exposed brick work including making
horizontal and vertical grooves 10mm wide 12mm deep complete
from ground level up to plinth level in cement mortar 1:6 (1
cement : 6 coarse sand).
cum
0.55
Brick work with machine moudled F.P.S. bricks of class
designation 125 in exposed brick work including making
horizontal and vertical grooves 10 mm wide 12mm deep
complete from ground level up to plinth level in cement mortar
1:6 (1 cement : 6 coarse sand)
cum
0.625
Brick work with machine moudled perforated F.P.S. bricks of
class designation 125 conforming IS : 2222-1991 in exposed
brick work including making horizontal and vertical grooves
10mm wide 12 mm deep complete from ground level up to plinth
level in cement mortar 1:6 (1 cement : 6 coarse sand).
cum
0.625
Brick work with machine moulded perforated modular bricks of
class designation 125 conforming to IS : 2222 -1991 in exposed
brick work including making horizontal and vertical grooves 10
mm wide 12mm deep complete from ground level up to plinth
level in cement mortar 1:6 (1 cement : 6 coarse sand).
cum
0.55
Brick work with clay flyash F.P.S. brick of class designation 75 in
superstructure above plinth level up to floor five level in :
6.32.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
cum
0.95
6.32.2
Cement mortar 1:6 (1 cement : 6 coarse sand)
cum
0.625
Brick work with modular fly ash lime bricks (FALG Bricks)
conforming to IS:12894-2002, class designation 100 average
compressive strength in super structure above plinth level up to
floor V level in :
6.34.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
cum
0.836
6.34.2
Cement mortar 1:6 (1 cement : 6 Coarse sand)
cum
0..55
Brick work with modular calcium silicate bricks machine moulded
conforming to IS:4139-1989, class designation 100 average
compressive strength in super structure above plinth level up to
floor V level in :
6.35.1
Cement mortar 1:4 (1 cement : 4 coarse sand)
cum
0.836
6.35.3
Cement mortar 1:6 (1 cement : 6 Coarse sand)
cum
0.55
Brick work with modular extruded burnt fly ash clay sewer bricks
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -6.0 BRICK WORK
371
Code
No
Description
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
(Conforming to IS: 4885 - 1988) in foundation and plinth :
6.36.1
6.37
6.38
6.42
Cement Mortar 1:4 ( 1 cement : 4 coarse sand)
cum
0.836
Brick work with modular extruded burnt fly ash clay sewer bricks
(conforming to IS : 4885-1988) in arches in foundation and plinth
in cement mortar 1:3 ( 1 cement : 3 fine sand).
cum
1.275
Providing and laying autoclaved aerated cement blocks masonry
with 100mm thick AAC blocks in super structure above plinth
level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse
sand ) The rate includes providing and placing in position 2 Nos.
6 mm dia M.S. bars at every third course of masonry work.
cum
0.57
Brick work with mechanized autoclaved flyash lime bricks
conforming to IS: 12894 :2002 of class designation 100 in
superstructure above plinth level up to floor V level in.
6.42.1
Cement mortar 1:4 (1 cement :4 coarse sand)
cum
0.95
6.42.2
Cement mortar 1:6 (1 cement :6 coarse sand).
cum
0.625
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -6.0 BRICK WORK
372
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
7.0 STONE WORK
Code
No
Description
Unit
Quantity of
cement to
used per
unit
quantity of
work
(quintals)
cum
0.825
cum
0.750
cum
0.750
RANDOM RUBBLE MASONRY
7.1
Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1
cement : 6 coarse sand : 12 graded stone aggregate 20mm
nominal size) at plinth level with :
7.1.1
Cement mortar 1:6 (1 cement : 6 coarse sand)
COURSED RUBBLE MASONRY
7.6
Coursed rubble masonry (first sort) with hard stone in
foundation and plinth with :
7.6.1
7.7
Cement mortar 1:6 (1 cement : 6 coarse sand)
Coursed rubble masonry (second sort) with hard stone in
foundation & plinth with :
7.7.1
Cement mortar 1:6 (1 cement : 6 coarse sand)
ASHLAR MASONRY
7.12
7.13
Stone work in plain ashlar in super structure upto floor five
level in cement mortar 1:6 (1 cement : 6 coarse sand)
including pointing with cement mortar 1:2 (1 white cement : 2
stone dust) with an admixture of pigment matching the stone
shade :
7.12.1
One face dressed.
7.12.1.1
Red sand stone
cum
0.54
7.12.1.2
White sand stone
cum
0.54
7.12.2
Both face dressed.
7.12.2.1
Red sand stone.
cum
0.54
7.12.2.2
White sand stone
cum
0.54
Stone work plain ashlar in arches in cement mortar 1:3 (1
cement : 3 coarse sand) including centring, shuttering and
pointing with white cement mortar 1:2 (1 white cement : 2
stone dust) with an admixture of pigment matching the stone
shade.
7.13.1
Red sand stone
cum
1.07
7.13.2
White sand stone
cum
1.07
COEFFICIENTS FOR CEMENT CONSUMPTION S.H -7.0 STONE WORK
373
Code
No
Description
7.14
Stone work plain ashlar in domes in cement mortar 1:3 (1
cement : 3 coarse sand) including centring, shuttering and
pointing with white cement mortar 1:2 (1 white cement : 2
stone dust) with an admixture of pigment matching the stone
shade.
7.15
Unit
Quantity of
cement to
used per
unit
quantity of
work
(quintals)
7.14.1
Red sand stone
cum
1.07
7.14.2
White sand stone
cum
1.07
Stone work ashlar punched (ordinary) in superstructure upto
floor five level in cement mortar 1:6 (1 white cement : 6
coarse sand) including pointing with cement mortar 1:2 (1
white cement : 2 stone dust) with an admixture of pigment
matching the stone shade.
7.15.1
Red sand stone.
7.15.1.1
One faced punched.
cum
0.54
7.15.1.2
Double faced punched.
cum
0.54
7.15.2
White sand stone.
7.15.2.1
Single face punched.
cum
0.54
7.15.2.2
Double faced punched.
cum
0.54
SUNK, MOULDED, CARVED ASHLAR MASONRY
7.20
Stone work sunk or moulded or sunk and moulded upto floor
five level in cement mortar 1:6 (1 cement : 6 coarse sand)
including pointing with white cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment
matching the stone shade :
7.20.1
Red sand stone
cum
0.54
7.20.2
White sand stone
cum
0.54
MISCELLANEOUS STONE WORK
7.23
Stone work (machine cut edges) for wall lining etc. (veneer
work) backing filled with a grout of 12mm thick cement
mortar 1:3 (1 cement : 3 coarse sand) including pointing in
white cement mortar 1:2 (1 white cement : 2 stone dust) with
an admixture of pigment matching the stone shade : (To be
secured to the backing by means of cramps which shall be
paid for separately) :
7.23.1
Red sand stone - exposed face fine dressed with rough
backing.
7.23.1.1
70 mm thick.
100sqm
COEFFICIENTS FOR CEMENT CONSUMPTION S.H -7.0 STONE WORK
374
9.18 + 1.56*
Code
No
7.25
7.26
Description
Unit
7.23.1.2
60 mm thick.
7.23.1.3
50 mm thick.
7.23.1.4
40 mm thick.
7.23.1.5
30 mm thick.
7.23.2
Red sand stone - Exposed face machine cut and
table rubbed with rough backing.
7.23.2.1
70 mm thick
7.23.2.2
60 mm thick
7.23.2.3
50 mm thick
7.23.2.4
40 mm thick
7.23.2.5
30 mm thick
7.23.3
White sand stone - exposed face fine dressed
with rough backing .
7.23.3.1
70 mm thick.
7.23.3.2
60 mm thick.
7.23.3.3
50 mm thick.
7.23.3.4
40 mm thick.
7.23.3.5
30 mm thick.
7.23.4
White sand stone - Exposed face machine cut and
table rubbed with rough backing.
7.23.4.1
70 mm thick.
7.23.4.2
60 mm thick.
7.23.4.3
50 mm thick.
7.23.4.4
40 mm thick.
7.23.4.5
30 mm thick.
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
9.18 + 1.56*
100sqm
Providing and fixing stainless steel cramps of required size
and shape for anchoring stone wall lining to the backing or
securing adjacent stones in stone wall lining in cement
mortar 1:2 (1 cement : 2 coarse sand) including making the
necessary chases in stone and holes in walls wherever
required.
Providing and fixing stone dowels 10x5x2.50 cm cut to
double wedge shape as per design in cement mortar 1:2 (1
cement : 2 coarse sand) including making the necessary
COEFFICIENTS FOR CEMENT CONSUMPTION S.H -7.0 STONE WORK
375
Quantity of
cement to
used per
unit
quantity of
work
(quintals)
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
100sqm
9.18 + 1.56*
kg
each
0.07
0.007
Code
No
Description
Unit
Quantity of
cement to
used per
unit
quantity of
work
(quintals)
each
0.007
chases.
7.27
7.28
7.29
7.30
7.31
7.32
Providing and fixing copper pins 7.5 cm long 6 mm diameter
for securing adjacent stones in stone wall lining in cement
mortar 1:2 (1 cement : 2 coarse sand) including making the
necessary chases.
Providing and fixing sloping chajja of stone 40 mm thick and
upto 80 cm wide beyond the wall as measured along the
slope in cement mortar 1:4 (1 cement : 4 coarse sand) with
12mm diameter anchoring steel bar 45 cm long fixed in each
stone and supported on and including with bricks cove of
class designation 75 in cement mortar 1:4 (1 cement : 4
coarse sand) including pointing in cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment
matching the stone shade:
7.28.1
Red sand stone:
7.28.1.1
With F.P.S Bricks
7.28.2
White sand stone:
7.28.2.1
With F.P.S. bricks
100sqm
5.59
100sqm
5.59
Providing and fixing horizontal chajja of stone 40 mm thick
and upto 80 cm projection in cement mortar 1:4 (1 cement : 4
coarse sand) including pointing in white cement mortar 1:2 (1
white cement : 2 stone dust) with an admixture of pigment
matching the stone shade: :
7.29.1
Red sand stone
100sqm
4.94 + 0.03*
7.29.2
White sand stone
100sqm
4.94 + 0.03*
30mm red sand stone sun-shade (chisel-dressed) supported
on red sand stone brackets, fixed in walls with cement mortar
1:4 (1 cement : 4 coarse sand) including finishing complete.
100sqm
2.19
Providing and fixing red sand stone brackets 55x22.5x45cm
sunk and moulded including providing and fixing with 4 Nos.
gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cm
long 6 mm dia as per design.
100nos
3.02
Stone work, plain in copings, cornices, string courses and
plinth courses, upto 75 mm thick in Cement mortar 1:6 (1
cement : 6 coarse sand) including pointing with white cement
mortar 1:2 (1 white cement : 2 stone dust) with an admixture
of pigment matching the stone shade.
7.32.1
Red sand stone
cum
0.54
7.32.2
White sand stone
cum
0.54
COEFFICIENTS FOR CEMENT CONSUMPTION S.H -7.0 STONE WORK
376
Code
No
Description
7.36
Wall lining butch work upto 10m height with Dholpur stone 40
mm thick rough facing on the exposed surface with stone
strips of minimum length 300 mm and required width
including embedding every tenth layer and bottom most layer
in masonry or concrete after making necessary chases of
size 75x75mm and by providing layer of 75mm thick strips i/c
12mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse
sand) i/c ruled pointing in cement mortar 1:2 (1 white cement
: 2 stone dust) with an admixture of pigment to match the
shade of stone complete as per direction of Engineer-incharge.
7.37
7.38
Unit
Quantity of
cement to
used per
unit
quantity of
work
(quintals)
100sqm
15.50 +
1.70*
100sqm
13.744
sqm
10.44
+1.70*
sqm
10.44
+1.70*
Stone work ( machine cut edges) for wall lining upto 10 m
height etc. (Veneer work) backing filled with a grout of 12mm
thick cement mortar 1:3 (1 Cement : 3 coarse sand) and
jointed with Cement mortar 1:2 (1 cement : 2 stone dust)
including rubbing and polishing complete. (To be secured to
the backing by means of cramps which shall be paid for
separately)
7.37.1
Kota stone slabs exposed face dressed and
rubbed.
7.37.1.1
25 mm thick.
Stone tile work for wall lining upto 10 m height with special
adhesive over 12mm thick bed of cement mortar 1:3 (1
cement : 3 coarse sand) including pointing in white cement
with an admixture of pigment to match the stone shade.
7.38.1
8mm thick (mirror polished and machine cut edge)
7.38.1.1
Granite stone of any colour and shade.
7.38.1.2
Raj Nagar plain white marble/ Udaipur green
marble/ Zebra black marble.
STONE WORK IN DRY CLADDING
7.41
Providing and fixing structural steel frame (for dry cladding
with 30 mm thick gang saw cut with machine cut edges sand
stone) on walls at all heights using M.S. square/ rectangular
tube in the required pattern as per architectural drawing
including cost of cutting, bending, welding etc. The frame
work shall be supported in wall with the help of MS brackets/
lugs of angle iron/ flats etc. which shall be welded to the
frame and embedded in brick wall with cement concrete
block 1:2:4 (1 cement :2 coarse sand :4 graded stone
aggregate 20mm nominal size) of size 300x230x300mm
COEFFICIENTS FOR CEMENT CONSUMPTION S.H -7.0 STONE WORK
377
100kg
0.16
Code
No
Description
Unit
including cost of necessary centring and shuttering and with
approved expansion hold fasteners on CC/RCC surface
including drilling necessary holes. Approved cramps/ pins
etc. shall be welded to the frame work to support stone
cladding the steel work will be given a priming coat of Zinc
primer as approved by Engineer-in-charge and painted with
two or more coats of epoxy paint (Shop drawings shall be
submitted by the contractor to the Engineer-in-charge for
approval before execution). The frame work shall be fixed in
true horizontal & vertical lines/planes. (Only structural steel
frame work shall be measured for the purpose of payment,
stainless steel cramps shall be paid for separately and
nothing extra shall be paid.)
* White cement
COEFFICIENTS FOR CEMENT CONSUMPTION S.H -7.0 STONE WORK
378
Quantity of
cement to
used per
unit
quantity of
work
(quintals)
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
8.0 MARBLE WORK
Code
No
Description
8.1
Marble work gang saw cut (polished and machine cut) of thickness
18mm for wall lining (veneer work) in cement mortar 1:3 (1 cement : 3
coarse sand) including pointing with white cement mortar 1:2 (1 white
cement : 2 marble dust) with an admixture of pigment to match the
marble shade: (To be secured to the backing by means of cramps,
which shall be paid for separately).
8.1.1
Raj Nagar Plain white marble/ Udaipur green marble/ Zebra
black marble.
8.1.1.1
Area of slab upto 0.50 sqm
8.1.1.2
8.2
8.4
8.7
Unit
Quantity
of cement
to used per
unit
quantity of
work
(quintals)
100sqm
8.67 +
1.70*
100sqm
8.67 +
1.70*
Area of slab over 0.50 sqm
Providing and fixing 18mm thick gang saw cut mirror polished
premoulded and prepolished) machine cut for kitchen platforms, vanity
counters, window sills , facias and similar locations of required size of
approved shade, colour and texture laid over 20mm thick base cement
mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white
cement, mixed with matching pigment, epoxy touch ups, including
rubbing, curing, moulding and polishing to edge to give high gloss finish
etc. complete at all levels.
8.2.1
Raj Nagar Plain white marble/ Udaipur green marble/ Zebra
black marble.
8.2.1.1
Area of slab upto 0.50 sqm.
100sqm
5.70
8.2.1.2
Area of slab over 0.50 sqm.
100sqm
5.70
8.2.2
Granite of any colour and shade
8.2.2.1
Area of slab upto 0.50 sqm
100sqm
5.70
8.2.2.2
Area of slab over 0.50 sqm.
100sqm
5.70
100metre
1.27
Extra for fixing marble /granite stone over and above corresponding
basic item, in facia and drops of width upto 150 mm with epoxy resin
based adhesive including cleaning etc. complete.
Providing and fixing cramps of required size & shape in RCC/ CC
backing with cement mortar 1:2 ( 1 cement :2 coarse sand) including
drilling necessary hole in stones and embedding the cramp in the hole
(fastener to be paid separately).
8.7.1
Gunmetal cramps.
kg
COEFFICIENTS FOR CEMENT CONSUMPTION S.H..: -8.0 MARBLE WORK
379
0.0635
Code
No
Description
8.7.2
8.9
Unit
Stainless steel cramps.
Quantity
of cement
to used per
unit
quantity of
work
(quintals)
kg
0.0701
100sqm
10.44 +
1.90*
100sqm
10.44 +
1.90*
Stone tile (polished) work for wall lining over 12mm thick bed of cement
mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm
including pointing in white cement complete.
8.9.1
8mm thick.
8.9.1.1
Raj nagar plain white marble/ Udaipur green marble/ Zebra
black marble.
8.9.1.2
Granite of any colour and shade.
* White cement
COEFFICIENTS FOR CEMENT CONSUMPTION S.H..: -8.0 MARBLE WORK
380
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
9.0 WOOD AND P.V.C. WORK
Code
No
Description
Unit
Quantity
of cement
to used per
unit
quantity of
work
(quintals)
100nos
0.01
MISCELLANEOUS – WOOD WORK
9.32
9.34
9.42
9.43
9.46
9.47
9.53
Providing 50x50x50mm 2nd class teak wood plugs including cutting brick
work and fixing in cement mortar 1:3 (1 cement : 3 fine sand) and making
good the walls etc.
Providing and fixing 2nd class teak wood plain lining tongued and grooved
on and including wooden plugs complete with necessary screws and
priming coat on unexposed surface.
9.34.1
40 mm thick.
100sqm
0.055
9.34.2
25 mm thick.
100sqm
0.055
9.34.3
20 mm thick
100sqm
0.055
9.34.4
12 mm thick
100sqm
0.055
Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3
layer or graded wood particle board medium density grade I, IS : 3087
marked including top cover of 6 mm commercial ply wood conforming to
IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type )
curtain rod with nickel plated brackets including fixing with 25x3 mm M.S.
flat 10 cm long and rawl plugs 50 mm long (designation 10 no.) etc all
complete
100metre
0.01
Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer
board ISI marked IS : 14842 - 2000, including top cover of 6 mm coir
veneer board, nickle plated M.S. Pipe 20 mm dia (heavy type) curtain rod
with nickle plated brackets including fixing with 25x3 mm M.S. Flat 10 cm
long and rawl plug 50 mm long (designation 10 No.) etc., all complete
100metre
0.01
Providing and fixing curtain rods of 1.25 mm thick chromium plated brass
plate, with two chromium plated brass brackets fixed with C.P. brass
screws and wooden plugs, etc., wherever necessary complete :
9.46.1
12 mm dia.
100metre
0.01
9.46.2
20 mm dia.
100metre
0.01
9.46.3
25 mm dia.
100metre
0.01
Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated
brackets :
9.47.1
20 mm dia (heavy type)
100metre
0.01
9.47.2
25 mm dia (heavy type)
100metre
0.01
100nos
1.10
Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame
with 10 mm diameter bolts, nuts and wooden plugs and embeddings in
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.: -9.0 WOOD AND PVC WORK
381
Code
No
Description
Unit
cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand :
6 graded stone aggregate 20mm nominal size)
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.: -9.0 WOOD AND PVC WORK
382
Quantity
of cement
to used per
unit
quantity of
work
(quintals)
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
10.0 STEEL WORK
Code
No
Description
10.4
Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame
and diagonal braces of 40x40x6mm angle iron, 3mm M.S. gusset
plates at the junction and corners 25mm dia pulley, 40x40x6mm angle
and T-iron guide at the top and bottom respectively including applying a
priming coat of approved steel primer.
10.5
10.6
10.10
10.11
Unit
Quantity
of cement
to used per
unit
quantity of
work
(quintals)
100sqm
0.35
Providing and fixing 1mm thick M.S. sheet door with frame of
40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions
and corners, all necessary fittings complete, including applying a
priming coat of approved steel primer.
10.5.1
Using M.S. angels 40x40x6 mm for diagonal braces.
100sqm
0.35
10.5.2
Using flats 30x6mm for diagonal braces and central cross
piece.
100sqm
0.35
Supplying and fixing rolling shutters of approved make, made of
required size 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 and arrangements for
inside and outside locking with push and pull operation complete
including the cost of providing and fixing necessary 27.5cm long wire
springs grade No.2 and M.S. top cover of required thickness for rolling
shutters.
10.6.1
80x1.25mm M.S. laths with 1.25 mm thick top cover.
100sqm
0.35
10.6.2
80x1.20 mm M.S. laths with 1.20 mm thick top cover.
100sqm
0.35
10.6.3
80x0.90 mm M.S. laths with 0.90 mm thick top cover.
100sqm
0.35
100kg
0.13
Fixing standard steel glazed doors, windows and ventilators in walls
with 15x3mm lugs 10 cm long embedded in cement concrete blocks
15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) or with wooden plugs and screws or
rawl plugs and screws or with fixing clips or with bolts and nuts as
required, including fixing of float glass panes with glazing clips and
special metal-sash putty of approved make, or metal beading with
screws (only steel windows with lugs, glass panes cut to size and
glazing clips or metal beading with screws, shall be supplied by
department free of cost.)
Providing and fixing factory made ISI marked steel glazed doors,
windows and ventilators side /top /centre hung with beading and all
members such as K11 B and K12 B etc. complete of standard rolled
steel sections, joints mitred and flash butt welded and sash bars
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -10.0 STEEL WORK
383
Code
No
10.13
10.15
Description
Unit
Quantity
of cement
to used per
unit
quantity of
work
(quintals)
tenoned and riveted with 15x3mm lugs, 10cm long, embedded in
cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 20mm nominal size) or with wooden
plugs and screws or rawl plugs and screws or with fixing clips or with
bolts and nuts as required, including providing and fixing of hinges,
pivots, float glass panes with glazing clips and special metal sash putty
of approved make and a priming coat of approved steel primer
excluding the cost of other fittings except necessary hinges or pivots
complete as per approved design. (Sectional weight of only steel
members shall be measured for Payment without weight of glass and
other fittings.)
100kg
0.13
Providing and fixing T-iron frames for doors, windows and ventilators of
mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs
10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6
(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal
size) or with wooden plugs and screws or rawl plugs and screws or with
dash fastener or with fixing clips or with bolts and nuts as required
including fixing of necessary butt hinges and screws and applying a
priming coat of approved steel primer.
100kg
0.11
Providing and fixing M.S. Tubular frames for doors, windows,
ventilators and cupboard with L-Type section made of 1.60mm thick
M.S. Sheet, joints mitred and welded and grinded finish with profiles of
required size with 15x3mm lugs 10cm long embedded in cement
concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 20mm nominal size) or with wooden plugs and
screws or rawl plugs and screws or with fixing clips or with bolts and
nuts as required including fixing of necessary butt hinges and screws
and applying a priming coat of approved steel primers.
100kg
0.28
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -10.0 STEEL WORK
384
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
11.0 FLOORING
Code
No
Description
11.1
Brick on edge flooring with bricks of class designation 75 including
cement slurry etc. complete in cement mortar with F.P.S. bricks:
11.3
11.5
11.6
1:4 (1 cement : 4 coarse sand)
sqm
0.1850
11.1.2
1:6 (1cement : 6 coarse sand)
sqm
0.1285
sqm
0.17
52 mm thick cement concrete flooring with concrete hardener topping
under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12
mm thick cement hardener consisting of mix 1:2 (1 cement hardener
mix : 2 graded stone aggregate 6 mm nominal size) by volume
.hardening compound is mixed @ 2 litre per 50kg of cement or as per
manufacturers specifications. This includes cost of cement slurry, but
excluding the cost of nosing of steps etc. complete.
sqm
0.231
62 mm thick cement concrete flooring with concrete hardener topping
under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20mm nominal size) and top layer
12mm thick cement hardener consisting of mix 1:2 (1 cement hardener
mix : 2 graded stone aggregate 6mm nominal size) by volume.
Hardening compound is mixed @ 2 litre per 50kg of cement or as per
manufactures specifications. This includes cost of cement slurry, but
excluding the cost of nosing of steps etc. complete.
sqm
0.263
sqm
0.14
cum
3.20
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate) finished with a floating coat of neat cement including
cement slurry, but excluding the cost of nosing of steps etc. complete.
40mm thick with 20mm nominal size stone aggregate.
Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1
cement : 3 coarse sand) finished with a floating coat of neat cement.
11.6.1
11.7
18 mm thick.
Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size) including finishing
complete.
TERRAZO FLOORING
11.9
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals).
11.1.1
11.3.1
11.4
Unit
40 mm thick marble chips flooring rubbed and polished to granolithic
finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top
layer 6mm thick with white, black, chocolate, grey, yellow or green
marble chips of sizes from 1mm to 4mm nominal size laid in cement
marble powder mix 3:1 (3 cement : 1 marble powder) by weight in
proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-11.0 FLOORING
385
Code
No
Description
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals).
volume including cement slurry etc. complete :
11.9.1
Dark shade pigment with ordinary cement.
11.9.2
Light shade pigment with white cement .
sqm
0.129
sqm
11.9.3
11.9.4
11.10
Medium shade pigment with 50% white cement and 50%
ordinary cement.
0.0405*
0.1492
sqm
White cement without any pigment.
0.0202*
0.129
sqm
0.0202*
11.9.5
Light shade pigment with ordinary cement.
sqm
0.1695
11.9.6
Ordinary cement without any pigment.
sqm
0.1695
sqm
0.1783
40 mm thick marble chips flooring, rubbed and polished to granolithic
finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top
layer 9mm thick with white, black, chocolate, grey, yellow or green
marble chips of sizes from 4mm to 7mm nominal size laid in cement
marble powder mix 3:1 (3 cement : 1 marble powder) by weight in
proportion of 4:7 (4 cement marble powder : 7 marble chips) by volume
including cement slurry etc. complete.
11.10.1
Dark shade pigment with Ordinary cement.
11.10.2
Light shade pigment with white cement.
0.1205
sqm
11.10.3
11.10.4
11.11
0.1695
Medium shade pigment with 50% white cement and 50%
ordinary cement.
0.0578*
0.1494
sqm
White cement without any pigment.
0.0289*
0.1205
sqm
0.0578*
11.10.5
Light shade pigment with ordinary cement.
sqm
0.1783
11.10.6
Ordinary cement without any pigment.
sqm
0.1783
sqm
0.1907
40 mm thick marble chips flooring, rubbed and polished to granolithic
finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top
layer 12mm thick with white, black, chocolate, grey yellow or green
marble chips of sizes from 7mm to 10mm nominal size laid in cement
marble powder mix 3:1 (3 cement : 1 marble powder) by weight in
proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by
volume including cement slurry etc. complete :
11.11.1
Dark shade pigment with ordinary cement.
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-11.0 FLOORING
386
Code
No
Description
11.11.2
Unit
Light shade pigment with white cement.
0.1097
sqm
11.11.3
11.11.4
11.12
Medium shade pigment with 50% white cement and 50%
ordinary cement.
0.081*
0.1502
sqm
White cement without any pigment.
0.0405*
0.1097
sqm
0.081*
11.11.5
Light shade pigment with ordinary cement.
sqm
0.1097
11.11.6
Ordinary cement without any pigment.
sqm
0.1097
sqm
0.1292
Marble chips skirting (upto 30 cm height) rubbed and polished to
granolithic finish, top layer 6 mm thick with white, black, chocolate,
grey, yellow or green marble chips of sizes from smallest to 4 mm
nominal size laid in cement marble powder mix 3:1 (3 cement : 1
marble powder) by weight in proportion of 4:7 (4 cement marble powder
mix : 7 marble chips) by volume :
11.12.1
18 mm thick with under layer 12 mm thick in cement
plaster 1:3 (1 cement : 3 coarse sand) :
11.12.1.1
Dark shade pigment with ordinary cement.
11.12.1.2
Light shade pigment with white cement.
0.0887
sqm
11.12.1.3
11.12.1.4
11.15
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals).
Medium shade pigment with 50% white cement and 50%
ordinary cement.
0.0405*
0.109
sqm
White cement without any pigment.
0.0203*
0.109
sqm
0.0405*
11.12.1.5
Light shade pigment with ordinary cement.
sqm
0.1292
11.12.1.6
Ordinary cement without any pigment.
sqm
0.1292
Crazy marble stone flooring including filling the gaps with light shade
pigment with white cement marble powder mixture (3 parts of white
cement : 1 part of marble powder) by weight in proportion of 4:7 (4
cement marble powder mix : 7 white, black or white and black marble
chips of sizes from 1mm to 4mm nominal size by volume) and under
layer 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 12.5 mm nominal size) rubbing, polishing and
cement slurry etc. complete :
11.15.1
18 mm thick crazy marble stone white, black or as
specified.
* White Cement
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-11.0 FLOORING
387
0.1200
sqm
0.0405*
Code
No
Description
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals).
TILE FLOORING
11.16
11.18
11.19
11.20
Precast terrazo tiles 22mm thick with graded marble chips of size upto
12mm laid in floors, and landings, jointed with neat cement slurry mixed
with pigment to match the shade of the tiles including rubbing and
polishing complete with precast tiles on 20mm thick bed of cement
mortar 1:4 (1 cement :4 coarse sand) :
11.16.1
Light shade using white cement.
11.16.2
Medium shade using 50%white cement and 50% ordinary
cement.
sqm
0.0895
0.0917
sqm
0.0220*
11.16.3
Dark shade using ordinary cement.
sqm
0.0939
11.16.4
Ordinary cement without any pigment.
sqm
0.0939
sqm
0.0734
Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto
12 mm in skirting and risers of steps not exceeding 30 cm in height on
12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) jointed with
neat cement slurry mixed with pigment to match the shade of the tiles,
including rubbing and polishing complete with tiles of :
11.18.1
Light shade using white cement.
11.18.2
Medium shades using 50% white cement and 50%
ordinary cement.
0.1064
sqm
0.033*
11.18.3
Dark shade using ordinary cement.
sqm
0.1394
11.18.4
Ordinary cement without any pigment.
sqm
0.1394
sqm
0.0895
Chequered terrazo tiles 22 mm thick with graded marble chips of size
up to 6 mm in floors jointed with neat cement slurry mixed with pigment
to match the shade of the tiles including rubbing and polishing complete
on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :
11.19.1
Light shade using white cement.
11.19.2
Medium shade using 50% white cement, 50% ordinary
cement.
0.0917
sqm
0.024*
11.19.3
Dark shade using ordinary cement.
sqm
0.0939
11.19.4
Ordinary cement without any pigment.
sqm
0.0939
Chequerred precast cement concrete tiles 22 mm thick in footpath &
courtyard jointed with neat cement slurry mixed with pigment to match
the shade of tiles including rubbing and cleaning etc. complete on 20
mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
11.20.1
Light shade using white cement.
0.1291
sqm
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-11.0 FLOORING
388
0.066*
Code
No
Description
11.20.2
11.21
11.22
Unit
Medium shade using 50% white cement 50% Grey
cement.
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals).
0.1621
sqm
0.033*
11.20.3
Dark shade using ordinary cement.
sqm
0.1951
11.20.4
Ordinary cement without any pigment.
sqm
0.1951
sqm
0.0786**
sqm
0.0862*
sqm
0.1044
sqm
0.13512
sqm
0.1491
sqm
0.1374
sqm
0.0775
Providing and fixing 10mm thick acid and or alkali resistant tiles of
approved make and colour using acid and or alkali resisting mortar
bedding and joints filled with acid and or alkali resisting cement as per
IS : 4457 complete as per the direction of Engineer-in- Charge.
11.21.1
In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof
cement : 4 coarse sand).
11.21.1.1
Acid and alkali resistant tile.
11.21.2
In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof
cement : 4 coarse sand).
11.21.2.1
Acid and alkali resistant tile.
Tile work in skirting, risers of steps and dado (upto 2 m height) over 12
mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and
jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white
cement mixed with pigment of matching shade complete.
11.22.1
Marble tiles (polished) Raj Nagar.
11.22.1.1
8 mm thick.
STONE FLOORING
11.23
Marble stone flooring with 18mm thick marble stone (sample of marble
shall be approved by Engineer-in-charge) over 20 mm (average) thick
base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed
with grey cement slurry including rubbing and polishing complete
KOTA STONE FLOORING
11.26
Kota stone slab flooring over 20 mm (average) thick base laid over and
jointed with grey cement slurry mixed with pigment to match the shade
of the slab including rubbing and polishing complete with base of
cement mortar 1 : 4 (1 cement : 4 coarse sand) :
11.26.1
11.27
25 mm thick.
Kota stone slabs 25 mm thick in risers of steps, skirting, dado and
pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3
coarse sand) and jointed with grey cement slurry mixed with pigment to
match the shade of the slabs, including rubbing and polishing complete.
SAND STONE FLOORING
11.28
40 mm thick fine dressed stone flooring over 20 mm (average) thick
base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-11.0 FLOORING
389
Code
No
Description
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals).
finished flush.
11.29
11.30
40 mm thick fine dressed stone flooring over 20 mm (average)thick
base of cement mortar 1:5 (1 cement : 5 coarse sand) including
pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an
admixture of pigment to match the shade of stone.
sqm
0.0931
40 mm thick rubbed stone flooring over 20 mm (average) thick base of
cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm thick,
side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed
with pigment to match the shade of stone and pointing with same
mortar
sqm
0.0931
Providing and fixing Ist quality ceramic glazed wall tiles conforming to
IS : 15622 (thickness to be specified by the manufacture ) of approved
make in all colours, shades except bergundy, bottle green, black of any
size as approved by Engineer-in-Charge in skirting, risers of steps and
dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse
sand) and jointing with grey cement slurry @ 3.3kg per sqm including
pointing in white cement mixed with pigment of matching shade
complete.
sqm
0.1242
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness
to be specified by the manufacturer) of 1st quality conforming to IS :
15622 of approved make in colours such as White, Ivory, Grey, Fume
Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4
Coarse sand) including pointing the joints with white cement and
matching pigment etc., complete.
sqm
0.1242
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness
to be specified by the manufacturer) of 1st quality conforming to IS :
15622 of approved make in all colours, shades, except White, Ivory,
Grey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4
(1 Cement : 4 Coarse sand) including pointing the joints with white
cement and matching pigments etc., complete.
sqm
0.1242
Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or
more (thickness to be specified by the manufacturer) of 1st quality
conforming to IS : 15622 of approved make in colours White, Ivory,
Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1
Cement : 4 Coarse sand) including grouting the joints with white cement
and matching pigments etc., complete.
sqm
0.1242
Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or
more (thickness to be specified by the manufacturer) of 1st quality
conforming to IS : 15622 of approved make in all colours, shades,
except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick
Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the
joints with white cement and matching pigments etc., complete.
sqm
0.1242
CERAMIC GLAZED TILES
11.36
11.37
11.38
11.39
11.40
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-11.0 FLOORING
390
Code
No
Description
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals).
VITRIFIED FLOOR TILES
11.41
Providing and laying vitrified floor tiles in different sizes (thickness to be
specified by the manufacturer) with water absorption's less than 0.08%
and conforming to IS : 15622 of approved make in all colours and
shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse
sand) including grouting the joints with white cement and matching
pigments etc., complete.
* White cement
** Acid alkali resistant cement.
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.-11.0 FLOORING
391
sqm
0.1242
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
12.0 ROOFING
Code
No
Description
12.16
10 cm thick (average) mud phaska of damped brick earth on roofs laid
to slope consolidated and plastered with 25 mm thick mud mortar mixed
with bhusa at 35 kg per cum of earth and gobri leaping with mix 1:1 (1
clay : 1 cow dung) and covered with flat tile bricks of class designation
100 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with
2% of integral water proofing compound by weight of cement and
finished neat :
12.16.1
12.17
12.21
With machine moulded F.P.S. brick tiles
With F.P.S. brick tiles
Providing and laying pressed clay tiles (as per approved pattern 20 mm
nominal thickness and of approved size) on roofs jointed with cement
mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water
proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1
cement : 4 coarse sand) and finished neat complete.
3.11
100sqm
3.11
100sqm
9.13
100sqm
9.92
metre
0.031
each
0.06
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 stone aggregate 10mm and down gauge) including
finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per
standard design :
12.21.1
12.22
100sqm
Providing and laying brick tiles of class designation 100 over mumty
roofs grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed
with 2% of integral water proofing compound by weight of cement, over
a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and
finished neat :
12.19.1
12.20
With F.P.S. brick tiles
Quantity
of cement
to used per
unit
quantity of
work
(quintals)
10cm thick (average) mud phaska of damped brick earth on roofs laid
to slope consolidated and plastered with 25mm thick mud mortar with
bhusha at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay :
1 cow-dung) and covered with machine moulded tile bricks of class
designation 125 conforming to IS : 2690 (Part I) -1992 grouted with
cement mortar 1:3 ( 1 cement : 3 fine sand ) mixed with 2% of integral
water proofing compound by weight of cement and finished neat.
12.17.1
12.19
Unit
In 75x75mm deep chase
Making khurras 45x45 cm with average minimum thickness of 5 cm
cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate of 20 mm nominal size) over P.V.C. sheet
1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement :
3 coarse sand) and a coat of neat cement rounding the edge sand
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -12.0 ROOFING
392
Code
No
Unit
Description
Quantity
of cement
to used per
unit
quantity of
work
(quintals)
making and finishing the outlet complete.
12.23
12.38
Providing sand stone slab for roofing and laying them in cement mortar
1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens
(Karries and battens to be paid separately) including pointing the ceiling
joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete :
12.23.1
Red sand stone slab
12.23.1.1
40 to 50 mm thick
12.23.2
White sand stone slab :
12.23.2.1
40 to 50 mm thick
100sqm
0.74
100sqm
0.74
Providing and fixing M.S. holder bat clamps of approved design to C.I.
or S.C.I. rain water pipes embedded in and including cement concrete
blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) and cost of cutting holes and
making good the walls etc. :
12.38.1
100 mm diameter
each
0.005
12.38.2
150 mm diameter
each
0.005
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -12.0 ROOFING
393
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
13.0 FINISHING
Code
No
Description
Unit
Quantity
of cement
to used
per unit
quantity
of work
(quintals)
CEMENT PLASTER (IN FINE SAND)
13.1
13.2
13.3
12 mm cement plaster of mix :
13.1.1
1:4 (1 cement : 4 fine sand)
100sqm
5.47
13.1.2
1:6 (1 cement : 6 fine sand)
100sqm
3.60
15 mm cement plaster on the rough side of single or half brick wall of
mix :
13.2.1
1:4 (1 cement : 4 fine sand)
100sqm
6.54
13.2.2
1:6 (1 cement : 6 fine sand)
100sqm
4.30
20 mm cement plaster of mix :
13.3.1
1:4 (1 cement : 4 fine sand)
100sqm
8.51
13.3.2
1:6 (1 cement : 6 fine sand)
100sqm
5.60
CEMENT PLASTER (IN COARSE SAND)
13.4
13.5
13.6
12 mm cement plaster of mix :
13.4.1
1:4 (1 cement : 4 coarse sand)
100sqm
5.47
13.4.2
1:6 (1 cement : 6 coarse sand)
100sqm
3.60
15 mm cement plaster on rough side of single or half brick wall of mix :
13.5.1
1:4 (1 cement : 4 coarse sand)
100sqm
6.54
13.5.2
1:6 (1 cement : 6 coarse sand)
100sqm
4.30
20 mm cement plaster of mix :
13.6.1
1:4 (1 cement : 4 coarse sand)
100sqm
8.51
13.6.2
1:6 (1 cement : 6 coarse sand)
100sqm
5.60
CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT
13.7
13.8
12 mm cement plaster finished with a floating coat of neat cement of
mix :
13.7.1
1:3 (1 cement : 3 fine sand)
100sqm
9.54
13.7.2
1:4 (1 cement : 4 fine sand)
100sqm
7.67
100sqm
10.97
15 mm cement plaster on rough side of single or half brick wall finished
with a floating coat of neat cement of mix :
13.8.1
1:3 (1 cement : 3 fine sand)
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.: -13.0 FINISHING
394
Code
No
Description
13.8.2
13.9
Unit
1:4 (1 cement : 4 fine sand)
Quantity
of cement
to used
per unit
quantity
of work
(quintals)
100sqm
8.74
Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating
coat of neat cement.
13.9.1
12 mm Cement Plaster
100sqm
9.54
13.9.2
20 mm Cement Plaster
100sqm
13.62
100sqm
10.97
18 mm cement plaster in two coats under layer 12 mm thick cement
plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6mm
thick cement plaster 1:6 (1 cement : 6 fine sand).
100sqm
6.26
18 mm cement plaster in two coats under layer 12 mm thick cement
plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6mm thick
cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with
sponge.
100sqm
8.13
13.13
12 mm cement plaster 1:2 (1 cement : 2 stone dust)
100sqm
9.79
13.14
15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side
of single or half brick wall.
100sqm
11.70
20 mm cement plaster 1:2 (1 cement : 2 stone dust)
100sqm
15.23
100sqm
3.67
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a
floating coat of neat cement and thick coat of Lime wash on top of walls
when dry for bearing of R.C.C. slabs and beams.
100sqm
5.87
Neat cement punning
100sqm
2.20
100sqm
11.59
100sqm
11.59
13.10
15 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a
floating coat of neat cement on the rough side of single or half brick
wall.
CEMENT PLASTER IN TWO COATS
13.11
13.12
13.15
6 MM CEMENT PLASTER
13.16
6 mm cement plaster of mix :
13.16.1
13.17
13.18
1:3 (1 cement : 3 fine sand)
ROUGH CAST PLASTER
13.19
Rough cast plaster upto 10m height above ground level with a mixture
of sand and gravel or crushed stone from 6mm to 10mm nominal size
dashed over and including the fresh plaster in two layers, under layer
12mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer
10mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10%
finely grounded hydrated lime by volume of cement.
13.19.1
Ordinary cement finish using ordinary cement
PEBBLE DASH PLASTER
13.20
Pebble dash plaster upto 10m height above ground level with a mixture
of washed pebble or crushed stone 6mm to 12.5mm nominal size
dashed over and including fresh plaster in two layers under layer 12mm
cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10mm
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.: -13.0 FINISHING
395
Code
No
Description
Unit
Quantity
of cement
to used
per unit
quantity
of work
(quintals)
cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) mixed
with 10% finely grounded hydrated lime by volume of cement.
PLAIN CEMENT MORTAR BANDS
13.28
12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement
: 4 fine sand) :
13.28.1
13.29
13.30
Flush Band
13.28.2
Sunk Band
13.28.3
Raised Band
13.28.4
Moulded Band
100metre
1cm wide
100metre
1cm wide
100metre
1cm wide
100metre
1cm wide
0.053
0.053
0.053
0.053
18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement :
4 fine sand):
13.29.1
Flush Band
13.29.2
Sunk Band
13.29.3
Raised Band
13.29.4
Moulded Band
100metre
1cm wide
100metre
1cm wide
100metre
1cm wide
100metre
1cm wide
18 mm thick moulded cement mortar band in two coats under layer
12mm thick with cement mortar 1:5 (1 cement : 5 coarse sand) top
layer 6mm thick with cement mortar 1:4 (1 cement : 4 fine sand).
0.076
0.076
0.076
0.076
100metre
1cm wide
0.07
POINTING OF BRICK WORK
13.31
Pointing on brick work or brick flooring with cement mortar 1:3 (1
cement : 3 fine sand) :
13.31.1
Flush / Ruled/ Struck or weathered pointing.
100sqm
1.53
13.31.2
Raised and cut pointing
100sqm
2.04
100sqm
2.35
POINTING ON TILE BRICK WORK
13.32
Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine
sand) :
13.32.1
Flush/ Ruled/ Struck or weathered pointing
POINTING ON STONE WORK
13.33
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand)
:
13.33.1
Flush/ Ruled pointing
100sqm
1.17
13.33.2
Raised and cut pointing
100sqm
2.35
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.: -13.0 FINISHING
396
Code
No
Description
13.34
Raised and cut pointing on stone work in white cement mortar 1:3 (1
white cement : 3 marble dust)
13.35
Quantity
of cement
to used
per unit
quantity
of work
(quintals)
100sqm
2.35*
100sqm
0.68
100sqm
17.472
Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine
sand):
13.35.1
13.72
Unit
Flush/ Ruled pointing
Washed stone grit plaster on exterior walls of height upto 10 M. above
level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4
coarse sand ) furrowing the under layer with scratching tool, applying
cement slurry on the under layer @ 2 Kg of cement per square metre,
top layer 15mm cement plaster 1:1/2:2 (1 cement : 1/2 coarse sand : 2
stone chipping 10mm nominal size) in panels with groove all around as
per approved pattern including scrubbing and washing, the top layer
with brushes and water to expose the stone chippings ,complete as per
specification and direction of Engineer-in- charge (Payment for
providing grooves shall be made separately).
Note: - cement consumption for pointing is same for FPS & modular
bricks.
* White cement
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.: -13.0 FINISHING
397
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
14.0 REPAIR TO BUILDING
Code
No
Description
14.1
Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5
sq. meters and under including cutting the patch in proper shape, raking
out joints and preparing and plastering the surface of the walls
complete including disposal of rubbish to the dumping ground within
50metres lead :
14.2
14.12
14.13
14.14
Quantity
of cement
to used
per unit
quantity
of work
(quintals)
14.1.1
With cement mortar 1:4 (1 cement : 4 fine sand)
100sqm
6.95
14.1.2
With cement mortar 1:4 (1 cement : 4 coarse sand).
100sqm
6.95
Fixing chowkhats in existing opening including embedding chowkhats in
floors or walls cutting masonry for holdfasts embedding hold fasts in
cement concrete blocks with cement concrete 1:3:6 (1 cement : 3
coarse sand : 6 graded stone aggregate 20 mm nominal size) painting
two coats of approved wood preservative to sides of chowkhats and
making good the damages to walls and floors as required complete
including disposal of rubbish to the dumping ground within 50 meters
lead :
14.2.1
Door chowkhats
each
0.12
14.2.2
Window chowkhats
each
0.06
14.2.3
Clerestory window chowkhats
each
0.03
Providing and fixing 16 mm M.S. Fan clamps of standard shape and
size in existing R.C.C. slab including cutting chase and making good
and painting exposed portion of the clamps complete.
each
0.016
Regrading terracing of mud phaska covered with tiles or brick, in
cement by dismantling tiles or bricks, removing mud plaster preparing
the surface of mud phaska to proper slope relaying mud plaster gobri
leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3
fine sand) including replacing unserviceable tiles or bricks with new
ones and disposal of unserviceable material to the dumping ground (the
cost of the new tiles or brick excluded) within 50 metres lead.
100sqm
3.11
100sqm
0.78
Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1
cement : 4 coarse sand) including necessary repairs and cement
pointing with same mortar complete including disposal of rubbish to
dumping ground within 50 metres of lead :
14.14.1
14.15
Unit
Red/ white sand stone slabs 30 to 50 mm thick.
Renewing wooden battens 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
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.: -14.0 REPAIRS TO BUILDING
398
Code
No
Description
Unit
Quantity
of cement
to used
per unit
quantity
of work
(quintals)
cum
0.36
ground within 50 metres lead :
14.15.1
14.16
14.18
Sal wood battens.
Renewing wooden beams in roofs including making good the holes in
walls and painting with oil type wood preservative of approved brand
and manufacture complete including removal of rubbish to the dumping
ground within 50 metres lead :
14.16.1
Not exceeding 4.00 metres in length.
14.16.1.1
Sal wood beams
cum
0.13
14.16.1.2
Hollock wood beams
cum
0.13
14.16.2
Above 4.00 metres and upto 5.00 metres length.
14.16.2.1
Sal wood beams
cum
0.13
14.16.2.2
Hollock wood beams
cum
0.13
Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed
with 2% of integral water proofing compound by weight of cement for
flat tile bricks on top of mud phaska :
14.18.1
With F.P.S. brick tiles
100sqm
0.76
14.18.2
With modular brick tiles
100sqm
0.76
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.: -14.0 REPAIRS TO BUILDING
399
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
16.0 ROAD WORK
Code
No
Description
Unit
Quantity
of cement
to used per
unit
quantity of
work
(quintals)
R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1
cement : 1.5 coarse sand : 3 graded stone aggregate 12.5
mm nominal size) with wooden plugs or 6mm bar nibs
wherever required as per direction of Engineer-in-charge
(cost of earth works in excavation, concrete works to be
paid separately).
cum
4.00
Providing and fixing 15cm dia at top 20cm at bottom and 90cm high
precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand :
3 graded stone aggregate 20mm nominal size) boundary stone as per
standard design including finishing smooth with cement mortar 1:3 (1
cement : 3 fine sand) (cost of excavation, refilling and concreting to be
paid for separately).
each
0.082
FENCING
16.15
Supplying at site :
16.15.1
16.23
16.24
Providing and fixing precast reinforced cement concrete 1:1.5:3 (1
cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal
size) kilometre stone as per standard design including finishing smooth in
1:3 cement mortar (1 cement : 3 fine sand) but excluding the cost of earth
work, concrete in foundation, painting and lettering etc. which shall be
paid for separately.
16.24.1
35x111x25 cm size.
each
0.37
16.24.2
50x152.5x25 cm size.
each
0.698
16.24.3
35x93.5x18 cm size.
each
0.23
cum
3.20
10 nos
6.60
CONCRETE PAVEMENT
16.42
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 40 mm nominal size) in pavements, laid to required slope and
camber in panels as required including consolidation finishing and
tamping complete.
MISCELLANEOUS
16.49
Making bell mouth opening/ entrance of size 100x50x50cm for drainage
pipe under footpath including providing cement concrete 1:3:6 (1 cement
: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) for
shape of bell mouth including plastering providing and fixing precast
R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1
cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab &
bell mouth including centring, shuttering & neat cement punning inside
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.: -16.0 ROAD WORK
400
Code
No
Description
Unit
Quantity
of cement
to used per
unit
quantity of
work
(quintals)
sqm
0.05
Providing and laying and making kerb channel 30cm wide and 50mm
thick of cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone
aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40
mm nominal size well rammed and consolidated and grouted with fine
sand including finishing the top smooth etc. complete and as per direction
of Engineer-in-charge.
metre
0.11
Providing and fixing at or near ground level factory made RCC pavement
slab of M-30 grade of size 450x450x50mm (HPL or equivalent ) including
reinforcement with 6mm dia M.S. bars 4 nos on each side including
setting in position in footpath to the required level and line over a bed of
20mm average thick cement mortar (1 cement : 3 coarse sand ) having
thickness not more than 5mm except on curve including filling of joints
with same cement mortar and making grooves etc. complete as per
direction of Engineer-in-charge.
100sqm
7.75
Providing and laying at or near ground level factory made kerb stone of
M-25 grade cement in position to the required line, level and curvature
jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including
making joints with or without grooves (thickness of joints except at sharp
curve shall not to more than 5mm) including making drainage opening
wherever required complete etc. as per direction of Engineer-in-charge (
length of finished kerb edging shall be measured payment ). (Precast
C.C. kerb stone shall be approved by Engineer-in-charge).
cum
0.05
the bell mouth etc. all complete.
16.52
Providing and fixing precast lime fly ash concrete blocks 1:2:3:6 (1lime : 2
fly ash : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
including finishing with 10mm thick cement mortar 1:3 (1 cement : 3
coarse sand) in foot paths including preparation of sub grade with a hand
rammer, laying 10 mm thick leveling course of fine sand (jamuna sand)
and filling the joints with fine sand.
NEW ITEMS/ MODIFIED ITEMS
16.63
16.67
16.69
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.: -16.0 ROAD WORK
401
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
17.0 SANITARY INSTALLATIONS
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
Code
No
Description
Unit
17.1/17.2/
Fixing water closet squatting pan (Indian type W.C. pan ) with
100mm sand cast Iron P or S trap, 10 litre low level white P.V.C.
flushing cistern with manually controlled device (handle lever)
conforming to IS : 7231, with all fittings and fixtures complete
including cutting and making good the walls and floors wherever
required
each
0.05
One urinal basin with 5 litre white P.V.C. automatic
flushing cistern.
each
0.025
Range of two urinal basins with 5 litre white P.V.C.
automatic flushing cistern.
each
0.04
Range of three urinal basins with 10litre white P.V.C.
automatic flushing cistern.
each
0.067
Range of four urinal basins with 10 litre white P.V.C.
automatic flushing cistern.
each
0.095
Single half stall urinal with 5 litre P.V.C. automatic
flushing cistern.
each
0.051
Range of two half stall urinals with 5 litre P.V.C.
automatic flushing cistern.
each
0.102
Range of three half stall urinals with 10 litre P.V.C.
automatic flushing cistern.
each
0.153
Range of four half stall urinals with 10 litre P.V.C.
automatic flushing cistern.
each
0.203
17.3
17.4
Fixing white vitreous china flat back or wall corner type lipped front
urinal basin of 430x260x350mm and 340x410x265mm sizes
respectively with automatic flushing cistern with standard flush pipe
and C.P. brass spreaders with brass unions and G.I clamps
complete, including painting of fittings and brackets, cutting and
making good the walls and floors wherever required :
17.4.1
17.4.2
17.4.3
17.4.4
17.5
Fixing white vitreous china flat back half stall urinal of size
580x380x350mm with white PVC automatic flushing cistern, with
fittings, standard size C.P. brass flush pipe, spreaders with unions
and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I.
trap with outlet grating and other couplings in C.P. brass including
painting of fittings and cutting and making good the walls and floors
:
17.5.1
17.5.2
17.5.3
17.5.4
17.6
Fixing one piece construction white vitreous china squatting plate
with an integral longitudinal flushing pipe, white P.V.C. automatic
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.: -17.0 SANITARY INSTALLATIONS
402
Code
No
Description
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
flushing cistern, with fittings, standard size G.I. flush pipe for back
and front flush with standard spreader pipes with fittings, G.I clamps
and C.P. brass coupling complete including painting of fittings and
cutting and making good the walls and floors etc. wherever required :
17.6.1
Single squatting plate with 5 litre P.V.C. automatic
flushing cistern.
each
0.051
Range of two squatting plates with 5 litre P.V.C.
automatic flushing cistern.
each
0.102
Range of three squatting plates with 10 litre P.V.C.
automatic flushing cistern.
each
0.153
Range of four squatting plates with 10 litre P.V.C.
automatic flushing cistern.
each
0.203
Fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32
mm C.P. brass waste of standard pattern, including painting of fittings
and brackets, cutting and making good the walls
each
0.025
Fixing white vitreous china pedestal for wash basin completely
recessed at the back for the reception of pipes and fittings.
each
0.016*
Fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber
plug, 40 mm C.P. brass waste complete, including painting the
fittings and brackets, cutting and making good the walls
each
0.025
Fixing draining board with C.I. brackets including painting of brackets,
cutting and making good the walls
each
0.014
17.13
Fixing White vitreous china water closet squatting pan (Indian type)
each
0.025
17.17
Fixing a pair of white vitreous china foot rests of standard pattern for
squatting pan water closet
each
0.025
Fixing white vitreous china flat back or wall corner type lipped front
urinal basin of 430x260x350mm and 340x410x265mm sizes
respectively.
each
0.01
Fixing white vitreous china squatting plate urinal with integral rim
longitudinal flush pipe.
each
0.02
Fixing white vitreous china wash basin including making all
connections but excluding the cost of fittings :
each
0.015
Fixing kitchen sink including making all connections excluding cost of
fittings.
each
0.015
Providing and fixing M.S. holder-bat clamps of approved design to
Sand Cast iron/cast iron (spun) pipe embedded in and including
cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2
coarse sand : 4 graded stone aggregate 20mm nominal size)
including cost of cutting holes and making good the walls etc. :
each
0.005
17.6.2
17.6.3
17.6.4
17.7
17.8
17.9/17.10/
17.11
17.12
17.23
17.24
17.25
17.26/17.27
17.37
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.: -17.0 SANITARY INSTALLATIONS
403
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
Code
No
Description
Unit
17.59
Providing and fixing M.S. stays and clamps for sand cast
iron/centrifugally cast (spun) iron pipes of diameter 100, 75 or 50 mm
each
0.005
17.60
17.61
Providing and fixing trap of self cleansing design with screwed down
or hinged grating with or without vent arm complete, including cost of
cutting and making good the walls and floors :
17.60.1
100 mm inlet and 100 mm outlet
each
0.025
17.60.2
100 mm inlet and 75 mm outlet
each
0.025
100
metre
5.40
100
metre
3.70
100
metre
1.87
Cutting chases in brick masonry walls for following diameter sand
cast iron/ centrifugally cast (spun) iron pipes and making good the
same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6
graded stone aggregate 12.5 mm nominal size ) including necessary
plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand)
:
17.61.1
17.61.2
17.61.3
100 mm dia.
75 mm dia.
50 mm dia.
* White Cement.
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.: -17.0 SANITARY INSTALLATIONS
404
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
18.0 WATER SUPPLY
Code
No
Description
18.1/18.4/
Providing and fixing G.I./ PE-AL-PE/ PP-R pipes complete with
fittings and clamps, including cutting and making good the walls etc.
18.7/18.10
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
Internal work – Exposed on wall.
18.2/18.5/
18.8/18.11
18.32
18.10.1
15 mm dia. nominal bore
100 metre
0.05
18.10.2
20 mm dia. nominal bore
100 metre
0.06
18.10.3
25 mm dia. nominal bore
100 metre
0.07
18.10.4
32 mm dia. nominal bore
100 metre
0.075
18.10.5
40 mm dia. nominal bore
100 metre
0.08
18.10.6
50 mm dia. nominal bore
100 metre
0.08
100 metre
0.88
each
0.26
each
1.44
Concealed pipes including painting with anti corrosive bitumastic
paint, cutting chases and making good the wall
Constructing masonry Chamber 30x30x50 cm, inside with 75 class
designation brick work in cement mortar 1:5 (1 cement :5 fine sand)
for stop cock, with C. I. surface box 100x100 x75 mm (inside) with
hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2
coarse sand : 4 graded stone aggregate 20 mm nominal size )
necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine
sand:10 graded stone aggregate 40mm nominal size ) and inside
plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm
thick finished with a floating coat of neat cement complete as per
standard design :
18.32.1
18.33
Constructing masonry Chamber 60x60x75 cm, inside with 75 class
designation brick work in cement mortar 1:5 (1 cement : 5 fine sand)
for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm
bottom diameter and 180 mm deep ( inside) with chained lid and
RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone
aggregate 20mm nominal size ) necessary excavation foundation
concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate
40 mm nominal size) and inside plastering with cement mortar 1:3 (1
cement : 3 coarse sand) 12 mm thick finished with a floating coat of
neat cement complete as per standard design :
18.33.1
18.34
With F.P.S. bricks
With F.P.S. bricks
Constructing masonry Chamber 90x90x100 cm, inside with 75 class
designation brick work in cement mortar 1:5 (1 cement : 5 fine sand)
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -18.0 WATER SUPPLY
405
Code
No
Description
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
for sluice valve, with C.I. surface box 100 mm. top diameter, 160
mm bottom diameter and 180 mm deep (inside) with chained lid and
RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size ) necessary excavation foundation
concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate
40 mm nominal size ) and inside plastering with cement mortar 1:3
(1 cement : 3 coarse sand) 12 mm thick finished with a floating coat
of neat cement complete as per standard design :
18.34.1
18.35
2.48
With F.P.S. bricks
each
3.50
each
1.30
each
1.34
Constructing masonry Chamber 60x60x75 cm, inside with 75 class
designation brick work in cement mortar 1:5 (1 cement : 5 fine sand)
for fire hydrants, with C.I. surface box 350x350 mm. top and 165
mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size) necessary excavation foundation concrete 1:5:10 (1 cement : 5
fine sand:10 graded stone aggregate 40 mm nominal size) and
inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)
12 mm thick finished with a floating coat of neat cement complete as
per standard design :
18.36.1
18.37
each
Constructing masonry Chamber 120x120x100 cm, inside with 75
class designation brick work in cement mortar 1:5 (1 cement : 5 fine
sand) for sluice valve, with C.I. surface box 100 mm. top diameter,
160 mm bottom diameter and 180 mm deep ( inside) with chained
lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) necessary excavation
foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone
aggregate 40 mm nominal size) and inside plastering with cement
mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a
floating coat of neat cement complete as per standard design :
18.35.1
18.36
With F.P.S. bricks
With F.P.S. bricks
Constructing masonry Chamber 60x45x50 cm, inside with 75 class
designation brick work in cement mortar 1:5 (1 cement : 5 fine sand)
for water meter complete with C.I. double flap surface box
400x200x200 mm (inside) with locking arrangement and RCC top
slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate
20 mm nominal size) necessary excavation foundation concrete
1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm
nominal size) and inside plastering with cement mortar 1:3 (1
cement : 3 coarse sand) 12 mm thick finished with a floating coat of
neat cement complete as per standard design :
18.37.1
With F.P.S. bricks
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -18.0 WATER SUPPLY
406
Code
No
Description
18.76
Cutting holes up to 30x30 cm in walls including making good the
same:
18.76.1
18.77
18.78
18.79
Unit
With F.P.S. bricks
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
100 nos.
2.92
Cutting holes up to 15x15cm in R.C.C. floors and roofs for passing
drain pipe etc. and repairing the hole after insertion of drain pipe etc.
with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) including finishing complete
so as to make it leak proof.
100 nos.
0.70
Making chases up to 7.5x7.5 cm in walls including making good and
finishing with matching surface after housing G.I. pipe etc.
100 metre
0.88
Making hole up to 20x20 cm and embedding pipes up to 150 mm
diameter in masonry and filling with cement concrete 1:3:6 (1
cement : 3 coarse sand 6 graded stone aggregate 20 mm nominal
size) including disposal of malba.
100 metre
4.90
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -18.0 WATER SUPPLY
407
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
19.0 DRAINAGE
Code
No
Description
19.1
Jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement
mortar in the proportion of 1:1 (1 cement : 1 fine sand) including
testing of joints etc. complete :
19.2
19.3
19.4
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
19.1.1
100 mm diameter
100 metre
2.17
19.1.2
150 mm diameter
100 metre
3.23
19.1.3
200 mm diameter
100 metre
4.33
19.1.4
230 mm diameter
100 metre
4.87
19.1.5
250 mm diameter
100 metre
5.40
19.1.6
300 mm diameter
100 metre
6.47
Laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded
stone aggregate 40 mm nominal size) alround S.W. pipes including
bed concrete as per standard design:
19.2.1
100 mm diameter S.W. pipe
100 metre
19.24
19.2.2
150 mm diameter S.W. pipe
100 metre
23.53
19.2.3
200 mm diameter S.W. pipe
100 metre
27.43
19.2.4
230 mm diameter S.W. pipe
100 metre
30.03
19.2.5
250 mm diameter S.W. pipe
100 metre
31.72
Laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded
stone aggregate 40 mm nominal size) upto haunches of S.W. pipes
including bed concrete as per standard design :
19.3.1
100 mm diameter S.W. pipe
100 metre
9.14
19.3.2
150 mm diameter S.W. pipe
100 metre
14.82
19.3.3
200 mm diameter S.W. pipe
100 metre
17.42
19.3.4
230 mm diameter S.W. pipe
100 metre
19.11
19.3.5
250 mm diameter S.W. pipe
100 metre
20.28
19.3.6
300 mm diameter S.W. pipe
100 metre
23.40
each
0.27
Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete
with C.I. grating brick masonry chamber with water tight C.I. cover
with frame of 300 x300 mm size (inside) the weight of cover to be not
less than 4.50 kg and frame to be not less than 2.70 kg as per
standard design :
19.4.1
100x100 mm size P type
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.:. -19.0 DRAINAGE
408
Code
No
19.6
19.7
Description
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
19.4.2
150 x 100 mm size P type.
each
0.26
19.4.3
180x150 mm size P type
each
0.25
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes
with collars jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand) including testing of joints
etc. complete :
19.6.1
100 mm dia. R.C.C. pipe
100 metre
0.50
19.6.2
150 mm dia. R.C.C. pipe
100 metre
0.60
19.6.3
250 mm dia. R.C.C. pipe
100 metre
0.90
19.6.4
300 mm dia. R.C.C. pipe
100 metre
1.10
19.6.5
450 mm dia. R.C.C. pipe
100 metre
2.40
19.6.6
500 mm dia. R.C.C. pipe
100 metre
2.60
19.6.7
600 mm dia. R.C.C. pipe
100 metre
3.20
19.6.8
700 mm dia. R.C.C. pipe
100 metre
3.70
19.6.9
800 mm dia. R.C.C. pipe
100 metre
4.20
19.6.10
900 mm dia. R.C.C. pipe
100 metre
4.90
19.6.11
1000 mm dia. R.C.C. pipe
100 metre
5.50
19.6.12
1100 mm dia. R.C.C. pipe
100 metre
6.10
19.6.13
1200 mm dia. R.C.C. pipe
100 metre
6.80
Inside size 90x80 cm and 45 cm deep including C.I. cover
with frame (light duty) 455x610 mm internal dimensions
each
2.92
Inside size 120x90 cm and 90 cm deep including C.I.
cover with frame (medium duty) 500 mm internal diameter
each
4.73
Inside size 120x90 cm and 90 cm deep including C.I.
cover with frame (heavy duty) 560 mm internal diameter,
each
4.73
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement
: 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size), foundation
concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone
aggregate 40mm nominal size) inside plastering 12mm thick with
cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating
coat of neat cement and making channels in cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal
size) finished with a floating coat of neat cement complete as per
standard design :
19.7.1
19.7.2
19.7.3
19.8
Unit
Extra for depth for manholes
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.:. -19.0 DRAINAGE
409
Code
No
19.9
Description
19.11
Size 90x80 cm
metre
1.26
19.8.2
Size 120x90 cm
metre
1.52
0.91 m deep with S.F.R.C. cover and frame (heavy duty,
HD-20 grade designation) 560mm internal diameter ) :
each
2.75
Extra depth for circular type manhole 0.91m internal dia (at bottom)
with beyond 0.91m to 1.67m
metre
1.40
1.68 m deep with SFRC Cover and frame (heavy duty
HD-20 grade designation) 560mm internal diameter
each
5.39
Extra depth for circular type manhole 1.22m internal dia (at bottom)
beyond 1.68 m to 2.29 m
metre
1.43
2.30m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560mm internal diameter
each
10.86
Extra depth for circular type manhole 1.52 m internal dia (at bottom)
beyond 2.30 m
metre
3.11
Constructing brick masonry circular type manhole 0.91m internal dia
at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4
coarse sand), in side cement plaster 12 mm thick with cement mortar
1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat
cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6
graded stone aggregate 40mm nominal size), and making necessary
channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20mm nominal size) finished with a floating
coat of neat cement all complete as per standard design :
Constructing brick masonry circular manhole 1.22m internal dia at
bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4
coarse sand) inside cement plaster 12mm thick with cement mortar
1:3 (1 cement :3 coarse sand) finished with a floating coat of neat
cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 40mm nominal size) and making necessary
channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20mm nominal size) finished with a floating
coat of neat cement all complete as per standard design :
19.11.1
19.12
19.13
Constructing brick masonry circular manhole 1.52 m internal dia at
bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4
coarse sand) inside cement plaster 12mm thick with cement mortar
1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat
cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 40mm nominal size) and making necessary
channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20mm nominal size) finished with a floating
coat of neat cement all complete as per standard design :
19.13.1
19.14
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
19.8.1
19.9.1
19.10
Unit
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.:. -19.0 DRAINAGE
410
Description
19.15
Providing M.S. foot rests including fixing in manholes with 20x20x10
cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 20 mm nominal size) as per standard design
100 nos.
0.88
Providing orange colour safety foot rest of minimum 6 mm thick
plastic encapsulated as per IS : 10910 on 12mm dia steel bar
conforming to IS : 1786 having minimum cross section as 23
mmx25mm and over all minimum length 263 mm and width as
165mm with minimum 112 mm space between protruded legs having
2 mm tread on top surface by ribbing or chequering besides
necessary and adequate anchoring projections on tail length on 138
mm as per standard drawing and suitable to with stand the bend test
and chemical resistance test as per specifications and having
manufacture's permanent identification mark to be visible even after
fixing, including fixing in manholes with 30x20x15 cm cement
concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) complete
100 nos
1.98
Replacement of M.S. foot rests in manholes including dismantling
concrete blocks and fixing with 20x20x10 cm cement concrete blocks
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size) :
100 nos
0.88
19.16
19.17
19.19
19.21
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
Code
No
Providing and fixing in position precast R.C.C. manhole cover and
frame of required shape and approved quality
19.19.1
L D- 2.5
19.19.1.1
Rectangular shape 600x450mm internal dimensions
each
0.128
19.19.1.2
Square shape 450mm internal dimensions
each
0.096
19.19.1.3
Circular shape 450mm internal diameter
each
0.096
19.19.2
M D - 10
19.19.2.1
Square shape 450mm internal dimension
each
0.128
19.19.2.2
Circular shape 500mm internal diameter
each
0.096
19.19.3
H D - 20
19.19.3.1
Circular shape 560 mm internal diameter
each
0.096
19.19.4
EHD - 35
19.19.4.1
Circular shape 560 mm internal dia.
each
0.096
Making connection of drain or sewer line with existing manhole
including breaking into and making good the walls, floors with cement
concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) cement plastered on both sides with
cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating
coat of neat cement and making necessary channels for the drain etc.
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.:. -19.0 DRAINAGE
411
Code
No
Description
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
complete :
19.22
19.23
19.27
19.28
19.29
19.30
19.21.1
For pipes 100 to 230 mm diameter
each
0.056
19.21.2
For pipes 250 to 300 mm diameter
each
0.095
19.21.3
For pipes 350 to 450 mm diameter
each
0.153
Providing sand cast iron drop connection externally for 60 cm drop
from branch sewer line to main sewer manhole including inspection
and cleaning eye with chain and lid, sand cast iron drop pipe and
bend encased alround with cement concrete 1:5:10 (1 cement : 5 fine
sand : 10 graded stone aggregate 40 mm nominal size) with all
centring and shuttering required, cutting holes in walls and making
good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand)
plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on
inside of the manhole wall lead caulked joints between sand cast iron
pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand)
joints between sand cast iron tee and S.W. pipe, making required
channels complete as per standard design and specifications :
19.22.1
100 mm dia. sand cast iron drop connection
each
0.34
19.22.2
150 mm dia. sand cast iron drop connection
each
0.46
Extra for depths beyond 60 cm of sand cast iron drop connection
complete :
19.23.1
For 100 mm dia. sand cast iron drop connection
metre
0.21
19.23.2
For 150 mm dia. sand cast iron drop connection
metre
0.26
Constructing brick masonry road gully chamber 50x45x60 cm with
bricks of class designation 75 in cement mortar 1:4 (1 cement : 4
coarse sand) including 500x450 mm precast R.C.C. horizontal grating
with frame complete as per standard design :
each
0.93
Constructing brick masonry road gully chamber 45x45x77.5 cm with
bricks of class designation 75 in cement mortar 1:4 (1 cement : 4
coarse sand ) with precast R.C.C. vertical grating complete as per
standard design :
each
0.82
Constructing brick masonry road gully chamber 110x50x77.5 cm with
bricks of class designation 75 in cement mortar 1:4 (1 cement : 4
coarse sand) including 500x450 mm precast R.C.C. horizontal grating
with frame and vertical grating complete as per standard design :
each
1.66
Constructing brick masonry chamber for underground C.I. inspection
chamber and bends with 75 class designation bricks in cement
mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light
duty) 455x610 mm internal dimensions, total weight of cover with
frame to be not less than 38 kg (weight of cover 23 kg and weight of
frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.:. -19.0 DRAINAGE
412
Code
No
Description
Unit
Quantity of
cement to
be used per
unit
quantity of
work
(Quintals)
: 4 graded stone aggregate 20 mm nominal size) foundation concrete
1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm
nominal size), inside plastering 12 mm thick with cement mortar 1:3
(1 cement : 3 coarse sand) finished smooth with a floating coat of
neat cement on walls and bed concrete etc. complete as per standard
design :
19.30.1
19.30.2
19.30.3
19.31
19.32
19.34
Inside dimensions 455x610 mm and 45 cm deep for
single pipe line :
each
0.90
Inside dimensions 500x700 mm and 45 cm deep for pipe
line with one or two inlets :
each
1.02
Inside dimensions 600x 850 mm and 45 cm deep for pipe
line with three or more inlets :
each
1.27
Extra for depth beyond 45 cm of brick masonry chamber :
19.31.1
For 455x610 mm size
metre
0.87
19.31.2
For 500x700 mm size
metre
0.95
19.31.3
For 600x850 mm size
metre
1.12
each
0.072
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry
brick honey comb shaft with bricks of class designation 75 and S.W.
drain pipe 100 mm diameter, 1.8 m long complete as per standard
design.
Providing and fixing S.W. intercepting trap in manholes with stiff
mixture of cement mortar 1:1 (1 cement : 1 fine sand) including
testing of joints etc. complete :
19.34.1
100 mm dia
each
0.013
19.34.2
150 mm dia
each
0.019
COEFFICIENTS FOR CEMENT CONSUMPTION S.H.:. -19.0 DRAINAGE
413
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
20.0 PILE WORK
Code
No
Description
20.1
Providing, driving and installing driven cast-in-situ reinforced cement
concrete piles of specified diameter and length below the pile cap M
35 in cement concrete, to carry safe working load not less than
specified, excluding the cost of steel reinforcement but including the
cost of shoe and the length of pile to be embedded in the pile cap etc.
all complete. (Length of pile for payment shall be measured from top
of shoe to the bottom of pile cap) :
20.2
Unit
Quantity
of cement
to used
per unit
quantity
of work
(quintals
20.1.1
400 mm dia piles
metre
0.537
20.1.2
450 mm dia piles
metre
0.681
20.1.3
500 mm dia piles
metre
0.840
20.1.4
550 mm dia piles
metre
1.017
20.1.5
750 mm dia piles.
metre
1.889
20.1.6
1000 mm dia piles.
metre
3.360
20.1.7
1200 mm dia piles.
metre
4.836
20.1.8
1500 mm dia piles.
metre
7.561
Boring, providing and installing bored cast-in-situ reinforced cement
concrete pile of specified diameter and length below the pile cap M
35 in cement concrete, to carry a safe working load not less than
specified, excluding the cost of steel reinforcement but including the
cost of boring with, 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, including
removal of excavated earth with all lifts and leads (Length of pile for
payment shall be measured upto bottom of pile cap).
20.2.1
300 mm dia piles
metre
0.302
20.2.2
400 mm dia piles
metre
0.537
20.2.3
450 mm dia piles
metre
0.681
20.2.4
500 mm dia. piles
metre
0.840
20.2.5
600 mm dia piles
metre
1.209
20.2.6
750 mm dia piles.
metre
1.889
20.2.7
1000 mm dia piles.
metre
3.360
20.2.8
1200 mm dia piles.
metre
4.836
20.2.9
1500 mm dia piles.
metre
7.561
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -20.0 PILE WORK
414
Code
No
Description
20.3
Boring, Providing and installing cast in situ single under reamed piles
of specified diameter and length below pile cap in M 35 cement
concrete, to carry a safe working load not less than specified,
excluding the cost of steel reinforcement but including the cost of
boring with bentonite solution and the length of the pile to be
embedded in pile cap etc. all complete. (Length of pile for payment
shall be measured upto to the bottom of pile cap) :
20.4
20.5
Unit
Quantity
of cement
to used
per unit
quantity
of work
(quintals
20.3.1
300 mm dia piles.
metre
0.333
20.3.2
400 mm dia piles
metre
0.633
20.3.3
450 mm dia piles
metre
0.816
20.3.4
550 mm dia piles
metre
1.027
Extra over item No. 20.3 for providing additional bulb in under reamed
piles, under specified dia meter (Only the quantity of extra bulbs are
to be paid).
20.4.1
300mm dia piles.
each
0.141
20.4.2
400mm dia piles.
each
0.27
20.4.3
450 mm dia piles.
each
0.347
20.4.4
550 mm dia piles.
each
0.437
Providing, driving and installing driven Pre-cast reinforced cement
concrete piles of specified diameter and length below the pile cap in
M 35 cement concrete to carry safe working load not less than
specified. With a central through preformed hole with M.S. black pipe
of dia, 40mm for grouting with cement sand grouting of mix 1:2 (1
cement : 2 coarse sand) under sufficient positive pressure to ensure
complete filling including centring, shuttering, driving and removing
the steel casing pipe and lifting casing etc. complete but excluding
the cost of steel reinforcement. (Length of pile for payment shall be
measured from top of the shoe to the bottom of pile cap).
20.5.1
400 mm dia piles.
metre
0.621
20.5.2
450 mm dia piles.
metre
0.784
20.5.3
500 mm dia piles.
metre
0.959
20.5.4
550 mm dia piles.
metre
1.168
20.5.5
750 mm dia piles.
metre
2.663
20.5.6
1000 mm dia piles.
metre
3.839
COEFFICIENTS FOR CEMENT CONSUMPTION S.H. -20.0 PILE WORK
415
1.0 COEFFICIENTS FOR CEMENT CONSUMPTION
22.0 WATER PROOFING
Code
No
Description
22.1
Providing and laying integral cement based treatment for water
proofing on horizontal surface at all depth below ground level for
under ground structures as directed by Engineer-in-Charge and
consisting of : i) Ist layer of 22mm to 25mm thick approved and
specified rough stone slab over a 25mm thick base of cement mortar
1:3 (1 cement : 3 coarse sand) mixed with water proofing compound
conforming to IS:2645 in the recommended proportion over the
leveling course (leveling course to be paid separately). Joints sealed
and grouted with cement slurry mixed with water proofing compound
. ii) 2nd layer of 25mm thick cement mortar 1:3 (1 cement : 3 coarse
sand) mixed with water proofing compound in recommended
proportions. iii) Finishing top with stone aggregate of 10mm to 12mm
nominal size spreading @ 8 cudm/sqm thoroughly embedded in the
2nd layer.
22.1.1
22.2
Quantity
of cement
to used
per unit
quantity
of work
(quintals)
sqm
0.342
sqm
0.443
sqm
0.158
Providing and laying integral cement based treatment for water
proofing on the vertical surface by fixing specified stone slab 22 mm
to 25mm thick with cement slurry mixed with water proofing
compound conforming to IS:2645 in recommended proportions with a
gap of 20mm (minimum) between stone slabs and the receiving
surfaces and filling the gaps with neat cement slurry mixed with water
proofing compound and finishing the exterior of stone slab with
cement mortar 1:3 (1 cement : 3 coarse sand) 20mm thick with neat
cement punning mixed with water proofing compound in
recommended proportion complete at all levels and as directed by
Engineer-in-charge :
22.2.1
22.3
Using rough kota stone.
Unit
Using rough Kota stone
Providing and laying water proofing treatment to vertical and
horizontal surfaces of depressed portions of W.C., kitchen and the
like consisting of :
i)
Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with
water proofing compound conforming to IS 2645 in
recommended proportions including rounding off junction of
vertical and horizontal surface.
ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse
sand) mixed with water proofing compound in recommended
proportion including rounding off junction of vertical and
COEFFICIENTS FOR CEMENT CONSUMPTION – S.H. -22.0 WATER PROOFING
416
Code
No
Description
Unit
Quantity
of cement
to used
per unit
quantity
of work
(quintals)
Providing and laying water proofing treatment in sunken portion of
WCs, bathroom etc., by applying cement slurry mixed with water
proofing cement compound consisting of applying : a) First layer of
slurry of cement @ 0.488 kg/sqm mixed with water proofing cement
compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4
hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed
with water proofing cement compound @ 0.126 kg/sqm. This layer
will be allowed to air cure for 4 hours followed with water curing for 48
hours. The rate includes preparation of surface, treatment and
sealing of all joints, corners, junctions of pipes and masonry with
polymer mixed slurry.
sqm
0.0123
Providing and laying water proofing treatment on roofs of slabs by
applying cement slurry mixed with water proofing cement compound
consisting of applying : a) after surface preparation, first layer of
slurry of cement @ 0.488 kg/sqm mixed with water proofing cement
compound @ 0.253 kg/sqm. b) laying second layer of Fibre glass
cloth when the first layer is still green. Overlaps of joints of fibre cloth
should not be less than 10 cm. c) third layer of 1.5 mm thickness
consisting of slurry of cement @ 1.289 kg/sqm mixed with water
proofing cement compound @ 0.670 kg/sqm and coarse sand @
1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by
water curing for 48 hours. The entire treatment will be taken upto
30cm on parapet wall and tucked into groove in parapet all around. d)
fourth and final layer of brick tiling with cement mortar (which will be
paid for separately For the purpose of measurement the entire
treated surface will be measured.
sqm
0.0195
horizontal surface.
iii) IIIrd course of applying blown or residual bitumen applied hot at
1.7 Kg. per sqm of area.
iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of
PVC sheet should be 100 mm wide and pasted to each other
with bitumen @ 1.7 Kg/sqm.)
22.5
22.6
22.7
Providing and laying integral cement based water proofing treatment
including preparation of surface as required for treatment of roofs,
balconies, terraces etc consisting of following operations: a) Applying
a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed
with water proofing compound conforming to IS. 2645 and approved
by Engineer-in-charge over the RCC slab including adjoining walls
upto 300mm height including cleaning the surface before treatment.
b) Laying brick bats with mortar using broken bricks/brick bats 25 mm
to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse
sand) admixed with water proofing compound conforming to IS : 2645
and approved by Engineer-in-charge over 20 mm thick layer of
COEFFICIENTS FOR CEMENT CONSUMPTION – S.H. -22.0 WATER PROOFING
417
Code
No
Description
Unit
Quantity
of cement
to used
per unit
quantity
of work
(quintals)
sqm
0.387
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size)
cum
3.20
22.14.2
Cement mortar 1:3 (1 cement : 3 coarse sand)
cum
5.10
22.14.3
Cement mortar 1:4 (1cement : 4 coarse sand)
cum
3.80
cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with
water proofing compound conforming to IS : 2645 and approved by
Engineer-in-charge to required slope and treating similarly the
adjoining walls upto 300 mm height including rounding of junctions of
walls and slabs c) After two days of proper curing applying a second
coat of cement slurry using 2.75kg/ sqm of cement admixed with
water proofing compound conforming to IS : 2645 and approved by
Engineer-in-charge. d) Finishing the surface with 20 mm thick
jointless cement mortar of mix 1:4 (1 cement :4 coarse sand)
admixed with water proofing compound conforming to IS : 2645 and
approved by Engineer-in-charge including laying glass fibre cloth of
approved quality in top layer of plaster and finally finishing the surface
with trowel with neat cement slurry and making pattern of 300x300
mm square 3mm deep. e) The whole terrace so finished shall be
flooded with water for a minimum period of two weeks for curing and
for final test. All above operations to be done in order and as directed
and specified by the Engineer-in-Charge :
22.7.1
22.14
With average thickness of 120mm and minimum thickness
at khurra as 65 mm.
Grading roof for water proofing treatment with
22.14.1
COEFFICIENTS FOR CEMENT CONSUMPTION – S.H. -22.0 WATER PROOFING
418
COEFFICIENT
FOR BITUMEN
CONSUMPTION
419
2.0 COEFFICIENT FOR BITUMEN CONSUMPTION
16.0 ROAD WORK
Code
No
Description
Unit
Quantity
of bitumen
to be used
per unit
quantity of
work
(quintals)
Surface dressing on new surface with paving bitumen of grade A-90/S-90
of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of
stone chippings 13.2 mm nominal size per 100 sqm of road surface
including consolidation with road roller of 6 to 8 tonne capacity etc.
complete:
sqm
0.0225
Surface dressing on new surface in two coats with bitumen of grade A90/S-90 of approved quality using 1.8kg.of bitumen per sqm with 1.5cum
of stone chippings 13.2mm nominal size per 100 sqm of road surface for
first coat and 1.1kg. of bitumen per sqm. with 1.00 cu. metre of stone
chippings 11.2mm nominal size per 100 sqm. of road surface for second
coat including consolidation of each coat separately with road roller of 6
to 8 tonne capacity etc. complete.
sqm
0.029
Surface dressing on old surface with hot bitumen of grade A-90/ S-90 of
approved quality using 1.95 kg of bitumen per sqm. with 1.50 cum of
stone chippings 11.2 mm nominal size per 100 sqm of road surface
including consolidation with road roller of 6 to 8 tonne capacity, etc.
complete.
sqm
0.0195
sqm
0.0195
sqm
0.0122
sqm
0.0075
SURFACE DRESSING
16.25
16.26
16.27
16.28
Surface dressing one coat on new surface with bitumen of specified
grade at a rate of 1.95 kg/sqm. of surface area with 1.5 cum. of stone
chippings 13.2 mm nominal size per 100 sqm. of road surface including
consolidation with road roller of 6 to 8 tonne capacity , etc. complete :
16.28.1
16.29
Using bitumen emulsion (minimum 50% bitumen content RS grade conforming to IS : 8887).
Surface dressing one coat on old surface with bitumen of specified grade
at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone
chippings 11.2 mm nominal size per 100 sqm. of road surface including
consolidation with road roller of 6 to 8 tonne capacity etc. complete :
16.29.1
Using bitumen emulsion (minimum 50% bitumen content RS grade conforming to IS : 8887).
PREMIX CARPET
16.30
Providing and applying tack coat using hot straight run bitumen of grade
80/ 100 including heating the bitumen, spraying the bitumen with
mechanically operated spray unit fitted on bitumen boiler, cleaning and
preparing the existing road surface as per specifications :
16.30.1
On W.B.M. @ 0.75 Kg / sqm.
COEFFICIENT FOR BITUMEN CONSUMPTION –SH: 16.0 ROAD WORK
421
Code
No
Description
16.30.2
16.31
16.32
16.35
sqm
0.0050
16.31.1
On W.B.M @ 0.4kg/sqm.
sqm
0.0040
16.31.2
On bituminous surface @ 0.25kg/sqm.
sqm
0.0025
With paving Asphalt 80 /100 heated and then mixed with
solvent at the rate of 70 grams per kg of asphalt.
sqm
0.0144
16.32.2
With paving Asphalt 60/70 with no solvent
sqm
0.0144
16.32.3
With Refinery Modified Bitumen CRMB 55 conforming to
IRC : SP : 53-1999.
sqm
0.0144
With paving Asphalt 80/100 heated and then mixed with
solvent at the rate of 70 grams per kg of asphalt.
sqm
0.018
16.33.2
With paving Asphalt 60/70 with no solvent
sqm
0.018
16.33.3
With Refinery Modified Bitumen CRMB 55 conforming to
IRC : SP : 53-1999.
sqm
0.018
2 cm premix carpet surfacing with 2.4cum of stone chippings 11.2 mm
nominal size per 100 sqm and bitumen emulsion (medium setting min.
65% bitumen content) complying with IS : 8887-1995 using 96kg per cum
of chipping including consolidation with road roller of 6 to 9 tonne
capacity etc. complete .
sqm
0.033*
2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm
nominal size per 100 sqm and bitumen emulsion (medium setting min.
65% bitumen contents) complying with IS : 8887-1995 using 96 kg per
cum of chippings of road surface including consolidation with road roller
etc complete .
sqm
0.0388*
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone
chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm.
and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2
mm and 11.2 mm size respectively including a tack coat with hot straight
run bitumen including consolidation with road roller of 6 to 9 tonne
capacity etc. complete: (tack coat to be paid for separately).
2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone
chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52
kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and
11.2 mm size respectively including a tack coat with hot straight run
bitumen including consolidation with road roller of 6 to 9 tonne capacity
etc. complete. (tack coat to be paid for separately) :
16.33.1
16.34
Quantity
of bitumen
to be used
per unit
quantity of
work
(quintals)
Providing and applying tack coat using bitumen emulsion (Rapid Setting)
complying with IS 8887-1995, spraying the bitumen emulsion with
mechanically operated spray unit, cleaning and preparing the existing
road surface as per specifications :
16.32.1
16.33
On bituminous surface @ 0.50 Kg / sqm.
Unit
COEFFICIENT FOR BITUMEN CONSUMPTION –SH: 16.0 ROAD WORK
422
Code
No
Description
16.36
Providing and laying Bitumen Penetration Macadam with hard stone
aggregate of quality, size and grading as specified, with bitumen of
suitable penetration grade including required key aggregate as specified,
spreading coarse aggregate with the help of self propelled / tipper tail
mounted aggregate spreader and applying bitumen by a pressure
distributor and then spreading key aggregate with the help of aggregate
spreader complete including consolidation with road roller of minimum 8
to 10 tonne capacity to achieve specified values of compaction and
surface accuracy :
16.36.1
16.36.2
Unit
Quantity
of bitumen
to be used
per unit
quantity of
work
(quintals)
For 50mm compacted thickness using coarse aggregate
of size 50-20 mm graded @ 0.60 cum per 10 sqm key
aggregate of size 12.5 mm graded @ 0.15 cum per 10
sqm. With paving asphalt 80/100 @ 50 kg/10 sqm.
sqm
0.05
For 75 mm compacted thickness in two layers using stone
aggregate of size 63-41 mm graded @ 0.90 cum per 10
sqm key aggregate of size 20.0 mm graded @ 0.18 cum
per 10 sqm. With paving asphalt 80/100 @ 68 kg/10 sqm.
sqm
0.068
MASTIC AND BITUMASTIC WEARING COURSE
16.37
16.38
Providing and laying bitumen mastic wearing course (as per
specifications) with industrial bitumen of grade 85/25 conforming to IS :
702 prepared by using mastic cooker and laid to required level and slope
including providing antiskid surface with bitumen precoated fine grained
hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm
and at approximates spacing of 10cm centre to centre in both directions,
pressed into surface protruding 1mm to 4mm over mastic surface,
including cleaning the surface, removal of debris etc. all complete. (
Considering bitumen using 10.2% as per MORTH specification .)
16.37.1
25mm thick.
sqm
0.0586
16.37.2
40 mm thick
sqm
0.0938
With paving Asphalt 80/100 heated and then mixed with
solvent at the rate of 70 grams per kg of asphalt.
sqm
0.0303
16.38.2
With paving Asphalt 60/70.
sqm
0.0303
16.38.3
With Refinery Modified Bitumen CRMB 55 conforming to
sqm
0.0303
2.5 cm thick bitumastic sheet with hot bitumen of approved quality using
stone chippings (60% 12.5 mm nominal size and 40% 10 mm nominal
size) @ 1.65 cum per 100 sqm and coarse sand at 1.65 cum per 100
sqm of road surface and with bitumen @ 56 kg/cum of stone chippings
and @ 128 kg/cum. of sand over a tack coat with hot straight run bitumen
including consolidation with road roller of 8 to 10 tonne etc. complete.
(tack coat to be paid separately) :
16.38.1
COEFFICIENT FOR BITUMEN CONSUMPTION –SH: 16.0 ROAD WORK
423
Code
No
Description
Unit
Quantity
of bitumen
to be used
per unit
quantity of
work
(quintals)
With paving Asphalt 80/100 heated and then mixed with
solvent at the rate of 70 grams per kg of asphalt.
sqm
0.0479
16.39.2
With paving asphalt 60/70 with no solvent
sqm
0.0479
16.39.3
With Refinery Modified Bitumen CRMB 55 conforming to
IRC : SP : 53-1999.
sqm
0.0479
Providing and laying seal coat of premixed fine aggregate ( passing 2.36
mm and retained on 180 micron sieve) with bitumen using 128 kg of
bitumen of grade 80 / 100 bitumen per cum of fine aggregate and 0.60
cum of fine aggregate per 100 sqm of road surface including rolling and
finishing with road roller all complete.
sqm
0.0077
Providing and laying seal coat over prepared surface of road with
bitumen heated in bitumen boiler fitted with the spray set spraying using
98 kg of bitumen of grade 80/100 and blinding surface with 0.90cum of
stone aggregate of 6.7 mm size (Passing 11.2mm sieve and retained on
2.36mm sieve) per 100 sqm of road surface including rolling and finishing
with power road roller all complete.
sqm
0.0098
cum
1.15
IRC : SP : 53-1999.
16.39
4 cm thick bitumastic sheet with hot bitumen of approved quality using
stone chippings (60% 12.5mm nominal size and 40% 10mm nominal
size) @ 2.60cum per 100 sqm and coarse sand at 2.60cum per 100 sqm
of road surface and with bitumen @ 56 kg/cum. of stone chippings and at
128 kg/cum of sand over a tack coat with hot straight run bitumen
including consolidation with road roller of 8 to 10 tonne etc. complete.
(tack coat to be paid separately) :
16.39.1
SEAL COAT
16.40
16.41
16.54
Providing and laying Dense Bituminous macadam on prepared surface
with specified graded crushed stone aggregate for profile corrective base/
binding course including loading of aggregate with FE loader and hot
mixing of stone aggregate, filler and bitumen in hot mix plant, transporting
the mixed material by tippers to paver and laying the mixed material with
paver finisher fitted with electronic sensing device to the required level
and grade and rolling by road roller as per MORTH specifications, to
achieve the desired density, but excluding the cost of primer / tack coat.
16.54.1
16.55
50/75mm average compacted thickness with bitumen of
60/70 grade @ 5% (percentage by weight of total mix) and
lime filler @ 2% (percentage by weight of Aggregate).
Providing and laying Bituminous Macadam on prepared surface with
specified graded crushed stone aggregate for profile corrective base/
binder course including loading of aggregate with F.E. loader , hot mixing
of stone aggregates and bitumen in hot mix plant, transporting the mixed
material by tippers to paver and laying the mixed material with paver
COEFFICIENT FOR BITUMEN CONSUMPTION –SH: 16.0 ROAD WORK
424
Code
No
Description
Unit
Quantity
of bitumen
to be used
per unit
quantity of
work
(quintals)
cum
0.7708
cum
1.298
cum
1.298
cum
1.298
finisher fitted with electronic sensing device to the required level and
grade and rolling with road rollers, as per MORTH specification to
achieve the desired density and compaction but excluding the cost of
primer/ tack coat.
16.55.1
16.56
Providing and laying Dense Bituminous concrete on prepared surface
with specified graded stone aggregate for wearing course including
loading of aggregate with F.E. loader , and hot mixing of bitumen with
filler and stone aggregate in hot mix plant , transporting the mixed
material by tippers to paver and laying the mixed material with
mechanical paver finisher fitted with electronic sensing device to the
required level and grade and rolling with road rollers, as per MORTH
specification, to achieve the desired density and compaction but
excluding cost of primer/ tack coat.
16.56.1
16.57
40 mm/50mm compacted thickness with bitumen of grade
60/ 70 @ 5.5% and lime @3% (percentage by weight of
total mix).
Providing and laying Dense Bituminous Concrete on prepared surface
with specified graded stone aggregate for wearing course including
loading of aggregate with F.E. loader, and hot mixing of bitumen with filler
and stone aggregate in hot mix plant, transporting the mixed material by
tippers to paver and laying the mixed material with mechanical paver
finisher fitted with electronic sensing device to the required level and
grade and rolling with road rollers, as per MORTH specifications, to
achieve the desired density and compaction but excluding cost of primer/
tack coat.
16.57.1
16.58
50mm / 75mm average compacted thickness with bitumen
of 60/70 grade @ 3.5% (Percentage by weight of total
mix)
40 mm/50mm compacted thickness with bitumen of grade
CRMB - 60 @ 5.5% and lime @3% (percentage by weight
of total mix).
Providing and laying Dense Bituminous Concrete on prepared surface
with specified graded stone aggregate for wearing course including
loading of aggregate with F.E. loader, and hot mixing of bitumen with filler
and stone aggregate in hot mix plant, transporting the mixed material by
tippers to paver and laying the mixed material with mechanical paver
finisher fitted with electronic sensing device to the required level and
grade and rolling with road rollers, as per MORTH specifications, to
achieve the desired density and compaction but excluding cost of primer/
tack coat.
16.58.1
40 mm/50mm compacted thickness with bitumen of grade
PMB - 40 @ 5.5% and lime @3% (percentage by weight of
COEFFICIENT FOR BITUMEN CONSUMPTION –SH: 16.0 ROAD WORK
425
Code
No
Description
Unit
total mix).
* Including tack coat
COEFFICIENT FOR BITUMEN CONSUMPTION –SH: 16.0 ROAD WORK
426
Quantity
of bitumen
to be used
per unit
quantity of
work
(quintals)
2.0 COEFFICIENT FOR BITUMEN CONSUMPTION
22.0 WATER PROOFING
Unit
Quantity of
bitumen to be
used Per unit
qty of work
(quintals)
sheet should be 100 mm wide and pasted to each other with bitumen @
1.7 Kg/sqm.)
sqm
0.017
Providing and laying water proofing treatment on roofs of slabs by applying
cement slurry mixed with water proofing cement compound consisting of
applying : a) after surface preparation, first layer of slurry of cement @ 0.488
kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b)
laying second layer of Fibre glass cloth when the first layer is still green.
Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of
1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with
water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289
kg/sqm. This will be allowed to air cure for 4 hours followed by water curing
for 48 hours. The entire treatment will be taken upto 30cm on parapet wall
and tucked into groove in parapet all around. d) fourth and final layer of brick
tiling with cement mortar (which will be paid for separately For the purpose of
measurement the entire treated surface will be measured.
sqm
0.01
sqm
0.029
sqm
0.041
Code
No
Description
22.3
Providing and laying water proofing treatment to vertical and horizontal
surfaces of depressed portions of W.C., kitchen and the like consisting of :
i)
Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water
proofing compound conforming to IS 2645 in recommended proportions
including rounding off junction of vertical and horizontal surface.
ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand)
mixed with water proofing compound in recommended proportion
including rounding off junction of vertical and horizontal surface.
iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg.
per sqm of area.
iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC
22.6
22.8
Providing and laying four courses water proofing treatment with bitumen felt
over roofs consisting of first and third courses of blown bitumen 85/25 or
90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area
for each course, second course of roofing felt type 3 grade-I (hessian based
self finished bitumen felt) and fourth and final course of stone grit 6mm and
down size or pea-sized gravel spread at 6 cubic diameter per square metre
including preparation of surface but excluding grading complete with :
22.8.1
22.9
Bitumen felt (hessian base)type 3 grade I conforming to IS :
1322.
Providing and laying six courses water proofing treatment with bitumen felt
over roofs consisting of first, third and fifth course of blown bitumen 85/25 or
90/15 conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per
square metre of area respectively, second and fourth courses of roofing felt
COEFFICIENT FOR BITUMEN CONSUMPTION -S.H.: -22.0 WATER PROOFING
427
Code
No
Unit
Quantity of
bitumen to be
used Per unit
qty of work
(quintals)
Providing and laying six courses water proofing treatment with bitumen felt
over roofs consisting of first, third and fifth courses of blown or / and residual
bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area
respectively, second and fourth courses of roofing felt type 2 grade I (fibre
base self finished bitumen felt) six and final courses of stone grit 6mm and
down size or pea sized gravel spread at 6cu.dm per sqm including
preparation of surface, excluding grading, compete.
sqm
0.0435
Providing and laying six courses water proofing treatment with bitumen felt
over roofs consisting of first, third and fifth courses of blow or/ and residual
bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area
respectively, second and fourth courses of roofing felt type 2 grade II (glass
fibre base self finished bitumen felt) and sixth and final course of stone grit
6mm and down size or pea sized gravel spread at 6 cubic dm per sqm
including preparation of surface but excluding grading, complete.
sqm
0.0435
Providing and laying in situ seven course water proofing treatment with
APP (Atactic poly-propylene) modified Polymeric memberane over roof
consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd, 4th & 6th
courses of bonding material @ 1.20 Kg/sqm which shall consist of blown
type
bitumen
of
grade
85/25
conforming
to
IS
:
702, 3rd and 5th layers of roofing membrane APP modified Polymeric
membrane 1.5mm thick of 2.25 Kg/sqm weight consisting of five
layers prefabricated with centre core as 20micron HMHDPE film
sandwiched on both sides with polymeric mix and the polymeric mix
is protected on both side with 20micron HMHDPE film. 7th, the top
most layer shall be finished with brick tiles of class designation 100
grouted with cement mortar 1:3 (1cement:3 fine sand) mixed with 2%
integral water proofing compound by weight of cement over a 12mm
layer of cement mortar 1:3 (1 cement: 3 fine sand) and finished neat
which shall be paid for separately as per DSR item No. 12.19.
sqm
0.036
Providing and laying in situ five course water proofing treatment with APP
(Atactic Polypropylene) modified Polymeric memberane over roof consisting
of first coat of bitumen primer @ 0.40Kg per sqm, 2nd & 4th courses of
bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen
of grade 85/25 conforming to IS : 702, 3rd layer of roofing membrane APP
modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting
of five layers prefabricated with centre core as l00micron HMHDPE film
sandwiched on both sides with polymeric mix and the polymeric mix is
protected on both side with 20micron HMHDPE film. 5th, the top most layer
shall be finished with brick tiles of class designation 100 grouted with cement
mortar 1.3 (1 cement : 3 fine sand) mixed with 2% integral water proofing
compound by weight of cement over a 12mm layer of cement mortar 1:3 (1
cement : 3 fine sand) and
finished neat which shall be paid for separately
as per DSR item No. 12.19.
sqm
0.024
sqm
0.036
Description
type 3 grade I conforming to IS : 1322 (Hessian based self finished bitumen
felt) conforming to IS : 1322 and sixth and final course of stone grit 6 mm and
down size or pea sized gravel spread at 6 cubic dm per sqm including
preparation of surface but excluding grading, complete.
22.10
22.11
22.15
22.16
22.17
Providing and laying in situ seven course water proofing treatment with APP
(Atactic Polypropylene) modified Polymeric memberane over roof consisting
of first coat of bitumen primer @ 0.40Kg per sqm, 2nd, 4th & 6th courses of
bonding material @ 1.20, Kg/sqm, which shall consist of blown type bitumen
of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing
COEFFICIENT FOR BITUMEN CONSUMPTION -S.H.: -22.0 WATER PROOFING
428
Code
No
Description
Unit
Quantity of
bitumen to be
used Per unit
qty of work
(quintals)
sqm
0.036
sqm
0.024
membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm
weight consisting of five layers prefabricated with centre core as 100micron
HMHDPE film sandwiched on both sides with polymeric mix and the
polymeric mix is protected on both side with 20micron HMHDPE film. 7th, the
top most layer shall be finished with brick tiles of class designation 100
grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2%
integral water proofing compound by weight of cement over a 12 mm layer of
cement mortar 1:3 ( 1 cement: 3 fine sand) and finished neat which shall be
paid for separately as per DSR item No. 12.19.
22.18
Providing and fixing APP (Atactic Polypropylene Polymer) modified
prefabricated five layer 2mm thick water proofing membrance, black finished
reinforced with glass fibre matt consisting of a coat of bitumen primer for
bitumen membrane @ 0.40 ltr/sq. mtr. by the same membrance manufacture
of density at 25°C, 0.87 - 0.89 kg/ ltr and viscocity 70 - 160 cps. Over the
primer coat the layer of membrane shall be laid using Butane torch and
sealing all joints etc., and preparing the surface complete. The vital physical
and chemical parameters of the membrane shall be as under : Joint strength
in longitudinal and transverse direction at 23°C as 350/300 N/ 5cm. Tear
strength in longitudinal and transverse direction as 60/80N. Softening point of
membrane not less than 150°C. Cold flexibility shall be upto -2°C when
tested in accordance with ASTM, D - 5147. The laying of membrane shall be
got done through the authorised applicator of the manufacture of membrane.
22.18.1
22.19
Providing and laying APP (Atactic Polypropylene Polymer) modified
prefabricated five layer, 3mm thick water proofing membrane, black finished
reinforced with glass fibre matt consisting of a coat of bitumen primer for
bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufactured of
density at 25°C, 0.87 - 0.89 kg/ltr and viscocity 70 - 160 cps. Over the primer
coat the layer of membrane shall be laid using butane torch and sealing all
joints etc., and preparing the surface complete. The vital physical and
chemical parameters of the membrane shall be as under : Joint strength in
longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear
strength in longitudinal and transverse direction as 60/80N. Softening point of
membrane not less than 150°C. Cold flexibility shall be upto -2°C when
tested in accordance with ASTM, D - 5147. The laying of membrane shall be
got done through the authorised applicator of the manufacturer of membrane
:
22.19.1
22.20
2mm (for corrugated roof sheets)
3 mm thick
Providing and laying APP (Atactic Polypropylene Polymer) modified
prefabricated five layer 3mm thick water proofing membrane, black finished
reinforced with non-woven polyester matt consisting of a coat of bitumen
primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane
manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscocity 70-160 cps.
Over the primer coat the layer of membrane shall be laid using Butane Torch
and sealing all joints etc., and preparing the surface complete. The vital
physical and chemical parameters of the membrane shall be as under : Joint
strength in longitudinal and transverse direction at 23°C as 650/450N/5cm.
Tear strength in longitudinal and transverse direction as 300/250N. Softening
COEFFICIENT FOR BITUMEN CONSUMPTION -S.H.: -22.0 WATER PROOFING
429
Code
No
Description
Unit
Quantity of
bitumen to be
used Per unit
qty of work
(quintals)
sqm
0.036
point of membrane not less than 150°C. Cold flexibility shall be upto -2°C
when tested in accordance with ASTM, D - 5147. The laying of membrane
shall be got done through the authorised applicator of the manufacturer of
membrane :
22.20.1
3 mm thick
COEFFICIENT FOR BITUMEN CONSUMPTION -S.H.: -22.0 WATER PROOFING
430
S.No.
Correction Slip No.
Reference No.
431
Contents in Brief
S.No.
Correction Slip No.
Reference No.
432
Contents in Brief
Was this manual useful for you? yes no
Thank you for your participation!

* Your assessment is very important for improving the work of artificial intelligence, which forms the content of this project

Download PDF

advertisement