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MUNICIPAL CORPORATION OFGREATER MUMBAI
CITY ENGINEERS AND CHIEF ENGINEERSDEPARTMENT (P&D)
VOLUME-I
UNIFIED SCHEDULE OF RATES FOR
COMMON AND BUILDING CONSTRUCTION WORKS
2013
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FOREWORDING NOTE
Ever since establishment of Bombay Municipal Corporation (now Municipal
Corporation Of Greater Mumbai) in 1888 by the erstwhile British rulers in India , in
the last 125 years of the history of its existence MCGM has catered to every aspect
of the citizen of Mumbai that can be conceived of. Look to heritage buildings like
Victoria Terminus (Chhatrapati Shivaji Terminus), Office of Municipal Corporation,
Dadabai Naoroji Road, Dr. Babasaheb Ambedkar Road, Marine Drive (Netaji
Subhash Road), Prince of Wales Museum, Gateway of India, Malabar Hill Reservoir,
Nair Hospital, Lokmanya Tilak Hospital, KEM Hospital etc which are the service
centers for the citizens. Municipal Services have also been provided in the suburban
and extended suburban areas merged in 1950 & 1957 respectively. The obligatory
duties are performed well but still there is need to improve in quantity and quality of
services to be provided to the citizens.
Ethical governance and righteous work culture will certainly bring positive
changes in design and implementation of projects. One may take an example of the
first Municipal Head Quarter Building, that was completed in year 1893, in four years,
designed by F W Stevens and the execution part was dealt by Project Engineer Shri
RaoSaheb Sitaram Khanderrao Vaidya, who executed the project of 77.70m high
structure and saved Rs.68,000/- as against estimated cost of Rs. 11.80 Lakhs.
The need is to work with precision and accuracy. There shall be harmony
between planning and execution so as to evolve best economics with focused goals.
MCGM is one of the largest local self government in the Asian Continent. In
observance of historic traditions of strong civic activism, with the change in time and
living conditions to match with the urbanization, MCGM has focused in providing
variety of engineering services viz, storm water drain, sewerage, water supply,roads, bridges, solid waste management, environmental services. Beside this, the
Corporation is also providing dedicated services in the Health sector by establishing
Major and Peripheral hospitals.
To update and modernize the mechanism being used for working on related projects
from the stage of conceptualization to execution, the need was realized to revise
prevailing Schedule Of Rates along with specifications which were in operation with
various departments and being prepared individually as per their need and revised at
different span of time, resulting into various anomalies. To overcome all these, it was
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essential to revise the schedule of rates, not only with simple mechanized revision
but incorporating major changes to keep up with the pace of urbanization, civilization,
construction techniques / mechanization and voluminous developments by
restructuring items in the schedule to cover all requirements. This exercise would
provide comfort with designs and field necessities and will assist in effective checks
on creation of extra items during execution.
A conscious decision has been taken to prepare Unified Schedule of Rates to keep
pace with the changing time; a first step forward in this direction. Since long time,
there have been demands made by the stake holders like Municipal Engineers and
Contractors to remove non-uniformity, anomalies and discrepancies in various
schedules of rates for work contracts of various departments of MCGM. Every
department had its own expertise and way of functioning which got reflected in its
independent schedule of rates, which however, had no linkage with the fair market
rates and schedules of other departments, resulting into extra items and fair rates. In
place of earlier 9 Schedule Of Rates, the Unified Schedule of Rates is an effort and
seeks to rectify the defects, discrepancies and non uniformities which will provide
ease and accuracy of estimation to the Engineers.
In view of the enormous and voluminous nature of work, keeping time frame
in perspective and above all, to ensure professionalism, the work of preparation of
Unified Schedule of Rates (USR) was awarded to the eminent consultants M/s.Tata
Consulting Engineers Ltd. M/s.Tata Consulting Engineers Ltd were directed to
conduct a integrated factual market research for major materials from
stockists/manufacturers/dealers and to study schedules of rates of Govt bodies like
C.P.W.D., P.W.D. etc The new Rate Analysis are based on Factual Market research
done by M/s.Tata Consulting Engineers Ltd.
The anomalies in rate are minimized after extensive market research and collectionof quotations from reputed large scale stockists/dealers, and also after comparison
with rates of CPWD, PWD etc.
The Unified Scheduled of Rates is linked with its comprehensive specifications of
basic important activities so as to have clarity in execution. These specifications
follow a chronology of general scope of the item, material required, processing of
material, construction operation, finishing and mode of measurement. Rigid Standard
Operating Procedures (SOPs) and complete control on processes will certainly
satisfy quality parameter. The need for checking the quality of construction is quite
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A. GENERAL NOTES
1. The schedule of rates will be operative from 16-09-2013
2. The unified schedule of rates includes following department:
i. Buildings
ii. Water Supply Projects
iii. Hydraulic Engineering
iv. Sewerage Projects
v. Storm Water Drainage
vi. Roads
vii. Bridges
viii. Traffic and Signals
ix. Mechanical and Electrical
x. Garden Works
3. Volume-I contains USR, basic rate list and approved makes and Volume-II
contains specification along with drawings wherever necessary and
mandatory tests.
4. The specification of the items shall be as per latest Indian Standard Codes
unless otherwise specified.
5. The rates of the items in this schedule of rates are worked out assuming
average lead for Greater Mumbai area for all sorts of materials.
6. The rates are inclusive of transportation, duties, taxes and charges of all
Government, Municipal or any other statutory body, applicable from time to
time but exclusive of Works Contract Tax and Labour Cess levied by
Government of Maharashtra.
7. The rates also includes Overheads @ 5% and Contractors Profit @10%
which is inclusive of labour supervision charges, tools and plants.
8. Rates of common material and labour is attached in the Annexure-A in
Volume-I.
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9. The building Schedule of Rates 2013 includes the existing items of FMA,
FMB 2009, SIC and Fair items, with deletion of obsolete items, merger of
similar items and value addition of new items in line with modern
technology and trends in accordance with latest rules, regulation, byelaws
etc.
10. As per the Government policy the use fly ash is done for framing the items
of work in accordance with the latest provisions of IS Codes. Also green
building items have been introduced in new schedule to minimize the
consumption of energy during construction and occupancy of building and
also maintaining ecological balance.
11. From safety, health and environment point of view two legged steel tubular
scaffolding shall be used, without making any holes in the outer face of the
building or any structure. And no extra payment shall be made for works
like scaffolding, centering for any height unless otherwise specified.
12. All materials shall be as per approved list of MCGM or equivalent material
having quality standards as per relevant IS codes and shall be of first
quality unless otherwise specified.
13. Following basic rates are considered in the USR:
i. Cement : Rs. 6,000/ MT
ii. Mild Steel : Rs. 47,400/ MT
iii. HYSD Steel (Fe415) : Rs. 48,400/ MT
iv. T.M.T. (Fe500) : Rs. 49,400/ MT
v. Structural Steel : Rs. 53,400/ MT
14. Rates given in SOR are for estimation purpose.
15. Rates of items and specification for excavation, concrete, plaster and
brickwork shall be referred from common schedule unless and otherwise
not mentioned in concerned departments schedule.
16. Coding of items:
The Coding procedure for Basic master material is as follows:
Code will start with the common prefix of MA which stands for
materials
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Followed by Abbreviation code for each schedule of rate for eg H.E. for
Building works, SP for Sewerage, WSP for water supply and so on and
so forth.
The first item category in the list will be numbered as 1
The last part of the code will be a number starting with a to indicate
the item number in the master list.
The alpha numerics will be separated by (dash).
The code will look like: MA-GN-01
The Coding procedure for SOR is as follows:
Code will start from abbreviation for Department name HE or WSP
or SP
The USR will be subdivided into chapters according to the item
classification; these chapters will be numbered as 1, 2, 3 ..
The items under the chapter will be numbered from 1
The sub items will be numbered as a, b, c .
The code will look like CS-CW-1-a-1
Abbreviations to be used for Department
Sr. No. De artment Abbreviation
1 Building works/Common
Schedule
CS
2 Roads RW
3 Traffic and Signalling RT
4 Bridges BW
5 Water Supply Projects WSP
6 Hydraulic Engg. HE
7 Sewerage Projects SP
8 Storm Water Drains SWD
9 Mechanical and electrical ME
10 Garden Works GW
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Star Rating:
In view of ambiguity related to choice of quality or grade of materials and subsequent
items of works to be used at Ward level projects, Centralised projects or Special projects
of and for smooth functioning during planning stage of a project, the new concept of Star
Rating has been introduced for building works depending on the life expectancy of
building, degree of occupancy of building and comfort to the end user. The buildings or
structures rated are as follows:
i. Two Star **- Ward offices and Central dept. Offices, schools, Small
Hospitals, Primary Health Center, Fire Station, Crematorium, Slaughter
Houses, Markets, Swimming Pools, Zoos, Chowkies, Libraries, Staff
quarters and residential colonies, Public Toilets and Water tanks.
ii. Three Star ***- Superspeciality Hospitals , Drama Theatres, MCGM
Mayors and Officers bungalow, Heritage Structures, Head Office and
Engineers Hub.
The items or work not marked as two star or three star are assumed to be
applicable for all the star buildings or structures mentioned above.
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MUNICIPAL CORPORATION OF GREATER
MUMBAIVOLUME-I
City Engineer and Chief Engineer (P&D)DepartmentUnifiedSchedule of Rates
Sr.No.
Content ITEM CODE PAGE NO.
1 Anti-termite Treatment CS-AT 1-2
2 Earth Work CS-EW 3-8
3 Concrete Work CS-CW 9-20
4 Masonry Work CS-MW 21-27
5 Plastering CS-PL 28-33
6 Water Proofing Work CS-WP 34-47
7 Painting CS-PN 48-52
8 Flooring CS-FL 53-70
9 Roofing Work CS-RW 71-73
10 Structural Steel Work CS-SS 74-80
11 Steel Work CS-SL 81-82
12 Wood Work CS-WW 83-88
13 FRP-PVC CS-PV 89-91
14 Aluminium Work CS-AW 92-95
15 Hardware CS-HW 96-100
16 Piling Work CS-PLG 101-108
17 Plumbing & Sanitation CS-PS 109-153
18 Repair and Miscellaneous work CS-RM 154-159
19 Conservation of Heritage Structures CS-CH 160-161
20 Dismantling and Demolishing Works CS-DD 162-168
21 Basic Rate List Appendix-A 1-5
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Chapter -1
Anti-termite Termite
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Buildings Schedule/Common Schedule 2013
Anti-termite Treatment
ITEM CODE ITEM DESCRIPTION UNIT RATE Rs
CS-AT-1
Providing Pre-constructional anti-termite treatment conforming to IS-
6313 (part II) using chloropyrifos EC 20 Emulsion or equivalent of 1%
concentration by weight for creating barrier under and all around
foundation pits, wall trenches, basement excavation, backfill in
immediate contact with foundation and treating the top surface of
plinth filling, junction of wall & floor, along the external perimeter of
building, expansion joints, surrounding of pipes, water conduits and at
places suggested and as directed by Engineer-In-Charge covering 10
years guaranty. (plinth area should be considered for measurement
and payment.)
Sqm 151
CS-AT-2
Providing anti-termite treatment around the periphery of the existing
building conforming to IS-6313 (part III) by excavating trenches of
20cm width and exposing the sides of the columns, plinth beams and
wall upto a depth of 300mm, rodding for the holes of 300mm deep and
at 150m c/c in the trenches, treating with chloropyrifos EC 20
Emulsion or equivalent of 1% concentration by weight at the total rate
of 2.25 Litters per meter including backfilling the trenches etc.
complete as directed by Engineer-in-Charge covering 2 years
guaranty.
Rmt 53
CS-AT-3
Providing anti termite treatment conforming to IS- 6313 (part-III) to
the sides of flooring of the Existing building by punching/ drilling the
holes of 16 mm dia at a distance of 300mm centre to centre and
injecting 150 ml untill refusal or to a maximum of 1 Lit. per hole with
chloropyrifos EC 20 Emulsion or equivalent of 1% concentration by
weight, sealing the hole by filling the putty etc. complete as directed
by Engineer-In-Charge with 2 years guaranty.
Per Hole 23
CS-AT-4
Providing anti termite treatment conforming to IS- 6313 (part-III) to
the wooden frames of doors / windows of the Existing building by
drilling the 3 mm dia. holes at 150mm c/c and at the junction of wood
work and masonry work to downward angle of 45 degree and injecting
500 ml per hole or until refusal with oil / kerosene based chloropyrifos
EC 20 emulsion or equivalent of 1% concentrate, sealing the holes by
filling the putty etc complete as directed by Engineer-In-Charge with 2
years guaranty
Rmt 265
CS-AT-5
Providing anti termite treatment conforming to IS- 6313 (part-III ) to
the joints of wooden frames of beams/ joists used for the roof work of
the Existing building by drilling the 3 mm dia holes at the four corners
at downward angle of 45 degree at the junction of wood work and
masonry work and injecting 500ml or until refusal per hole with oil /
kerosene based chloropyrifos EC 20 emulsion or equivalent of 1%
concentrate, sealing the hole by filling the putty etc complete as
directed by Engineer-In-Charge with 2 years guaranty.
Per Joint 39
CS-AT-6
Providing general pest control service to the buildings to control the
nuisance of cockroaches, lizards, bed bugs and other insects etc. by
minimum four operation as and when directed in a year including
monthly check up with additional operations if required and as
directed by Engineer-In-Charge.
Sqm 25
1 Municipal Corporation Of Greater Mumbai
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Buildings Schedule/Common Schedule 2013
Anti-termite Treatment
ITEM CODE ITEM DESCRIPTION UNIT RATE Rs
CS-AT-7
Providing general pest control service to big sizes (Volume more than
1 Cum) of inspection chamber to control the nuisance of cockroaches
and other insects etc by minimum four operations in a year and
monthly check up with additional operations if required and as
directed by Engineer-In-Charge.
Nos 235
CS-AT-8
Providing general pest control service to small sizes (Volume less
than 1 Cum) of inspection chamber to control the nuisance of
cockroaches and other insects etc by minimum four operations in a
year and monthly check up with additional operations if required and
as directed by Engineer-In-Charge.
Nos 96
CS-AT-9
Providing and applying two coats of an approved wood preservative
for anti-termite treatment to wooden surface as permanufacturers
specifications and as directed by Engineer-In-Charge.
Sqm 22
2 Municipal Corporation Of Greater Mumbai
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Chapter -2
Earth Work
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Buildings Schedule/ Common Schedule 2013
Earth Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs)
CS-EW-1
Excavation for foundations, substructures, basements, tanks, sumps, walls, chambers,
manholes, trenches, poles, pits & general building works in all types of soils, vegetable
earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk,
garbage, muddy/ marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts
upto 1.5M measured from the ground level, including dressing/ trimming the sides,
leveling and ramming of bottoms, manual dewatering, removing rank vegetation,
backfilling in layers not more than 200mm thickness, watering, consolidating,
compacting to achieve not less then 97% Modified Proctor density conforming to
relevant IS, stacking the selected material in measurable heaps for future use withinowners space or disposing within an initial lead of 150m as directed, loading,
unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-
in-Charge.
Note:
1) The rate includes the handling/supporting the existing utilities such as cables, drains,
pipes, water mains etc.
2) It also includes the royalty and other taxes applicable if any.
Cum 220
CS-EW-2-a Extra over above item CS-EW-1 for lift from 1.5m to 3.0m. Cum 48
CS-EW-2-b Extra over above item CS-EW-1 for lift from 3.0m to 4.5m Cum 71
CS-EW-2-c Extra over above item CS-EW-1 for lift from 4.5m to 6.0m Cum 115
CS-EW-2-d Extra over above item CS-EW-1 for lift from 6.0m to 7.5m Cum 159
CS-EW-2-e Extra over above item CS-EW-1 for lift from 7.5m to 9.0m Cum 202
CS-EW-2-f Extra over above item CS-EW-1 for lift from 9.0m to 10.5m Cum 246
CS-EW-2-g Extra over above item CS-EW-1 for lift from 10.5m to 12.0m Cum 290
CS-EW-2-h Extra over above item CS-EW-1 for lift from 12.0m to 13.5m Cum 334
CS-EW-2-i Extra over above item CS-EW-1 for lift from 13.5m to 15.0m Cum 377
CS-EW-3
Excavation for foundation, substructures, basements, tanks, sumps, walls, chambers,
manholes, trenches, poles, pits & general building works in soft/ disintegrated rock,
sand stone, stiff clay, gravel, cobblestone, hard laterite, water bound macadam, wet
mix macadam, asphalt mix carpet of any type, pitching, soling, paths and hardcore,
lime concrete, plain cement concrete, stone masonry and all types of brick/ block
masonry below ground level, rock boulders, etc. for depths/ lifts upto 1.5M measured
from the ground level, including dressing/ trimming the sides, leveling of bottoms,
manual dewatering, removing rank vegetation, backfilling in layers not more than
200mm thickness, watering, consolidating, compacting to achieve not less then 97%
Modified Proctor density conforming to relevant IS, stacking in measurable heaps for
future use within owners space or disposing within an initial lead of 150m as directed,
loading, unloading, leveling excluding shoring, strutting etc. complete as directed byEngineer-in-Charge.
Note:
1) The rate includes the handling/supporting the existing utilities such as cables, drains,
pipes, water mains etc.
2) It also includes the royalty and other taxes if any.
Cum 362
3 Municipal Corporation of Greater M
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Buildings Schedule/ Common Schedule 2013
Earth Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs)
CS-EW-4
Excavation by chiseling by manual operations, pneumatic breaker, hammer, drilling,
compressor breaker, jack hammer etc. for foundations, substructures, basements,
tanks, sumps, walls, chambers, manholes, poles, pits & general building works in hard
rock, reinforced concrete, Bituminous macadam for depths/lifts upto 1.5M, including
dressing/trimming the sides, leveling of bottoms, manual dewatering, removing rank
vegetation, backfilling in layers not more than 200mm thickness, watering,
consolidating, compacting to achieve not less then 97% Modified Proctor density
conforming to relevant IS, stacking in measurable heaps for future use within owners
space or disposing within an initial lead of 150m as directed, unloading, levelingexcluding shoring, strutting etc. complete as directed by Engineer-in-Charge, loading.
Note:
1) The rate includes the handling/supporting the existing utilities such as cables, drains,
pipes, water mains etc.
2) It also includes the royalty and other taxes if any.
Cum 873
CS-EW-5
Excavation by using splitters for foundations, substructures, basements, tanks, sumps,
walls, chambers, manholes, trenches, poles, pits & general building works in hard rock,
reinforced concrete, for depths/lifts upto 1.5M, including drilling, breaking in small
pieces, mucking, dressing/trimming the sides, leveling of bottoms, manual dewatering,
removing rank vegetation, backfilling in layers not more than 200mm thickness,
watering, consolidating, compacting to achieve not less then 97% Modified Proctor
density conforming to relevant IS, stacking in measurable heaps for future use within
owners space or disposing within an initial lead of 150m as directed by Engineer-in-
Charge, loading, unloading, leveling excluding shoring, strutting etc. complete.Note:
1) The rate includes the handling/supporting the existing utilities such as cables, drains,
pipes, water mains etc.
2) It also includes the royalty and other taxes if any.
Cum 2229
[Note : Sanction of Director/DMC(SE)/DMC(E) should be obtained for including the
above item in BOQ during the approval of Draft Tender.]
CS-EW-6
Excavation by controlled blasting with necessary safety precautions as per statutory
requirement, for foundations, substructures, basements, tanks, sumps, walls,
chambers, manholes, trenches, poles, pits & general building works in hard rock for
depths/ lifts upto 1.5M, including drilling, breaking in small pieces, mucking, dressing/
trimming the sides, leveling/ grading of bottoms, manual dewatering, removing rank
vegetation, backfilling in layers not more than 200mm thickness, watering,consolidating, compacting to achieve not less then 97% Modified Proctor density
conforming to relevant IS, stacking in measurable heaps for future use within owners
space or disposing within an initial lead of 150m as directed, loading, unloading,
leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge.
Note:
1) The rate includes the handling/supporting the existing utilities such as cables, drains,
pipes, water mains etc.
2) It also includes the royalty and other taxes if any.
Cum 813
CS-EW-7-a Extra over the items CS-EW-03 to CS-EW-06 for lift from 1.5m to 3.0m. Cum 85
CS-EW-7-b Extra over the items CS-EW-03 to CS-EW-06 for lift from 3m to 4.5m. Cum 153
CS-EW-7-c Extra over the items CS-EW-03 to CS-EW-06 for lift from 4.5m to 6.0m. Cum 220
CS-EW-7-d Extra over the items CS-EW-03 to CS-EW-06 for lift from 6.0m to 7.5m. Cum 287
4 Municipal Corporation of Greater M
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Buildings Schedule/ Common Schedule 2013
Earth Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs)
CS-EW-7-e Extra over the items CS-EW-03 to CS-EW-06 for lift from 7.5m to 9.0m. Cum 354
CS-EW-7-f Extra over the items CS-EW-03 to CS-EW-06 for lift from 9.0m to 10.5m. Cum 422
CS-EW-7-g Extra over the items CS-EW-03 to CS-EW-06 for lift from 10.5m to 12.0m. Cum 489
CS-EW-7-h Extra over the items CS-EW-03 to CS-EW-06 for lift from 12.0m to 13.5m. Cum 556
CS-EW-7-i Extra over the items CS-EW-03 to CS-EW-06 for lift from 13.5m to 15.0m. Cum 624
CS-EW-8
Add for lead upto 3 km including levelling.
Note : Prior Specific sanction of Head of Dept. should be taken if transportation is to be
done at night for above items, (i.e. between 8.00 pm. to 6 am.) and the rate shall be
reduced by 10%. This item will be operated/executed with the specific sanction of the
Chief Engineer.
Cum 75
CS-EW-9
Add for each additional lead of 1km beyond initial lead of 3km including levelling.
Note : Prior Specific sanction of Head of Dept. should be taken if transportation is to be
done at night for above items, (i.e. between 8.00 pm. to 6 am.) and the rate shall be
reduced by 10%. This item will be operated/executed with the specific sanction of the
Chief Engineer.
Cum 19
CS-EW-10
Dewatering the excavated trenches/pits, pools of water, well works by using pumps
and other devices including disposing off water to safe distance as directed by
Engineer-in-charge including cost of machinery, labour, fuel, pipe and it's accessories
etc. complete.
Note : This item will be operated/executed with the prior specific sanction of the Head
of department.
HP/Hr. 49
CS-EW-11
Filling in plinth, floors, trenches, pits with approved excavated materials, murum / good
earth in layers not exceeding 200mm including breaking of clods, watering,
consolidating each layer in filled up area by rolling and compacting with roller/ plate
compactor as required to achieve not less than 97% modified proctor densityconforming to relevant IS etc. complete as directed by Engineer In charge.
Note:
1) The rate includes the royalty and other taxes if any.
Cum 110
CS-EW-12
Filling in plinth, floors, trenches, pits with approved contractor's murum in layers not
exceeding 200mm including breaking of clods, watering, consolidating each layer in
filled up area by rolling and compacting with roller/ plate compactor as required to
achieve not less than 97% modified proctor density conforming to relevant IS etc.
complete as directed by Engineer In charge. The rate includes necessary soil testing
charges at laboratory & field as per relevant I.S. codes, royalty, octroi and other taxes if
any. (Note: Borrow areas selected by CONTRACTOR shall be got approved from
Engineer In Charge, before executing the work)
1) The rate includes the royalty and other taxes if any.
Cum 589
CS-EW-13
Providing and removing open or closed shoring and strutting in the trenches/ pits for all
depths as per specifications/ drawings and or as directed by Engineer-in-charge by
including walling, struts, open poling boards, horizontal sheeting, runners, dog spikes
by using timber etc. complete.
Sqm 357
CS-EW-14
Providing and leaving permanently in position the open or closed shoring and strutting
in the trenches/ pits for all depths as per specifications/ drawings and or as directed by
Engineer-in-charge including walling, struts, open poling boards, horizontal sheeting,
runners, dog spikes by using timber etc. complete.
Sqm 1617
5 Municipal Corporation of Greater M
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Buildings Schedule/ Common Schedule 2013
Earth Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs)
CS-EW-15
Excavation over areas for basements, roads, land/plot developement in all types of
soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash,
shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine clay, reclaimed land
etc. for all depths/lifts including manual dewatering, filling the selected excavated earth
at the locations as directed, in layers not more than 200mm thickness, watering,
consolidating, compacting to achieve not less then 97% Modified Proctor density
conforming to relevant IS, stacking the selected material in measurable heaps for
future use within owners space or disposing within an initial lead of 150m as directed,
loading, unloading, leveling excluding shoring, strutting etc. complete as directed byEngineer-in-Charge.
Note:
1) The rate includes the handling/supporting the existing utilities such as cables, drains,
pipes, water mains etc.
2) It also includes the royalty and other taxes if any.
Cum 202
CS-EW-16
Excavation over areas for basements, roads, land/plot developement in soft/
disintegrated rock, sand stone, stiff clay, gravel, cobblestone, hard laterite, water bound
macadam, wet mix macadam, pitching, soling, paths and hardcore, lime concrete, plain
cement concrete, stone masonry and all types of brick/ block masonry below ground
level, rock boulders, etc. for all depths/lifts including manual dewatering, filling the
selected excavated earth at the locations as directed, in layers not more than 200mm
thickness, watering, consolidating, compacting to achieve not less then 97% Modified
Proctor density conforming to relevant IS, stacking the selected material in measurable
heaps for future use within owners space or disposing within an initial lead of 150m as
directed, loading, unloading, leveling excluding shoring, strutting etc. complete asdirected by Engineer-in-Charge.
Note:
1) The rate includes the handling/supporting the existing utilities such as cables, drains,
pipes, water mains etc.
2) It also includes the royalty and other taxes if any.
Cum 296
CS-EW-17
Excavation by chiseling by manual operations, pneumatic breaker, hammer, drilling,
compressor breaker, jack hammer etc. over areas for basements, roads, land/plot
developement etc. in hard rock, reinforced concrete, Bituminous macadam for all
depths/lifts including manual dewatering, filling the selected excavated earth at the
locations as directed, in layers not more than 200mm thickness, watering,
consolidating, compacting to achieve not less then 97% Modified Proctor density
conforming to relevant IS, stacking the selected material in measurable heaps for
future use within owners space or disposing within an initial lead of 150m as directed,
loading, unloading, leveling excluding shoring, strutting etc. complete as by Engineer-in
Charge.Note:
1) The rate includes the handling/supporting the existing utilities such as cables, drains,
pipes, water mains etc.
2) It also includes the royalty and other taxes if any.
Cum 895
CS-EW-18
Excavation by using splitters over areas for basements, roads, land/plot developement
etc. in hard rock, reinforced concrete, Bituminous macadam for all depths/lifts,
including manual dewatering, filling the selected excavated earth at the locations as
directed, in layers not more than 200mm thickness, watering, consolidating,
compacting to achieve not less then 97% Modified Proctor density conforming to
relevant IS, stacking the selected material in measurable heaps for future use within
owners space or disposing within an initial lead of 150m as directed, loading,
unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in
Charge.
Note:
1) The rate includes the handling/supporting the existing utilities such as cables, drains,
pipes, water mains etc.2) It also includes the royalty and other taxes if any.
Cum 8689
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Buildings Schedule/ Common Schedule 2013
Earth Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs)
CS-EW-19
Excavation by controlled blasting with necessary safety precautions as per statutory
requirement, over areas for basements, roads, land/plot developement etc. in hard
rock, reinforced concrete, Bituminous macadam for all depths/lifts, including manual
dewatering, filling the selected excavated earth at the locations as directed, in layers
not more than 200mm thickness, watering, consolidating, compacting to achieve not
less then 97% Modified Proctor density conforming to relevant IS, stacking the selected
material in measurable heaps for future use within owners space or disposing within an
initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting
etc. complete by Engineer-in-Charge.
Note:
1) The rate includes the handling/supporting the existing utilities such as cables, drains,
pipes, water mains etc.
2) It also includes the royalty and other taxes if any.
Cum 7290
CS-EW-20
Filling in embankment and / or low lying ground with approved excavated materials,
murum in layers not exceeding 200mm including breaking of clods and dressing to the
required lines, curves and section, watering, consolidating each layer in filled up area
by rolling and compacting with vibro roller not less than 10 MT & using other
compacting equipment as required to achieve Field C.B.R. not less than 4 in soaked
condition etc. complete as directed by Engineer In charge.
Note:
1) The rate includes the royalty and other taxes if any.
Cum 231
CS-EW-21
Filling in embankment and / or low lying ground with contractors murum in layers not
exceeding 200mm including breaking of clods and dressing to the required lines,
curves and section, watering, consolidating each layer in filled up area by rolling andcompacting with vibro roller not less than 10 MT & using other compacting equipment
as required to achieve Field C.B.R. not less than 4 in soaked condition etc. complete
as directed by Engineer In charge.The rate includes necessary soil testing charges at
laboratory & field as per relevant I.S. codes, royalty, octroi and other taxes if any.
(Note:
1) Borrow areas selected by CONTRACTOR shall be got approved from Engineer In
Charge, before executing the work
2) The rate includes the royalty and other taxes if any.)
Cum 685
CS-EW-22
Rebate for stones available from the hill cutting, excavation, loose boulders
including carting away the same as directed and making the site clean and neat as
directed by Engineer-in-Charge. (The payment will be made on the basis of depot
measurements of broken stones, taking average depth of depot by deducting 40% for
voids)
Cum 200
CS-EW-23
Providing & Laying dry stone Rubble Pitching with average 150 mm size and of
minimum thickness 230 mm hard stone set in regular lines to form plane surface,
handpacked and interstices thoroughly filled with small chips including providing and
laying gravel quarry spells underneath for leveling undulations of the ground. etc
complete as directed by Engineer In Charge.
(Note: The rate includes the royalty and other taxes if any)
Sqm 356
CS-EW-24
Providing and Laying 230mm thick Rubble Stone for Pitching on sloping ground or
wherever directed, properly arranging and placing the rubble stones to achieve a plane
top surface, set in regular line & slope, including breaking, laying gravel, quarry spells
underneath and manually packing the voids with rubble chips, flush pointing with
cement mortar 1:4 up to 25mm deep, etc. complete as specified & as directed.
(Note: The rate includes the royalty and other taxes if any)
Sqm 442
CS-EW-25
Providing and Laying 230mm thick Rubble Stone for Pitching on sloping ground or
wherever directed, properly arranging and placing the rubble stones to achieve a plane
top surface, set in regular line & slope, including breaking, laying gravel, quarry spells
underneath and manually packing the voids with rubble chips, tuck pointing with
cement mortar 1:2 up to 25mm deep, etc. complete as specified & as directed.
(Note: The rate includes the royalty and other taxes if any)
Sqm 446
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Buildings Schedule/ Common Schedule 2013
Earth Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs)
CS-EW-26
Providing & Laying dry stone Rubble Soling with average 230 mm size hard stone set
in regular lines, handpacked and interstices thoroughly filled with small chips including
filling in with good quality murum brought from outside, compacting with iron rammers,
watering, sand spreading 12mm thk. layer of grit on top etc complete as directed by
Engineer In Charge.
(Note: The rate includes the royalty and other taxes if any)
Cum 1248
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Chapter -3
Concrete Work
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Buildings Schedule/ Common Schedule 2013
Concrete Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs) STAR
RATING
CS-CW Concrete Works
Plain Cement Concrete Mixer Mix
CS-CW-1
Providing and laying in position plain cement concrete of specified
grade with trap/granite/quartzite/gneiss metal mixing in concrete mixerincluding bailing out water, compacting, finishing surface, curing and
including the cost of centering and shuttering at all level :
CS-CW-1-aNominal Mix of 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size)Cum 5527
CS-CW-1-bNominal Mix of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size)Cum 5175
CS-CW-1-cNominal Mix of 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size).Cum 4557
CS-CW-1-dNominal Mix of 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone
aggregate 20 mm nominal size).Cum 4279
Plain Cement Concrete RMC
CS-CW-2
Providing and laying in position ready mixed plain cement concrete,
using fly ash and cement content as per approved design mix from
Engineer-in-charge and fly ash conforming to grade I of IS 3812 (Part-
1) only be used as part replacement of OPC as per IS 456 and uniform
blending with cement is to be ensured in accordance with clauses 5.2
and 5.2.1 of IS: 456-2000 in the items of ready mixed concrete and
manufactured in fully automatic batching plant and transported to siteof work in transit mixer for all leads, having continuous agitated mixer,
manufactured as per mix design of specified grade for plain cement
concrete work, including pumping of R.M.C. from transit mixer to site of
laying and curing, including the cost of centering, shuttering and
finishing, including cost of curing, 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.
CS-CW-2-a All works upto plinth level.
CS-CW-2-a-1M-20 grade plain cement concrete (cement content considered @ 260
kg/cum).Cum 6033
CS-CW-2-a-2M-15 grade plain cement concrete (cement content considered @ 240
kg/cum).Cum 5807 **,***
CS-CW-2-a-3M-10 grade plain cement concrete (cement content considered @ 220
kg/cum).Cum 5574 **,***
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Buildings Schedule/ Common Schedule 2013
Concrete Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs) STAR
RATING
CS-CW-2-b All works above plinth .
CS-CW-2-b-1M-20 grade plain cement concrete (cement content considered @ 260
kg/cum).Cum 6682 **,***
CS-CW-2-b-2M-15 grade plain cement concrete. (cement content considered @ 240
kg. /cum).Cum 6455 **,***
CS-CW-2-b-3M-10 grade plain cement concrete (cement content considered @ 220
kg/cum).Cum 6223
CS-CW-3
Providing and laying in position ready mixed plain cement concrete,
with cement content as per approved design mix by Engineer-in-
charge and manufactured in fully automatic batching plant andtransported to site of work in transit mixer for all leads, having
continuous agitated mixer, manufactured as per mix design of specified
grade for plain cement concrete work, including pumping of R.M.C.
from transit mixer to site of laying and curing, including the cost of
centering, shuttering and finishing, including cost of curing, 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.
CS-CW-3-a All works upto plinth level.
CS-CW-3-a-1M-20 grade plain cement concrete (cement content considered @ 260
kg/cum as per IS 456 table showing minimum cement content).Cum 6136 **,***
CS-CW-3-a-2M-15 grade plain cement concrete (cement content considered @ 240
kg/cum as per IS 456 table showing minimum cement content).Cum 5861 **,***
CS-CW-3-a-3M-10 grade plain cement concrete (cement content considered @ 220
kg/cum as per IS 456 table showing minimum cement content).Cum 5628 **,***
CS-CW-3-b All works above plinth .
CS-CW-3-b-1M-20 grade plain cement concrete (cement content considered @ 260
kg/cum as per IS 456 table showing minimum cement content).Cum 6768 **,***
CS-CW-3-b-2M-15 grade plain cement concrete. (cement content considered @ 240
kg. /cum as per IS 456 table showing minimum cement content).Cum 6509
**,***
CS-CW-3-b-3M-10 grade plain cement concrete (cement content considered @ 220
kg/cum as per IS 456 table showing minimum cement content).Cum 6277 **,***
Pre-Cast Concrete
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Buildings Schedule/ Common Schedule 2013
Concrete Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs) STAR
RATING
CS-CW-4
Providing, hoisting and fixing at all level precast reinforced cement
concrete work in string courses, bands, copings,drain covers, bed
plates, anchor blocks, plain window sills and the like including the cost
of required centering, shuttering and reinforcement, of
CS-CW-4-a
Nominal Mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone
aggregate 20mm nominal size). Cum 11495
CS-CW-4-bNominal Mix 1:1.5:3 (1 cement: 2 coarse sand: 4 graded stone
aggregate 20mm nominal size).Cum 11847
CS-CW-5
Providing, hoisting and fixing at all level precast reinforced cement
concrete in small lintels not exceeding 1.5m clear span up to all level
including the cost of required centering, shuttering and reinforcement,
with
CS-CW-5-a1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm
nominal size).Cum 19731
CS-CW-5-b1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm
nominal size).Cum 20083
CS-CW-6
Providing precast cement concrete Jali of Nominal Mix 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 andshuttering, 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.
CS-CW-6-a 100 mm thick Sqm 1029
CS-CW-6-b 50 mm thick Sqm 810
CS-CW-6-c 40 mm thick Sqm 709
CS-CW-6-d 25 mm thick Sqm 663
RCC RMC Concrete
CS-CW-7
Providing and laying in position ready mixed design mix M-20 grade
cement concrete for reinforced cement concrete work, using cement
content as per approved design mix, including pumping of concrete to
site of laying and the cost of centering, shuttering, finishing and
excluding 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.The Mix design as per particular
specfications shall be got approved by Engineer-in-Charge before
execution of the item.The rate shall include cost of all specified
materials and operations at all levels and heights, including the cost of
centering, shuttering and and excluding reinforcement which shall be
paid under relevant item.(Note :- Cement content considered in this
item is @ 300 kg/cum as per IS 456 table showing minimum cement
content. No extra will be paid nor any amount will recovered
on account of variation of cement in mix design as per specifications
for controlled concrete).
All works (including Centering & Shuttering)
CS-CW-7-a Foundations, footings, bases of columns, rafts, pilecap Cum 6505 **,***CS-CW-7-b
Walls (any thickness) including attached butteresses, ,retaining wall,
shear wall, diaphragm wall , trench,pit walls, etcCum 8550 **,***
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Concrete Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs) STAR
RATING
CS-CW-7-cSlabs, Suspended floors, roofs, landings, balconies, canopy and
access platformCum 9808 **,***
CS-CW-7-d Lintels, beams, plinth beams, girders, floor beam, coping. Cum 8180 **,***CS-CW-7-e Columns, Pillars, Piers, Posts and Struts. Cum 9288 **,***CS-CW-7-f Stairs (waist slab), folded slab, inclined slab Cum 9435 **,***CS-CW-7-g Spiral staircases (including landing). Cum 10656 **,***CS-CW-7-h
Extra for shuttering in circular work arches, columns (20% of respective
centering and shuttering items).Cum 1858 **,***
CS-CW-7-iWeather shade, Chajjas, corbels, cantilever beam, etc., including
edges.Cum 10453 **,***
CS-CW-8Vertical and horizontal fins individually or forming box louvers, facias
and eavesCum 9547 **,***
CS-CW-9Extra for providing two stage centering for height more than 4.5m and
upto 9m height in terms of floor slabs including finishing, etcCum 1181 **,***
CS-CW-10Extra for providing two stage centering for height more than 9m and
upto 13m height in terms of floor slabs including finishing, etcCum 1640 **,***
CS-CW-11Extra for providing two stage centering for height more than 4.5m and
upto 9m height in terms of floor beams including finishing, etcCum 878 **,***
CS-CW-12Extra for providing two stage centering for height more than 9m and
upto 13m height in terms of floor beams including finishing, etcCum 1209 **,***
CS-CW-13Extra for providing two stage centering for height more than 4.5m and
upto 9m height in terms of columns including finishing, etcCum 989 **,***
CS-CW-14Extra for providing two stage centering for height more than 9m and
upto 13m height in terms of columns including finishing, etcCum 1376 **,***
CS-CW-15Rebate in items of M20 R.C.C. for providing leaner mix of M15 with
prior permission.Cum 259
CS-CW-16
Extra and over for providing richer RMC of M-25 grade cement
concrete instead of M20 (Note :- Cement content considered in this
item is @ 330 kg/cum as per IS 456 table showing minimum cement
content.)
Cum 183 **,***
CS-CW-17
Extra and over for providing richer RMC of M-30 grade cement
concrete instead of M20 (Note :- Cement content considered in this
item is @ 340 kg/cum as per IS 456 table showing minimum cement
content.)
Cum 501 **,***
CS-CW-18
Extra and over for providing richer RMC of M-35 grade cement
concrete instead of M20 (Note :- Cement content considered in this
item is @ 350 kg/cum as per IS 456 table showing minimum cement
content.)
Cum 730 **,***
CS-CW-19
Extra and over for providing richer RMC of M-40 grade cement
concrete instead of M20 (Note :- Cement content considered in this
item is @ 360 kg/cum as per IS 456 table showing minimum cement
content.)
Cum 1025 **,***
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Buildings Schedule/ Common Schedule 2013
Concrete Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs) STAR
RATING
CS-CW-20
Extra and over for providing richer RMC of M-45 grade cement
concrete instead of M20 (Note :- Cement content considered in this
item is @ 435 kg/cum as per IS 456 table showing minimum cement
content.)
Cum 1199 **,***
CS-CW-21
Extra and over for providing richer RMC of M-50 grade cement
concrete instead of M20 (Note :- Cement content considered in this
item is @ 450 kg/cum as per IS 456 table showing minimum cement
content.)
Cum 1742 **,***
Self Compacting Concrete
CS-CW-22
Designing, providing and laying in any position, without usage of
vibrator, ready mixed design mix Self Compacting Cement Concrete
(SCC) of required grade for Form Finished reinforced cement concrete
work in super structure at all floor levels, using cement & fly ash,
content as required including transportation of concrete through transit
mixer to site of laying for all leads, all floor levels, pumping of concrete
to site of laying but excluding the cost of centering, shuttering, including
admixtures conforming to IS 9103 as per designed proportions to
accelerate, retard setting of concrete, improve workability without
impairing strength and durability as per direction of Engineer-in-charge.
The Mix design as per particular specfications shall be got approved
by Engineer-in-Charge before execution of the item.The rate shall
include cost of all specified materials and operations , but exclude the
cost of centering, shuttering and reinforcement which shall be paid
under relevant item.
CS-CW-22-a M-30 Grade SCC Cum 8490 ***
CS-CW-22-b M-35 Grade SCC Cum 8719 ***CS-CW-22-c M-40 Grade SCC Cum 8881 ***
CS-CW-22-d M-45 Grade SCC Cum 8990 ***
CS-CW-22-e M-50 Grade SCC Cum 9349 ***
Vacuum Dewatered Concrete Flooring
CS-CW-23
Providing and laying C.C. floor of mix M-25 with ready mixed concrete
from RMC. The ready mixed concrete shall be laid and vibrated with a
poker vibrator 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 channel shuttering spaced 4m apart shall be included in
this item.)
Cum 6857
CS-CW-24
Providing and laying C.C. floor of mix M-20 with ready mixed concrete
from RMC. The ready mixed concrete shall be laid and vibrated with a
poker vibrator 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 channel shuttering spaced 4m apart shall be included in
this item.)
Cum 6674
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Buildings Schedule/ Common Schedule 2013
Concrete Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs) STAR
RATING
Encased Rolled Steel Section
CS-CW-25
Encasing rolled steel sections, in beams and columns, with cement
concrete of 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate
20mm nominal size) including centering and shuttering complete but
excluding cost of reinforcement.
Cum 8064 **,***
CS-CW-26
Encasing rolled steel sections, in beams and columns, with cement
concrete of 1:1:3 (1 cement: 1 coarse sand: 3 graded stone
aggregate 20mm nominal size) including centering and shuttering
complete but excluding cost of reinforcement.
Cum 8353 **,***
CS-CW-27
Encasing rolled steel section in grillages with cement concrete of
Nominal Mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone
aggregate 20mm nominal size) including centering and shuttering but
excluding cost of expanded metal and hangers.
Cum 5625
CS-CW-28Encasing rolled steel section in grillages with cement concrete ofNominal Mix 1:1:3 (1 cement: 1 coarse sand: 3 graded stone
aggregate 20mm nominal size) including centering and shuttering but
excluding cost of expanded metal and hangers.
Cum 5214
CS-CW-29
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.
Sqm 382
Centering and shuttering
CS-CW-30Centering and shuttering of steel plates with M.S. Angles including
strutting, propping etc. and removal of form for :
CS-CW-30-a Foundations, footings, bases of columns, rafts, pilecap Sqm 223
CS-CW-30-bWalls (any thickness) including attached butteresses, ,retaining wall,
shear wall, diaphragm wall etcSqm 387
CS-CW-30-c Suspended floors, roofs, landings, balconies and access platform. Sqm 426
CS-CW-30-d Lintels, beams, plinth beams, girders, and cantilevers beam. Sqm 359
CS-CW-30-e Columns, Pillars, Piers, Posts and Struts. Sqm 507
CS-CW-30-f Stairs (waist slab), folded slab, inclined slab Sqm 392
CS-CW-30-g Spiral staircases (including landing). Sqm 439
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Buildings Schedule/ Common Schedule 2013
Concrete Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs) STAR
RATING
CS-CW-30-h Vertical and horizontal fins individually or forming box louvers Sqm 612
CS-CW-30-iExtra for shuttering in circular or octagonal work , columns (20% of
respective centering and shuttering item for column,pillar, post).Sqm 101
CS-CW-30-j Cornices and mouldings Sqm 574
CS-CW-30-kWeather shade, Chajjas, corbels, cantilever beam etc., including
edges.Sqm 505
CS-CW-30-m Arches, Domes, Shells upto 6m span Sqm 1064
CS-CW-30-l
Extra and over on item no. CS-CW-24-m 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 472
Architectural Form Finished Concrete Shuttering
CS-CW-31
Centering and shuttering including strutting, propping etc. and removal
of form for Architectural Form finished concrete work using water proof
ply 12mm thick conforming to IS:710. The water proof ply shall be used
for only 2(two) repetitions after first use, and any repetition after the
first usage shall be taken up only after prior approval for water proof
ply material for suitability for use in form finish concrete (Architectural
finishes) by the Engineer-in-Charge in walls (any thickness) including
attached pilasters, butteresses, plinth and string courses, Suspended
floors, roofs, landings, balconies and access platform, Shelves (Cast in
situ), Columns, Pillars, Piers, Abutments, Posts and Struts, Stairs,
(excluding landings) except spiral-staircases with water proof ply 12mm
thick.
Sqm 668
CS-CW-32
Centering and shuttering including strutting, propping etc. and removal
of form for Architectural Form finished concrete work using water proof
ply 12mm thick conforming to IS:710. The water proof ply shall be used
for only 2(two) repetitions after first use, and any repetition after the
first usage shall be taken up only after prior approval for water proof
ply material for suitability for use in form finish concrete (Architectural
finishes) by the Engineer-in-Charge in lintels, beams, plinth beams,
girders, bressumers and cantilevers Small lintel not exceeding 1.5m
clear span, moulding as in cornices, window sills, string courses,
bands, copings, bed plates, anchor blocks and the like with water proof
ply 12mm thick.
Sqm 642
CS-CW-33
Centering and shuttering including strutting, propping etc. and removal
of form for Architectural Form finished concrete work using water proof
ply 12mm thick conforming to IS:710. The water proof ply shall be usedfor only 2(two) repetitions after first use, and any repetition after the
first usage shall be taken up only after prior approval for water proof
ply material for suitability for use in form finish concrete (Architectural
finishes) by the Engineer-in-Charge in shuttering in circular work for
column in plan with water proof ply 12mm thick.
Sqm 835
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Buildings Schedule/ Common Schedule 2013
Concrete Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs) STAR
RATING
CS-CW-34
Extra over item no,CS-CW-25 and CS-CW-26 of Centering and
shuttering for making chamfering in columns, beams, walls with
wooden battens of varying sizes & shape as shown in detail typical
section drawing .The rate includes providing required battens fixed to
ply shuttering with nails etc.at all heights complete as per design and
drawing and direction of Engineer-in-Charge.The wooden batten shallbe used for only 2(two) repetitions after first use, and any repetition
after the first usage shall be taken up only after prior approval of the
material by the Engineer-in-Charge for suitability for use in form finish
concrete works (Architectural finishes) . Length of batten for
chamfering shall be measured and paid for in this item.
Rmt 603
Reinforcement Steel
CS-CW-35
Providing and fixing in position steel bars reinforcement of various
diameters for R.C.C. pile, pile caps, footings,raft,retaining wall,shear
wall, lift wall,
foundations, slabs, beams, columns, canopies,
staircases, newels, chajjas, lintels, pardies,coping, fins, arches, etc. as per detailed designs,
drawings and bar bending schedules,including straightening, cutting,
bending, hooking the bars, binding with wires or tack welding,
supporting as required etc. all complete at all levels.
CS-CW-35-a Mild steel bars MT 66781
CS-CW-35-b HYSD steel bars (Fe 415) MT 67988
CS-CW-35-c Thermo-Mechanically Treated steel bars. (Fe 500 D) MT 69196 **,***
Shotcrete (Gunite treatment)
(1) The work of short creting includes propping wherever required
and removing debris from the site. The contractors will have to put
up proper and sufficient hoarding, screen and fencing etc . during
execution of work, to prevent damage/nuisance to Municipal
Offices/premises and nothing will be paid extra on this account. (2)
After breaking and removing loose or cracked concrete the
measurement for thickness of the gunite should be taken as
follows :-- Using nail and thread (line dori) the depth should be
measured for every square meter at least 10 measurements should be
taken. Based on these measurements the average depth should
be worked out for overall work of guniting for slab, beam & column
etc.(3) The rates of shortcreting are inclusive of scaffolding.
CS-CW-36
Providing and applying epoxy resin in 2 coats before guniting to
bond fresh concrete and old concrete surface as per manufacturers
specifications and inclusive of cleaning of reinforcement as directed.
Sqm 325
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Buildings Schedule/ Common Schedule 2013
Concrete Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs) STAR
RATING
CS-CW-37
Guniting in the proportion of 1:3.5 (C.S.) to the R.C.C. slabs, walls,
floor etc. to an average thickness 40 mm and providing B.R.C.
fabric 15 cm sq.mesh, 3.15 mm (10 G) thick or M. S. bars 6 mm dia.
at 10 cm to 20 cm C/C both ways as directed. The rate includes
the cost of removal of loose or cracked concrete and roughening
the surfaces to receive guniting but excludes rate of scaffolding which
will be paid seperately.
Sqm 1026
CS-CW-38
Guniting in the proportion of 1:3.5 (C.S.) to the R. C. C. ledges and
cornices portions by cutting the projected portions 30 cm to 60 cm (
as required ) with water drip arrangement as required etc complete.
The rate excludes scaffolding which will be paid seperately.
Sqm 1052
CS-CW-39
Guniting in the proportion of 1:3.5 (C.S.) to encase R. S. beams and
joists to an average thickness of 50 mm including removing all
loose or cracked concrete from the sides and roughening the same
to prepare them to receive treatment and providing B. R. C. fabric 15
cm sq. mesh 3.15 mm thick (10 G) of M. S. bars 6 mm dia. 100
mm C/C as directed including rendering smooth the guniting surface
as in the above items. The gunited beams shall be of original
shape and size. Extra thickness in the web portion will be paidseparately. The rate excludes scaffolding which will be paid seperately.
Sqm 1119
CS-CW-40
Guniting in the proportion of 1:3.5 (C.S.) R. C. C. beams, corbels,
columns,vertical face etc., to an average thickness of 50 mm
including removing all loose or cracked concrete from the site
and roughening the same to prepare them to receive gunite
treatment and providing B. R. C. fabric 15 cm sq. mesh 3.15 mm (10
G) thick or M. S. bars 6 mm dia. at 10 cm to 20 cm C/C both ways
as directed, including rendering smooth the gunited surface as in
the above items. The gunited beams, columns shall be as far as
practicable to the original size. The rate excludes scaffolding which will
be paid seperately.
Sqm 1119
CS-CW-41
Guniting in the proportion of 1:3.5 (C.S.) (without reinforcement of
M.S. bars or B.R.C. fabric) for extra thickness of gunite over and
above that specified in all the above items. The rate excludes
scaffolding which will be paid seperately.
Cu.M. 14794
CS-CW-42
Guniting in the proportion 1:3.5 (C.S.) to an average thickness of 50
mm for waterproofing basement slabs, basement lift pit walls,
retaining wall,etc., including provision of B.R.C. fabric 15 cm sq. mesh
3.15 mm thick (10 G) or M.S. bars 6 mm dia. at 10 cm to 30 cm C/C
as directed roughening the original surface for receiving the gunite
and leaving the site clean. The rate excludes scaffolding which will be
paid seperately.
Sqm 1128
CS-CW-43
Guniting in the proportion of 1:3.5 (C.S.) to the R.C.C. slabs, walls,
vertical face, floor etc. to an average thickness 25 mm and
providing B.R.C. fabric 15 cm sq.mesh, 3.15 mm (10 G) thick or M. S.bars 6 mm dia. at 10 cm to 20 cm C/C both ways as directed.
The rate includes the cost of removal of loose or cracked
concrete and roughening the surfaces to receive guniting. The rate
excludes scaffolding which will be paid seperately.
Sqm 874
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Buildings Schedule/ Common Schedule 2013
Concrete Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs) STAR
RATING
CS-CW-44
Jacketting the existing column of size as shown in the drawing by
removing the concrete cover to reinforcement, by chipping or
other suitable means to expose the reinforcement of existing
column in order to make available the same for binding the extra
reinforcement as shown in the drawing and also removal of rust,
scales of the reinforcement in order to provide and apply approved
make of epoxy resin to get proper bond with newly laid M25 gradeconcrete. The aforesaid concrete shall be laid by the sides of the
existing column with uniform thickness of 115 mm or as
specified, for jacketing purposes thereby increasing the sectional
dimensions by 150 mm or as specified (excluding finishing) at any
height with requisite shuttering, centring, scaffolding, proping,
repairing the existing surface as specified and also removal of
debris, curing etc. complete as per design and drawing etc.
directed. (NOTE :- Reinforcement will be paid separately under
respective item of schedule ).
Cum 12330
CS-CW-45
Providing Micro Concrete jacketing to walls of thickness upto 75 mm
using Polymer modified cement premixed quartz sand aggregate
packed in bags of standard manufacture, for high early strength of 40
N /mm sq.cm of approved brand. The dry product is to be mixed with
12.5% water by weight, along with washed and poured into rigid formwork moulds & tamped properly, & cured for 3 days. [Payment is to be
made by weight premixed of micro concrete product consumed as per
site register records. No extra payment shall be made for shuttering or
any other material.
Kg 90
Miscellaneous items
CS-CW-46Providing and laying premoulded asphalt filler for expansion joints cut
to the required depth and camber.
CS-CW-46-a 12 mm thick Sqm 1432
CS-CW-46-b 18 mm thick Sqm 1957
CS-CW-46-c 25 mm thick Sqm 2167
CS-CW-47Providing and fixing copper strip upto 25cm wide and of 1.6 mm thick
as specified for expansion joints etc. as per design.Kg 571
CS-CW-48 Providing and fixing thermocol board for expansion joints as directed.
CS-CW-48-a 25 mm thick Sqm 202
CS-CW-48-b 35 mm thick Sqm 236
CS-CW-48-c 50 mm thick Sqm 277
CS-CW-49Sealing the expansion joints by polysulphide sealant so as to make the
joint completely water tight complete as directed.
CS-CW-49-a size 25 mm x 25 mm Rmt 1026
CS-CW-49-b size 35 mm x 25 mm Rmt 1405
CS-CW-49-c size 50 mm x 25 mm Rmt 1972
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Buildings Schedule/ Common Schedule 2013
Concrete Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs) STAR
RATING
CS-CW-50
Providing & fixing 25mm thick alkali resistant, closed cell polymer
based expansion joint filler board of approved make, having minimum
density of 28 Kg/ Cum & compression strength of 0.21 Kg/sqm; using
double sided adhesive tape, all complete as per the particular
specifications and instructions of the Engineer in-charge.
Sqm 1334
CS-CW-51Providing and fixing sheet covering over expansion joints with iron
screws as per design to match the colour / shade of wall treatment.
CS-CW-51-a Aluminium fluted strips 3.15mm thick.
CS-CW-51-a-1 150mm wide Rmt 347
CS-CW-51-a-2 200mm wide Rmt 485
CS-CW-51-b Non-asbestos fibre cement board 6 mm thick as per IS:14862
CS-CW-51-b-1 150mm wide Rmt 269
CS-CW-51-b-2 200mm wide Rmt 311
CS-CW-52
Providing and fixing hydrophilic water sealing materials (20mm x
10mm) of assorted profiles of approved make at construction joints at
different locations during the construction of Basement Raft RCC and
peripheral RCC Retaining wall, construction joints and at other water
retaining structures like UG and OH tanks including creating necessary
nominal trapezoidal key shape in the formwork finish or by masons
finish, including applying suitable adhesives and sealants as per
particular specification and as recommended, supplied by the
approved manufacturer for proper and highly secure bonding with
substrate, rough / smooth and wet / dry, proper splicing and jointing at
corners, T, L and X junctions using suitable glue, at all such locations,
and as directed by Engineer in-charge.
Rmt 690
CS-CW-53
Providing and applying Hydrophobic Silane-Siloxane coating of
approved make, to exposed concrete surfaces at all heights & leadsand wherever instructed by Engineer-In-Charge. The treatment shall
be in two coats wet-on-wet or as recommended by approved
manufacturer including preparation of surfaces by cleaning, curing,
protecting, independent double legged scaffolding etc. complete .The
rate includes the cost of all materials , its application by specialized
applicators by spray coating with airless sprayer, cleaning the substrate
of all laitance, construction dust, contaminants, double scaffolding,
labour etc., all complete and at all heights, leads as per particular
specification & directions of Engineer-in-Charge. Guarantee Bond in
the prescribed proforma shall be executed by the contractor for the
satisfactory performance of the application for 10 years.
Sqm 242 ***
CS-CW-54
Chipping /removing loose concrete upto reinforcement bars, without
damaging the reinforcement, removing all the loose materials and to
make all the exposed surfaces free from oil, dust and all impurities etc
complete.
Sqm 150
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Buildings Schedule/ Common Schedule 2013
Concrete Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs) STAR
RATING
CS-CW-55
Removing corrosion of steel reinforcement by mechanical means like
wire brushing, chipping to remove loose rust and then applying rust
removal solution by using brush application, leaving the surface for at
least 15 to 30 minutes, then removing loose materials by scrubbing or
with brush and applying polymer bond to the old concrete surface
before applying Polymer mortar.
Sqm 460
CS-CW-56
Providing and applying Polymer modified cement mortar of average
thickness 15mm using Polymer in one or more layers in proportion
1:5:15 of Polymer Cement Quartz Sand as manufacturers
specifications in specific layers, curing the surface after 72 hours of
application with wet gunny bags etc and by finishing the surface with
12mm thick (1:3) Cement sand plaster.
Sqm 1955
CS-CW-57
Providing and applying Polymer modified cement mortar of average
thickness 30mm using Polymer in two layers in proportion 1:5:15 of
Polymer Cement Quartz Sand as manufacturers specifications in
sppecific layers, curing the surfaaace after 72 hours of application with
wet gunny bags etc and by finishing the surface with 12mm thick (1:3)
Cement sand plaster.
Sqm 3841
CS-CW-58Extra for spreading broken glass pieces under pavement 0.12 cu.m. of
broken glass pieces per 10 sq.m. of area.Sqm 16
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Chapter -4
Masonry Work
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Buildings Schedule/ Common Schedule 2013
Masonry Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs)STAR
RATING
CS-MW Masonry Works
BRICK WORK
CS-MW-1Brick work with common burnt clay F.P.S. (non modular) bricks of
class designation 7.5 in foundation and plinth in:
CS-MW-1-aCement mortar 1:3 (1 cement : 3 coarse sand)
Cum 5978
CS-MW-1-bCement mortar 1:4 (1 cement : 4 coarse sand)
Cum 5754
CS-MW-1-cCement mortar 1:6 (1 cement : 6 coarse sand)
Cum 5530
CS-MW-2
Brick work with common burnt clay modular bricks of class
designation 7.5 in foundation and plinth in:
CS-MW-2-aCement mortar 1:3 (1 cement : 3 coarse sand)
Cum 5584
CS-MW-2-bCement mortar 1:4 (1 cement : 4 coarse sand)
Cum 5387
CS-MW-2-c Cement Mortar 1:6 (1 cement : 6 coarse sand). Cum 5190
CS-MW-3
Brick work with common burnt clay F.P.S. (non modular) bricks of
class designation 7.5 in superstructure above plinth level upto floor
five level in all shapes and sizes in :
CS-MW-3-aCement mortar 1:3 (1 cement : 3 coarse sand)
Cum 6668
CS-MW-3-bCement mortar 1:4 (1 cement : 4 coarse sand)
Cum 6444
CS-MW-3-cCement mortar 1:6 (1 cement : 6 coarse sand)
Cum 6220
CS-MW-4
Brick work with common burnt clay modular bricks of class
designation 7.5 in superstructure above plinth level upto floor five
level in all shapes and sizes in :
CS-MW-4-aCement mortar 1:3 (1 cement : 3 coarse sand)
Cum 6668
CS-MW-4-bCement mortar 1:4 (1 cement : 4 coarse sand)
Cum 6444
CS-MW-4-cCement mortar 1:6 (1 cement : 6 coarse sand)
Cum 6220
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Buildings Schedule/ Common Schedule 2013
Masonry Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs)STAR
RATING
CS-MW-5
Brick work with common burnt clay machine moulded perforated
bricks of class designation 12.5 conforming to IS: 2222 in
superstructure above plinth level upto floor five level in cement
mortar 1:6 (1 cement : 6 coarse sand) :***
CS-MW-5-aWith F.P.S.(non modular) bricks
Cum 6536
CS-MW-5-bWith Modular bricks
Cum 6187
CS-MW-6
Extra for brick work / AAC block masonry / Tile brick masonry in
superstructure all level, for each four floors or part thereof by
mechanical means.Cum 299
CS-MW-7
Extra for forming cavity 5 cm to 7.5 cm 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 300 mm long of
25x3 mm section at not less than 3 ties per Sqm as per approved
design. (Measurement shall be made for per Sqm of elevational
area on one side only)
Sqm 106
CS-MW-8
Brick work in plain arches in superstructure above plinth level and
upto floor five level including centering and shuttering complete for
span up to 6 metres with common burnt clay F.P.S. (non modular)
bricks of class designation 7.5 in cement mortar 1:3 (1 cement : 3
coarse sand).
Cum 8980
CS-MW-9
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 607
HALF BRICK MASONRY
CS-MW-10
Half brick masonry with common burnt clay F.P.S. (non modular)
bricks of class designation 7.5 in foundations and plinth in :
CS-MW-10-aCement mortar 1:3 (1 cement : 3 coarse sand)
Sqm 656
CS-MW-10-bcement mortar 1:4 (1 cement : 4 coarse sand)
Sqm 631
CS-CS-MW-11
Half brick masonry with common burnt clay F.P.S. (non modular)
bricks of class designation 7.5 in superstructure above plinth level
up to floor V level.(Fire proof specification)
CS-MW-11-aCement mortar 1:3 (1 cement :3 coarse sand)
Sqm 731
CS-MW-11-bCement mortar 1:4 (1 cement :4 coarse sand)
Sqm 706
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Buildings Schedule/ Common Schedule 2013
Masonry Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs)STAR
RATING
CS-MW-12Extra for half brick masonry in superstructure, above floor V level
for every four floors or part thereof by mechanical means.Sqm 26
CS-MW-13
Extra for providing and placing in position 2 Nos 6mm dia. M.S.
bars at every third course of half brick masonry. Sqm 720
BRICK TILE WORK
CS-MW-14
Tile brick masonry work 5 cm thick with common burnt clay F.P.S.
(non modular) tile bricks of class designation 10 in cement mortar
1:3 (1 cement : 3 coarse sand) in superstructure above plinth and
upto floor five level.
Sqm 529 ***
HONEY COMB WORK, Fly ASH AND FIRE CLAY BRICK
CS-MW-15
Honey-comb brick work 10 / 11.5 cm thick with common burnt clay
bricks of class designation 7.5 in super structure at all levels in
soak pit, garden walls, etc.
CS-MW-15-aCement mortar 1:4 (1 cement : 4 coarse sand)
Sqm 422
CS-MW-15-bCement mortar 1:6 (1 cement : 6 coarse sand)
Sqm 409
CS-MW-16
Brick work with clay flyash F.P.S. (non modular) brick of class
designation 7.5 in superstructure above plinth level up to floor five
level in :
CS-CS-MW-16-a Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 6484
CS-CS-MW-16-bCement mortar 1:6 (1 cement : 6 coarse sand)
Cum 6260
CS-MW-17
Brick work with fire bricks of fire clay (refractory bricks) machine
moulded conforming to IS:6 in crematorium, fire stations, etc. at
upto floor five level in :
CS-MW-17-aCement mortar 1:4 (1 cement : 4 coarse sand)
Cum 16692 ***
CS-MW-17-bCement mortar 1:6 (1 cement : 6 Coarse sand)
Cum 16884 ***
UNCOURSED RUBBLE MASONRY
CS-MW-18
Uncoursed 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)
upto plinth level with :
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Buildings Schedule/ Common Schedule 2013
Masonry Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs)STAR
RATING
Cement mortar 1:6 (1 cement : 6 coarse sand). Cum 4047
CS-MW-19
Random rubble masonry with hard stone in superstructure above
plinth 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.Cement
mortar 1:6 (1 cement : 6 coarse sand)
Cum 4732
CS-MW-20Extra for random rubble masonry with hard stone in square and
rectangular pillarsCum 364
CS-MW-21 Extra for random rubble masonry with hard stone in circular pillars Cum 1001
COURSED RUBBLE MASONRY
CS-MW-22Coursed rubble masonry (first sort) with hard stone in foundation
and plinth with :
Cement mortar 1:6 Cum 4526
CS-MW-23Coursed rubble masonry (second sort) with hard stone in
foundation and plinth with :
Cement mortar 1:6 Cum 4278
CS-MW-24 Coursed rubble masonry (first sort) with hard stone insuperstructure above plinth with :
Cement mortar 1:6 Cum 5218
CS-MW-25Coursed rubble masonry (second sort) with hard stone in
superstructure above plinth with :
Cement mortar 1:6 Cum 4970
ASHLAR MASONRY
CS-MW-26
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 :
One face dressed ***
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Buildings Schedule/ Common Schedule 2013
Masonry Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs)STAR
RATING
CS-MW-26-a Red sand stone Cum Cum 26689 ***CS-MW-26-b White sand stone Cum Cum 27441 ***
Both face dressed ***CS-MW-26-c Red sand stone Cum Cum 35314 ***CS-MW-26-d White sand stone Cum Cum 36066 ***
CS-MW-27
Stone work plain ashlar in arches in super structure upto floor V
level 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.
***
One face dressed
CS-MW-27-a Red sand stone Cum Cum 30369 ***
CS-MW-27-b White sand stone Cum Cum 31212 ***Both face dressed ***
CS-MW-27-c Red sand stone Cum Cum 38994 ***
CS-MW-27-d White sand stone Cum Cum 43287 ***
CS-MW-28
Stone work plain ashlar in domes , in super structure upto floor V
level 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.
***
One face dressed ***
CS-MW-28-a Red sand stone Cum Cum 47987 ***
CS-MW-28-b White sand stone Cum Cum 48830 ***
Both face dressed ***
CS-MW-28-c Red sand stone Cum Cum 70780 ***
CS-MW-28-d White sand stone Cum Cum 71623 ***
CS-MW-29
Extra for stone work, random rubble / coursed rubble masonry /
ashlar masonry above floor V level for every four floors or part
thereof.
Cum 805 ***
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Buildings Schedule/ Common Schedule 2013
Masonry Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs)STAR
RATING
STONE WORK IN DRY CLADDING
CS-MW-30
Providing and fixing dry cladding upto 10 metre heights with 30
mm thick gang saw cut stone with (machine cut edges) of uniformcolour 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).
CS-MW-30-a Red sand stone Sqm 2397 ***CS-MW-30-b White sand stone Sqm 2461 ***
CS-MW-31
Providing and fixing structural steel frame (for dry cladding with 30
mm thick gang saw cut with machine cut edges sand stone) onwalls 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 fixed to the
wall with the help of M.S. 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 (1cement :2 coarse sand :4
graded stone aggregate 20 mm nominal size) of size 300x230x300
mm, 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
Engineerin-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).
Kg 450
CS-MW-32
Providing and fixing adjustable stainless steel cramps of approved
quality, 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.
Each 204
AAC BLOCK MASONRY
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Buildings Schedule/ Common Schedule 2013
Masonry Work
ITEM CODE ITEM DESCRIPTION UNIT RATE (Rs)STAR
RATING
CS-MW-33
Providing and laying autoclaved aerated (cellular) cement blocks
masonry with more than 100 mm thick AAC blocks in cement
mortar 1:4 (1 cement : 4 coarse sand ) including RCC stiffeners.
The rate includes providing and placing in position 2 Nos 6 mm dia
M.S. bars at every third course of masonry work, racking of joints,
scaffolding and curing,etc. completed as directed by Engineer-in-
Charge.
Cum 5447 **,***
COLCRETE MASONRY
CS-MW-34
Providing colcrete masonry with contractors rubble for foundation,
and superstructure in cement and sand grout of 1:3 by weight with
stones facing on both sides, including the cost of racking of joints
wherever necessary curing etc. complete as directed.
Cum 3160
CS-MW-35
Providing colcrete masonry with free Municipal rubble for
foundations and superstructures in cement and sand grout of 1:3by weight with stone facing on both sides, including the cost of
racking of joints wherever necessary curing etc. complete as
directed.
Cum 2375
CS-MW-36
Providing colcrete masonry with contractors rubble for foundations
and superstructures in cement and sand grout of 1:3 by weight
with grout finish of 12 mm thickness on both sides, including
curring etc. complete as directed.
Cum 4264
CS-MW-37
Providing colcrete masonry with free Municipal rubble for
foundations and superstructures in cement and sand grout of 1:3
by weight withgrout finish of 12 mm thickness on both sides,
including curing etc. complete as directed.
Cum 3479
MISCELLANEOUS WORK
CS-MW-38
Stone work, plain i