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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:



2) It also includes the royalty and other taxes if any.

Cum 362

3 Municipal Corporation of Greater M

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Earth Work


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:




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:




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:




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


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Earth Work


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)


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


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Earth Work


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,


conforming to relevant IS, stacking the selected material in measurable heaps for


loading, unloading, leveling excluding shoring, strutting etc. complete as directed byEngineer-in-Charge.

Note:




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:




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,


conforming to relevant IS, stacking the selected material in measurable heaps for


loading, unloading, leveling excluding shoring, strutting etc. complete as by Engineer-in

Charge.Note:




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:


pipes, water mains etc.2) It also includes the royalty and other taxes if any.

Cum 8689


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Earth Work


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:




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:


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.


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.


Sqm 446


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Earth Work


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.


Cum 1248


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Chapter -3

Concrete Work

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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


kg/cum).Cum 5807 **,***


kg/cum).Cum 5574 **,***

9 Municipal Corporation of Greater Mumbai

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Concrete Work


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 **,***


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.


kg/cum as per IS 456 table showing minimum cement content).Cum 6136 **,***





CS-CW-3-b All works above plinth .



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

**,***



Pre-Cast Concrete


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Concrete Work


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


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 **,***


upto 9m height in terms of floor beams including finishing, etcCum 878 **,***


upto 13m height in terms of floor beams including finishing, etcCum 1209 **,***


upto 9m height in terms of columns including finishing, etcCum 989 **,***


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


content.)

Cum 183 **,***

CS-CW-17




content.)

Cum 501 **,***

CS-CW-18




content.)

Cum 730 **,***

CS-CW-19




content.)

Cum 1025 **,***


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Concrete Work


RATING

CS-CW-20




content.)

Cum 1199 **,***

CS-CW-21




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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Concrete Work


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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Concrete Work


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



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



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



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



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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Concrete Work


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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Concrete Work


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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Concrete Work


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-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-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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Concrete Work


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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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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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:


Cum 5584


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 :


Cum 6668


Cum 6444


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 :


Cum 6668


Cum 6444


Cum 6220


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Masonry Work


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 :


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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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.


Sqm 422


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 :


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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Masonry Work


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 :


CS-MW-24 Coursed rubble masonry (first sort) with hard stone insuperstructure above plinth with :


CS-MW-25Coursed rubble masonry (second sort) with hard stone in

superstructure above plinth with :


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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Masonry Work


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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Masonry Work


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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Masonry Work


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

MCGM BLDG SOR 13.11

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Transcript of MCGM BLDG SOR 13.11