schedule of rates for almora uttarakhand india

7/26/2019 Schedule of Rates for Almora Uttarakhand India

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DSR REPORT

Name Building Works Based On CPWD skeleton Year 2014-2015

PWD UTTRAKHAND

Chapter Name Earth Work

Rate In (Rs.)

UnitItem Description Rate

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 min

width as well as 10 sqm on plan including disposal of excavated earth upto 50 m andlift

upto 1.5 m, disposed soil to be levelled and neatly dressed.

1-2-1

sq.mEarth work in excavation in all kinds of soils.80966 1-2-1-1 38.400

Earth work in rough excavation, banking excavated earth in layers not exceeding 20

cm in depth, breaking clods watering, rolling each layer with tonne roller or

wooden or steel rammers, and rolling every 3rd and top-most layer with power rollerof minimum 8 tonnes and dressing up in embankments for roads, flood banks,marginal banks and guide banks or filling up ground depressions, lead upto 50 m

and lift upto 1.5 m

1-2-2

cu.mEarth work in rough excavation, banking excavated earth, breaking clods, watering

& rolling in all Kinds of soil.80967 1-2-2-1 293.000

Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods,

watering, rolling each layer with tonne roller, or wooden or steel rammers, androlling

every 3rd and top-most layer with power roller of minimum 8 tonnes and dressingup, in

embankments for roads, flood banks, marginal banks, and guide banks etc., leadupto

50 m and lift upto 1.5 m.

1-2-3

cu.mBanking excavated earth in layers not exceeding 20 cm. in depth (all kinds of soils)80968 1-2-3-1 182.500

cu.mDeduct for not rolling with power roller of minimum 8 tonnes for

banking excavated earth in layers not exceeding 20 cm in depth.80969 1-2-4 2.200

cu.mDeduct for not watering the excavated earth for banking80970 1-2-5 11.600

Earth work in excavation by mechanical means (Hydraulic excavator)/ manualmeansover areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan)

includingdisposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be

levelled and neatly dressed.

1-2-6

Block 70 Dhauladevi (ALMORA)Rate Card Effective Date 16/05/2014

Building Works Based On CPWD skeleton - 2014-2015 -

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Rate In (Rs.)


cu.mExcavation in all kinds of soil80971 1-2-6-1 221.800

Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manualmeans

over areas (exceeding 30 cm in depth, 1.5m in width as well as-10 sqm on plan)

includingdisposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be

levelled and neatly dressed.

1-2-7

cu.mOrdinary rock80972

1-2-7-1 303.900

cu.mHard rock (requiring blasting)80973 1-2-7-2 592.400

cu.mHard rock (blasting prohibited)80974 1-2-7-3 649.200

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual

meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan)

including dressing of sides and ramming of bottoms, lift upto 1.5 m, including

gettingout the excavated soil and disposal of surplus excavated soil as directed, within a

leadof 50 m.

1-2-8

cu.mAll kinds of soil.80975 1-2-8-1 224.700

Excavation work by mechanical means (Hydraulic Excavator)/ manual means in

foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on planincluding

dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the

excavated soil and disposal of surplus excavated soils as directed, within a lead of50m.

1-2-9

cu.mOrdinary rock80976 1-2-9-1 323.000

cu.mHard rock (requiring blasting)80977 1-2-9-2 683.000

cu.mHard rock (blasting prohibited)80978 1-2-9-3 662.500

Excavating trenches of required width for pipes, cables, etc including excavation forsockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including

gettingout the excavated soil and then returning the soil as required, in layers not exceeding

20cm in depth including consolidating each deposited layer by ramming, watering, etc.

and disposing of surplus excavated soil as directed, within a lead of 50 m :

1-2-10

All kinds of soil1-2-10-1

metrePipes, cables etc, not exceeding 80 mm dia.80979 1-2-10-1-1 146.300

metrePipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.80980 1-2-10-1-2 238.900

metrePipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm.80981 1-2-10-1-3 373.000



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Rate In (Rs.)


metreExtra for excavating trenches for pipes, cables etc. in all kinds of soil

for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is overcorresponding basic item for depth upto 1.5 metre).

80982 1-2-11 317.100

metreExtra for excavating trenches for pipes, cables, etc, in all kinds ofsoil for depth exceeding 3 m in depth, but not exceeding 4.5 m.

(Rate is over corresponding basic item for depth upto 1.5 metre.)

80983 1-2-12 808.900

Excavating trenches of required width for pipes, cables, etc, including excavation for

sockets, depth upto 1.5 m including getting out the excavated materials, returningthe

soil as required in layers not exceeding 20 cm in depth including consolidating each

deposited layers by ramming, watering etc. stacking serviceable material formeasurements and disposal of unserviceable material as directed, within a lead of

50m :

1-2-13

Ordinary rock1-2-13-1

metrePipes, cables etc. not exceeding 80 mm dia.80984 1-2-13-1-1 196.000


metrePipes, cables exceeding 300 mm dia but not exceeding 600mm dia80986 1-2-13-1-3 558.400

Hard rock (requiring blasting)1-2-13-2



metrePipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia.80989 1-2-13-2-3 1,045.400

Hard rock (blasting prohibited)1-2-13-3



metrePipes, cables etc. exceeding 300 mm dia but notexceeding 600mm dia.

80992 1-2-13-3-3 1,017.800

metreExtra for excavating trenches for pipes, cables, etc. in ordinary/hardrock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over

corresponding basic item for depth upto 1.5 metre.)

80993 1-2-14 1,812.200

metreExtra for excavating trenches for pipes, cables, etc. in ordinary/hard

rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is overcorresponding basic item for depth upto 1.5 metre.)

80994 1-2-15 2,222.900

Close timbering in trenches including strutting, shoring and packing cavities(wherever required) complete. (Measurements to be taken of the face area timbered).

1-2-16

sq.mDepth not exceeding 1.5 m.80995 1-2-16-1 122.700

sq.mDepth exceeding 1.5 m but not exceeding 3 m.80996 1-2-16-2 129.900



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Rate In (Rs.)


sq.mDepth exceeding 3 m but not exceeding 4.5 m.80997 1-2-16-3 129.000

Close timbering in case of shafts, wells, cesspits, manholes and the like includingstrutting, shoring and packing cavities (wherever required) etc. complete.

(Measurements to be taken of the face area timbered).

1-2-17



sq.mDepth exceeding 3 m but not exceeding 4.5 m.81000 1-2-17-3 151.900Close timbering over areas including strutting, shoring and packing, cavities(wherever required) etc. complete. (Measurements to be taken of the face area

timbered):

1-2-18




sq.mExtra for planking, strutting and packing materials for cavities (in

close timbering) if required to be left permanently in position. (Facearea of timber permanently left to be measured).

81004 1-2-19 1,660.700

Open timbering in trenches including strutting and shoring complete

(measurements to be taken of the face area timbered)

1-2-20



sq.mDepth exceeding 3 m but not exceeding 4.5 m81007 1-2-20-3 72.700

Open timbering in case of shafts, wells, cesspits, manholes and the like including

strutting and shoring complete (Measurements to be taken of the face areatimbered)

1-2-21




Open timbering over areas including strutting, shoring etc. complete.

(Measurements to be taken of the face area timbered)

1-2-22




sq.mExtra for planking and strutting in open timbering if required to be leftpermanently in position. (Face area of the timber permanently left to

be measured).

81014 1-2-23 843.600



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Rate In (Rs.)


Extra rates for quantities of works, executed: (The extra percentage rate is applicable

in respect of each item but limited to quantities of work executed in thesedifficult conditions).

1-2-24

metreIn or under water and/ or liquid mud, including pumping out water as required.81015 1-2-24-1 0.000

metreIn or under foul position, including pumping out water as required.81016 1-2-24-2 0.000

cu.mFilling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, leadup to 50 m and lift upto 1.5 m.

81017 1-2-25 84.900

Extra for every additional lift of 1.5 m or part thereof in.1-2-26

cu.mAll kinds of soil.81018 1-2-26-1 35.200

cu.mOrdinary or hard rock.81019 1-2-26-2 63.100

cu.mSupplying and filling in plinth with Jamuna sand under floors

including, watering, ramming consolidating and dressing complete.81020 1-2-27 1,102.300

Surface dressing of the ground including removing vegetation and in-equalities not

exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.

1-2-28

sq.mAll kinds of soil.81021 1-2-28-1 9.500

Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same.1-2-29

sq.mAll kinds of soil.81022 1-2-29-1 9.400

Excavating holes upto 0.5 cum including getting out the excavated soil, thenreturning the soil as required in layers not exceeding 20 cm in depth, including

consolidating each deposited layer by ramming, watering etc, disposing of surplusexcavated soil; as directed within a lead of 50 m and lift upto 1.5 m.

1-2-30

eachAll kinds of soil.81023 1-2-30-1 116.800

eachOrdinary rock81024 1-2-30-30-2 164.100

eachHard rock (requiring blasting)81025 1-2-30-30-3 368.300

eachHard rock (requiring blasting)81026 1-2-30-30-4 358.100

sq.mClearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth upto 30 cm measured at a height of 1 m above ground level and

removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

81027 1-2-31 4.900

sq.mClearing grass and removal of the rubbish upto a distance of 50 m outside the

periphery of the area cleared.

81028 1-2-32 2.500

Felling trees of the girth (measured at a height of 1 m above ground level) including

cutting of trunks and branches removing the roots and stacking of serviceablematerial and disposal of unserviceable material.

1-2-33

eachBeyond 30 cm girth upto and including 60 cm girth81029 1-2-33-1 150.700



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Rate In (Rs.)


eachBeyond 60 cm girth upto and including 120 cm girth81030 1-2-33-2 664.800

eachBeyond 120 cm girth upto and including 240 cm girth81031 1-2-33-3 3,067.500

eachAbove 240 cm girth81032 1-2-33-4 6,156.500

Supplying chemical emulsion in sealed containers including delivery as specified.1-2-34

litreChlorpyriphos/Lindane emulsifiable concentrate of 20%81033 1-2-34-1 328.500

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

anti-termitetreatment (including the cost of chemical emulsion).

1-2-35

Along external wall where the apron is not provided using chemical emulsion @

7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mmincluding excavation channel along the wall & rodding etc. complete

1-2-35-1

metreWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration.81034 1-2-35-1-1 49.200

Along the external wall below concrete or masonry apron using chemical emulsion@ 2.25 litres per linear metre including drilling and plugging holes etc.

1-2-35-2


Treatment of soil under existing floors using chemical emulsion @ one litre per

hole, 300 mm apart including drilling 12 mm diameter holes and plugging with

cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor

1-2-35-3

sq.mWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration.81036 1-2-35-3-1 283.700

Treatment of existing masonry using chemical emulsion @ one litre per hole at300 mm interval including drilling holes at 45 degree and plugging them with

cementmortar 1:2 (1 cement: 2 coarse sand) to the full depth of the hole

1-2-35-4


Diluting and injecting chemical emulsion for POST-CONSTRUCTIONALanti-termite

treatment (excluding the cost of chemical emulsion)

1-2-35-5

metreTreatment at points of contact of wood work by chemical emulsion Chlorpyriphos/

Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mmdia holes at downward angle of 45 degree at 150 mm centre to centre and sealing

the same.

81038 1-2-35-5-1 189.200

cu.mDeduct for disposed soil not levelled and neatly dressed (against item No.

2.6,&2.7)

81039 1-2-36 25.800

cu.mSupply and Stacking of fly ash conforming to IRC-58 at Site including carriage,

loading, unloading & stacking up to any lead (measured stacks will be reduced by

20% for Payment)

81040 1-2-37 0.000

cu.mFilling with available fly ash and earth (excluding rock) in trenches or embankment

in layers (each layer should not exceed 15 cm), with intermediate layer of

81041 1-2-38 0.000



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Rate In (Rs.)


compacted earth(Soil density of 98%) after every four layers of compacted depth offly ash, sides & Top layer of filling shall be done with earth having total minimum

compacted thickness 30 cm or as decided by Engineer-in-charge, includingcompacting each layer by rolling/ ramming and watering, all complete as per

drawing and direction of Engineer-in-change.

Specification:


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Chapter Name Mortars

Rate In (Rs.)


cu.mCement Mortar 1:1 (1 cement : 1 fine sand)81042 1-3-1 9,292.500

cu.mCement mortar 1:2 (1 cement : 2 fine sand).81043 1-3-2 6,839.300





cu.mCement mortar 1:2 (1 cement : 2 coarse sand).81048 1-3-7 8,105.700





cu.mCement mortar 1:2 (1 cement : 2 stone dust).81053 1-3-12 7,625.600

cu.mCement mortar 1:2 (1 cement : 2 marble dust).81054 1-3-13 7,716.700

cu.mCement mortar 1:5 (1 cement : 5 marble dust).81055 1-3-14 4,996.900

cu.mWhite cement mortar 1:2 (1 white cement : 2 marble dust).81056 1-3-15 13,623.200



cu.mMud mortar81059 1-3-18 535.500

cu.mMortar in lime, Surkhi (50% red and 50% light yellow) and marble dust 1:1.5:0.581060 1-3-19 0.000Specification:



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Chapter Name Concrete Work

Rate In (Rs.)


Providing and laying in position cement concrete of specified grade excluding thecost of centring and shuttering -

-All work upto plinth level

1-4-1

cu.mProviding and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinthlevel :

1:1:2 (1 Cement : 1 coarse sand : 2 graded stone

aggregate 20 mm nominal size)

81061 1-4-1-1 9,220.400

cu.m1:1.5:3 (1 Cement:1.5 Coarse Sand: 3 Graded Stone Aggregate 20 mm nominal

size).81062 1-4-1-2 7,262.300

cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)81063 1-4-1-3 6,641.800

cu.m1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominalsize).

81064 1-4-1-4 5,944.900


81065 1-4-1-5 5,864.700


81066 1-4-1-6 4,995.500

cu.m1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate 40 mm nominal

size).81067 1-4-1-7 4,966.800

cu.m1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal

size).81068 1-4-1-8 4,529.300

cu.m1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size)81069 1-4-1-9 4,500.600

cu.m1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal

size)

81070 1-4-1-10 4,156.300

cu.m1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size)81071 1-4-1-11 4,118.600

cu.m1:2:3.5:9 (1 ordinary portland cement : 2 Fly ash : 3.5 coarse sand : 9 gradedstone aggregate 40 mm nominal

size).

81072 1-4-1-12 4,654.300

cu.m1:2.5:4:11 (1 ordinary portland cement : 2? fly ash : 4 coarse sand : 11

graded stone aggregate 40 mm nominalsize)

81073 1-4-1-13 4,238.900

Providing and laying cement concrete in retaining walls, return walls (any thickness)

including attached pilasters, columns, piers, abutmets, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks,plain window sills, fillets etc upto floor five level, excluding the cost of centring,

shuttering and finishing

1-4-2

cu.m1:1:2 (1 cement: 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)81074 1-4-2-1 9,803.000



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Rate In (Rs.)


cu.m1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone

Aggregate 20 mm nominal size).81075 1-4-2-2 7,844.800

cu.m1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

size).81076 1-4-2-3 7,224.400

cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

40 mm nominal size).81077 1-4-2-4 6,527.500


20 mm nominal size).

81078 1-4-2-5 6,447.300


40 mm nominal size).81079 1-4-2-6 5,578.100

cu.m1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate 40mm nominal size).

81080 1-4-2-7 5,549.400

cu.m1:5:10 ( 1 Cement : 5 Coarse sand : 10 graded stone aggregate 40 mm nominalSize).

81081 1-4-2-8 4,095.900

Centering shuttering including struttings, propping etc. and removal of form workfor

1-4-3

sq.mFoundations, footings, bases for columns.81082 1-4-3-1 184.200

sq.m2 Retaining walls, return walls, walls (any thickness) including

attached pilasters, buttresses, plinth and string courses

fillets etc.

81083 1-4-3-2 328.400

sq.mColumns, piers, abutments, pillars, posts and struts.81084 1-4-3-3 413.900

Providing and laying cement concrete in kerbs, steps and the like at or near groundlevel excluding the cost of centring, shuttering and finishing.

1-4-4

cu.m1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).81085 1-4-4-1 6,641.800

cu.m1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).81086 1-4-4-2 5,864.700

Providing and fixing upto floor five level precast cement concrete string or lacing

courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers,steps, stair cases, etc. including hoisting and setting in position with cement mortar

1:3 (1 Cement: 3 coarse sand), cost of required centring, shuttering and finishingsmooth with 6mm thick cement plaster 1:3 (1 Cement: 3 fine sand)

1-4-5

cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).81087 1-4-5-2 9,756.600

cu.m1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).81088 1-4-5-3 8,979.100

cu.m1:1.5:3 ( 1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominalSize).

81089 1-4-5-1 0.000

Providing and fixing at or near ground level precast cement concrete in kerbs,edgings

etc. as per approved pattern and setting in position with cement mortar 1:3 (1Cement:

1-4-6



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Rate In (Rs.)


3 coarse sand) including the cost of required centring, shuttering and finishingsmooth with 6mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed

surfaces complete.

cu.m1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).81090 1-4-6-1 8,406.600

Providing and fixing upto floor five level precast cement concrete solid blockincluding hoisting and setting in position with cement mortar 1:3 (1 cement: 3

coarsesand), cost of required centring, shuttering and finishing smooth with 6mm thick

cement plaster 1:3 (1 cement: 3 fine sand) on exposed surfaces complete

1-4-7

cu.m1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).81091 1-4-7-1 11,184.800


20mm nominal size).81092 1-4-7-2 10,407.700

Providing and fixing upto floor five level precast cement concrete hollow block

including hoisting and setting in position with cement mortar 1:3 (1 cement : 3coarse

sand), cost of required centring, shuttering and finishing smooth with 6mm thickcement plaster 1:3 (1 cement: 3 fine sand) on exposed surfaces complete

1-4-8

cu.m1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).81093 1-4-8-1 10,055.900

cu.m1:3:6 (1 Cement:3 coarse sand:6 graded stone aggregate 20mm nominal size).81094 1-4-8-2 8,731.200

eachPrecasting and placing in position 125 mm dia Bollards 600 mm high

of required shape including providing M.S. Pipe Sleeve 50 mm dia

300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mmlong with 150x150x6mm M.S. plate welded at bottom and embedded

150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size) including necessary

excavation of size 250x250x450mm deep for the same inbitumen/concrete pavement at specified spacing.

81095 1-4-9 22,174.000

sq.mProviding and laying damp-proof course 40mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 12.5mm nominal size).

81096 1-4-10 308.200

sq.mProviding and laying damp-proof course 50mm thick with cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).

81097 1-4-11 376.900

kilogramExtra for providing and mixing water proofing material in cement concrete work @1 kg per 50 kg of cement.

81098 1-4-12 36.600

sq.mApplying a coat of residual petroleum bitumen of penetration 80/100of approved quality using 1.7kg per square metre on damp proofcourse after cleaning the surface with brushes and finally with a

piece of cloth lightly soaked in kerosene oil.

81099 1-4-13 133.700

cu.mExtra for concrete work in superstructure above floor V level for each

four floors or part thereof.81100 1-4-14 435.900



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Rate In (Rs.)


cu.mExtra for laying concrete in or under water and/or liquid mud including cost of

pumping or bailing out water and removing slush etc. complete.81101 1-4-15 399.400

cu.mExtra for laying concrete in or under foul positions81102 1-4-16 137.300

sq.mMaking plinth protection 50mm thick of cement concrete 1:3:6 (1

cement :3 coarse sand : 6graded stone aggregate 20mm nominalsize) over 75mm bed by dry brick ballast 40mm nominal size well

rammed and consolidated and grouted with fine sand includingfinishing the top smooth

81103 1-4-17 541.300

kilogramExtra for addition of synthetic polyster triangular fibre of length 12mm, effectivediameter of 10-40 microns and specific gravity of 1.34 to 1.40 in cement

concrete/RCC/Flooring/Water retaining structure by using 125 gms of syntheticpolyster triangular fibre for 50 kg cement used as per directions of engineer in

charge.(Rates are for per kg of cement)

81104 1-4-18 1.100

Providing and laying in position ready mixed plain cement concrete, using fly ash

and cement content as per approved design mix and manufactured in fully automaticbatching plant and transported to site of work in transit mixer for all leads, having

continuous agitated mixer, manufactured as per mix design of specified grade forplain cement concrete work, including pumping of R.M.C. from transit mixer to site

of laying and curing excluding the cost of centering, shuttering and finishing,

including cost of curing, admixtures in recommended proportions as per IS : 9103 toaccelerate / retard setting of concrete, improve workability, without impairing

strength and durability as per direction of the Engineer-in-charge.NOTE :

(1) Excess/less Cement used than specified in this item is payable / recoverableseparately.

(2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as partreplacement of OPC as per IS:456 Uniform blending with cement is to be ensured in

accordance with clau ; es 5.2 and 5.2.1 of IS: 456-2000 in the items of BMC andRMC.

(3) The above item shall be used judiciously where specifed quality of Fly Ash isavailable for mixing in concrere. Also , the guidelines issued by CDO, CPWD, Vide

circular no. CDO/SE(RR)/Fly Ash (Main)/102 dated 9th April 2009 shall befollowed in such cases.

1-4-19

All works upto plinth level.1-4-19-1

cu.mM-15 grade plain cement concrete (Cement content cinsidered @ 240 kg/cum).81105 1-4-19-1-1 6,096.500

cu.mM-10 grade plain cement cincrete (cement content considered @ 220 kg/cum).81106 1-4-19-1-2 6,501.600

All Works above plinth and upto floor V level.1-4-19-2

cu.mM-15 grade plain cement concrete. (cement content considered @ 240 kg./cum)81107 1-4-19-2-1 7,014.700

cu.mM-10 grade plain cement concrete. (cement content considered @ 220 kg./cum).81108 1-4-19-2-2 6,863.700

Providing and laying in position ready mixed plain cement concrete, with cement

content as per apprved design mix and manufactured in fully automatic batchingplant and transported to site of work in transit mixer for all leads, having continuous

1-4-20



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Rate In (Rs.)


agitated mixer, manufactured as per mix desigb of specified grade for plan cemeconcrete work, including pumping of R.M.C. from transit mixer to site of laying an

curing, excluding the cost of centering, shuttering and finishing, including cost ocuring, admixtures in recommended proportions as per IS : 9103 to accelerate/ retar

setting of concrete, improve workability with out impairing strength and durabilitas per direction of the Engineer-in-charge.

NOTE :

(1) Excess/less cement used than specified in this item is payable/recoverablseparately.

All works upto plinth level.1-4-20-1

cu.mM-15 grade plain cement concrete (cement content considered @ 240kg/cum).81109 1-4-20-1-1 6,606.200

cu.mM-10 grade plain cement concrete (cement content considered @ 220 kg/cum).81110 1-4-20-1-2 5,459.400

All works above plinth and upto floor V level.1-4-20-2



Specification:



16/07/15 12:42Page 13 of 184


14/184

Chapter Name Reinforced Cement Concrete Work

Rate In (Rs.)


Providing and laying in position specified grade of reinforced cement concrete1-5-1

cu.m1:1:2 (1 cement: 1 coarse sand : 2 graded stone aggregate 20 mm nominal size).81113 1-5-1-1 9,422.200

cu.m1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone

aggregate 20 mm nominal size)81114 1-5-1-2 7,464.100

cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stone


Reinforced cement concrete work in walls (any thickness), including attached

pilasters, buttresses, plinth and string courses, fillets, columns, pillars,piers,abutments, posts and struts etc. upto floor five level excluding cost of centring,

shuttering, finishing and reinforcement

1-5-2

cu.m1:1:2 (1 cement: 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)81116 1-5-2-1 10,089.800

cu.m1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone


cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size).

81118 1-5-2-3 7,511.200

cu.mReinforced cement concrete work in beams, suspended floors, roofs having

slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills, staircases and spiral stair cases up to floor five level excluding the

cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

81119 1-5-3 7,441.700

cu.mProviding and laying up to floor five level reinforced cementconcrete in kerbs, steps and the like excluding the cost of

centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm

nominal size).

81120 1-5-4 7,112.400

cu.mReinforced cement concrete work in arches, archribs, domes,

vaults, shells, folded plate and roofs having slope more than 15?

up to floor five level excluding the cost of centering, shuttering,finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand :

4 graded stone aggregate 20 mm nominal size).

81121 1-5-5 7,254.100

cu.mReinforced cement concrete work in chimneys, shafts, up to floor

five level excluding the cost of centering, shuttering, finishing andreinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size).

81122 1-5-6 7,586.800

cu.mReinforced cement concrete work in well-steining excluding the

cost of centering, shuttering, finishing and reinforcement with1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size).

81123 1-5-7 6,665.000

cu.mReinforced cement concrete work in vertical and horizontal fins

81124 1-5-8 7,857.100



16/07/15 12:42Page 14 of 184


15/184

Rate In (Rs.)


individually or forming box louvers, facias and eaves boards up tofloor five level excluding the cost of centering, shuttering,

finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 20mm nominal size).

Centring and shuttering including strutting,ropping etc. and removal of form for1-5-9

sq.mCentring and shuttering for foundations, footings, bases of columns, etc. for mass

concrete.81125 1-5-9-1 184.200

sq.mCentring and shuttering for Walls (any thickness) including attached

pilasters,butteresses, plinth and string courses etc.

81126 1-5-9-2 328.400

sq.mCentring and Shuttering for Suspended floors, roofs, landings, balconies and

access platform.81127 1-5-9-3 363.400

sq.mShelves (Cast in situ)81128 1-5-9-4 344.200

sq.mLintels, beams, plinth beams, girders, bressumers and cantilevers.81129 1-5-9-5 304.700

sq.mColumns, Pillars, Piers, Abutments, Posts and Struts.81130 1-5-9-6 395.500

sq.mStairs, (excluding landings) except spiral-staircases.81131 1-5-9-7 427.300

sq.mSpiral staircases (including landing).81132 1-5-9-8 349.300

sq.mArches, domes, vaults up to 6 m span81133 1-5-9-9 1,089.300

sq.mExtra for arches, domes, vaults exceeding 6 m span81134 1-5-9-10 539.600

sq.mChimneys and shafts81135 1-5-9-11 328.400

sq.mWell steining81136 1-5-9-12 576.400

sq.mVertical and horizontal fins individually or forming box louvers band, facias and

eaves boards.81137 1-5-9-13 604.600

sq.mExtra for shuttering in circular work (20% of respective

centering and shuttering items).81138 1-5-9-14 0.000

sq.mSmall lintels not exceeding 1.5m clear span, moulding as in cornices, window

sills, string courses, bands,copings, bed plates, anchor blocks and the like.

81139 1-5-9-15 184.200

Edges of slabs and breaks in floors and walls.1-5-9-16

metreUnder 20 cm wide81140 1-5-9-16-1 127.900

sq.mAbove 20 cm wide81141 1-5-9-16-2 565.100

sq.mCornices and mouldings81142 1-5-9-17 613.900

sq.mSmall surfaces such as cantilever ends, brackets and ends of steps, caps and basesto pilasters and

columns and the like.

81143 1-5-9-18 512.600

sq.mWeather shade, Chajjas, corbels etc., including

edges.81144 1-5-9-19 537.000



16/07/15 12:42Page 15 of 184


16/184

Rate In (Rs.)


sq.mSuspended floors, roofs, landings, balconies and

access platform. with water proof ply 12mm thick81145 1-5-9-20 0.000

sq.mLintels, beams, plinth beams, girders, bressumers and

cantilevers. with water proof ply 12mm thick.81146 1-5-9-21 0.000

Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete

as per the Engineer-in-charge

1-5-10

each12 mm dia. & 100 mm length.81147 1-5-10-1 141.700



each20 mm dia.& 225 mm length.81150 1-5-10-4 186.600

Extra for additional height in centring, shuttering where ever required with adequate

bracing, propping etc. including cost of de-shuttering and decentring at alllevels,over a height of 3.5 m, for every additional height of 1 metre or part thereof

(Plan

area to be measured)

1-5-11

sq.mSuspended floors, roofs, landing, beams and balconies (Plan area to be measured).81151 1-5-11-1 180.100cu.mProviding, hoisting and fixing up to floor five level precast

reinforced cement concrete work in string courses, bands,

copings, bed plates, anchor blocks, plain window sills and the likeincluding the cost of required centering, shuttering, finishing

smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 finesand) on exposed surfaces complete but excluding cost of

reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded

stone aggregate 20mm nominal size).

81152 1-5-12 9,898.800

cu.mProviding, hoisting and fixing up to floor five level precast

reinforced cement concrete in small lintels not exceeding 1.5mclear span up to floor five level including the cost of required

centering, shuttering and finishing smooth with 6 mm thickcement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces

but excluding the cost of reinforcement with 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20mm nominal size).

81153 1-5-13 11,516.100

cu.mProviding, hoisting and fixing up to floor five level precastreinforced cement concrete in mouldings as in cornices, windows sills etc.

including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost ofrequired centering, shuttering and finishing smooth with 6 mm thick cement

plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete butexcluding the cost of reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size).

81154 1-5-14 12,984.600

cu.mProviding, hoisting and fixing up to floor five level precastreinforced cement concrete in lintels, beams and bressumers

including setting in cement mortar 1:3 (1 cement : 3 coarse

81155 1-5-15 10,115.500



16/07/15 12:42Page 16 of 184


17/184

Rate In (Rs.)


sand), cost of required centering and shuttering and finishingsmooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine

sand) on exposed surfaces but excluding the cost ofreinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size).

cu.mProviding, hoisting and fixing up to floor five level precast

reinforced cement concrete in shelves including setting in cementmortar 1:3 (1 cement : 3 coarse sand), cost of required centering,

shuttering and finishing with neat cement punning on exposed

surfaces but excluding the cost of reinforcement with 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 12.5mmnominal size).

81156 1-5-16 13,089.500

cu.mProviding, hoisting and fixing up to floor five level precastreinforced cement concrete in vertical & horizontal fins

individually or forming box louvers setting in cement mortar 1:2 (1

cement : 2 coarse sand) including the cost of required centering,shuttering and finishing smooth with 6mm thick cement plaster

1:3 (1 cement : 3 fine sand) on exposed surfaces complete butexcluding the cost of reinforcement with 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal size).

81157 1-5-17 13,383.100

Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded

stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wireincluding centring and shuttering, roughening cleaning, fixing and finishing in

cement mortar 1:3 (1 cement: 3 fine sand) etc.complete excluding plastering ofthe jambs, sills and soffits.

1-5-18

sq.m50 mm thick81158 1-5-18-1 682.700

sq.m40 mm thick81159 1-5-18-2 575.300

sq.m25 mm thick81160 1-5-18-3 557.500

cu.mEncasing rolled steel sections, in beams and columns, with

cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stoneaggregate 12.5mm nominal size) including centering and

shuttering complete but excluding cost of reinforcement.

81161 1-5-19 10,017.900

cu.mEncasing rolled steel section in grillages with cement concrete

1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate12.5mm nominal size) including centering and shuttering but

excluding cost of expanded metal and hangers.

81162 1-5-20 0.000

sq.mExtra for providing and fixing expanded metal mesh of size

20x60mm and strands 3.25mm wide 1.6mm thick weighing 3.64kg. per sqm. for encasing of rolled steel sections in beams,

columns and grillages excluding cost of hangers.

81163 1-5-21 371.000

Reinforcement for R.C.C. work including straightening, cutting, bending, placing

in position and binding all complete.

1-5-22



16/07/15 12:42Page 17 of 184


18/184

Rate In (Rs.)


kilogramReinforcement for R.C.C. Work Using Mild Steel and Medium /Tensile Steel Bars81164 1-5-22-1 63.500

kilogramReinforcement for R.C.C. Work Using Hard Drawn Steel Wire81165 1-5-22-2 74.000

kilogramReinforcement for R.C.C. Work Using Cold Twisted Bars81166 1-5-22-3 71.500

kilogramReinforcement for R.C.C. Work Using Hot Rolled Deformed Bars81167 1-5-22-4 71.500

kilogramReinforcement for R.C.C. Work Using Hard Drawn Steel Wire Fabric81168 1-5-22-5 69.000

kilogramReinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars81169 1-5-22-6 71.500

Steel reinforcement for R.C.C. work including straightening, cutting,bending,placing in position and binding all complete above plinth level.

1-5-22-A

kilogramMild steel and Medium Tensile steel bars.81170 1-5-22-A-1 68.400

kilogramHard drawn steel wire.81171 1-5-22-A-2 72.700

kilogramCold twisted bars.81172 1-5-22-A-3 0.000

kilogramHot rolled deformed bars.81173 1-5-22-A-4 0.000

kilogramHard drawn steel wires fabric.81174 1-5-22-A-5 67.400

kilogramThermo-Mechanically Treated bars.81175 1-5-22-A-6 0.000

sq.mSmooth finishing of the exposed surface with 6mm thick cement mortar 1:3 (1

Cement : 3 fine sand)81176 1-5-23 126.800

sq.mExtra for rendering smooth the top of suspended floors, landings

and staircases (treads and risers) with cement mortar 1:2 (1cement : 2 coarse sand) including a floating coat of neat cement

and protecting the surface with a layer of 7.5 cm of earth laidover 15 mm of fine sand in case of suspended floor and bricks

laid in mud mortar in case of landings and steps includingsubsequent removal and cleaning of the same.

81177 1-5-24 93.400

kilogramProviding and fixing in position copper plate as per design for

expansion joints.81178 1-5-25 330.200

metreProviding and filling in position, blown bitumen in expansion joints.81179 1-5-26 554.300

metreProviding and filling in position bitumen mix filler of Proportion 80 kg. of hotbitumen,1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints.

81180 1-5-27 229.000

metreProviding and fixing in position 12mm thick bitumen impregnated fibre boardconforming to IS: 1838 including cost of primer, sealing compound in expansion

joints.

81181 1-5-28 430.200

Providing and fixing sheet covering over expansion joints with iron screws as perdesign to match the colour /shade of wall treatment.

1-5-29

Non-asbestos fibre cement board 6 mm thick as per IS: 14862.1-5-29-1

metreProviding and fixing sheet covering over expansion joints with

iron screws as per design to match the colour / shade of wall

81182 1-5-29-1-1 114.100



16/07/15 12:42Page 18 of 184


19/184

Rate In (Rs.)


treatment.Non-asbestos fibre cement board 6 mm thick as per

IS: 14862. 150mm wide.

metre200mm wide.81183 1-5-29-1-2 153.300

Aluminium fluted strips 3.15mm thick.1-5-29-2

metre150 mm wide.81184 1-5-29-2-1 330.800

metre200 mm wide81185 1-5-29-2-2 461.900

metreAdd or deduct for plaster drip course/ groove in plastered surfaceor moulding to R.C.C. projections.

81186 1-5-30 29.000

cu.mExtra for laying reinforced cement concrete in or under waterand/ or liquid mud including cost of pumping or bailing out water

and removing slush etc., complete.

81187 1-5-31 399.400

cu.mExtra for laying reinforced cement concrete in or under foulpositions.

81188 1-5-32 137.300

cu.mProviding and laying in position machine batched, machine mixedand machine vibrated design mix cement concrete of specified

grade for reinforced cement concrete work including pumping ofconcrete to site of laying but excluding the cost of centering,

shuttering, finishing and reinforcement. including Admixtures inrecommended proportions as per IS 9103 to accelerate, retard

setting of concrete, improve workability without impairing strengthand durability as per direction of Engineer-in-charge. M-25 grade

reinforced cement concrete by using 410kg. of cement per cumof concrete. All work up to floor V level.

81189 1-5-33 8,400.300

Add or deduct for providing richer or leaner mixes respectively at all floor levels.1-5-34

cu.mProviding M-30 grade concrete by using 420kg of Cement per cum of concrete

instead of M-25 grade B.M.C./Rmc.81190 1-5-34-1 95.500

cu.mProviding M-35 grade concrete by using 428kg ofcement per cum of concrete instead of M-25 grade

B.M.C./ R.M.C...

81191 1-5-34-2 168.800

cu.mProviding M-40 grade concrete by using 435kg of

cement per cum of concrete instead of M-25 gradeB.M.C./ R.M.C..

81192 1-5-34-3 0.000

QuintalDeduct for using less cement than the quantity as provided in theitem of batch mix concrete/RMC as arrived as per mix design.

81193 1-5-35 932.400

cu.mProviding and placing in position precast reinforced cement concrete waffleunits square or rectangular as per design and shape for floors and roofs in 1:1.5:3

(1Cement : 1.5 coarse sand : 3 graded stone aggregate 10mm nominal size)including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2

Fine sand), making necessary holes of required sizes for carrying throughservice lines etc., providing steel hooks for lifting etc, form work in precasting,

81194 1-5-36 17,504.200



16/07/15 12:42Page 19 of 184


20/184

Rate In (Rs.)


handling, hoisting, centering and erection complete for all floor levels butexcluding the cost of reinforcement.

cu.mProviding and laying in position ready mixed concrete manufactured in fullyautomatic batching plant and transported to site of work in transit mixer for a

lead up to 10kms having continuous agitated mixer ,manufactured as per mixdesign of specified grade for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying , excluding the cost ofcentering, shuttering finishing and reinforcement including cost of admixtures in

recommended proportions as per IS : 9103 to accelerate/ retard setting of

concrete, improveworkability without impairing strength and durability as per direction of theEngineer - in - charge. M-25 grade Reinforced cement concrete by using 410kg

of cement per cum of concrete. All works up to floor V level.

81195 1-5-37 8,838.300

cu.mExtra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each

four floors or part thereof.81196 1-5-38 218.400

cu.mExtra for carriage of R.M.C. beyond the initial lead of 10km.81197 1-5-39 51.500

Providing and laying in position ready mixed M-25 grade concrete for reinforced

cement concrete work, using fly ash and cement content as oer approved design mix

and manufactured in fully automatic batching plant and transported to site of workin transit mixer for all leads, having continuous agitated mixer, manufactured as permix design of specified grade for reinforced cement concrete work, including

pumping of R.M.C. from transit mixer to site of laying, excluding the cost ofadmixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting

of concrete, improve workability without impaining strength and durability as per

direction of the Engineer-in-charge.NOTE :- (1) Cement content considered in this item is @ 330 kg./cum. Excess/less

cement used as per design mix is payable/recoverable separately.(2) Fly ash conforming to grade I of IS 456. Uniform blending with cement to be

ensured in accordance with clauses 5.2 and 5.2.1 of IS : 456-2000 in the items of

BMC amd RMC(3) The above item shall be used judiciously where specified quality of Fly Ash isavailable for mixing concrete. Also the guidelines issued by CDO,CPWD, vide

circular no. CDO/SE(RR)/Fly Ash (Main)/102 dated 9th April 2009 shall befollowed in Such cases.

1-5-40

cu.mAll Works up to Plinth level.81198 1-5-40-1 7,361.900

cu.mAll Works above plinth & up to floor V level.81199 1-5-40-2 8,118.100

Supplying and applying pre tested and approved water based concrete curing

compound to concrete/ masnory surface, all as per manufacturer's specification and

direction of Engineer-in-charge.

1-5-41

kilogramNon pigmented wet curing compound.81200 1-5-41-1 0.000

kilogramPigmented wet curing compound.81201 1-5-41-2 0.000

Providing and fixing tapered/ parallel threaded couplers conforming to IS Code on

"Reinforcement Couplers for Mechanical Splices of Bars for Concrete

1-5-42



16/07/15 12:42Page 20 of 184


21/184

Rate In (Rs.)


Reinforcement-Specification", to reinforcement bars including threading,enlargmentat connection by forging, protecting the prepared reinforcement bars and related

operations as required to complete the works per direction of Engineer-in-charge.(The length of the bars in which coupler is to be provided should not less than 4

meter, no deduction for labour and binding wire saved for not providing lap lengthshall be made).

eachCoupler for 16 mm diameter reinforcement bar.81202 1-5-42-1 0.000





Providing and fixing in position Stainless Steel Grade 304 plate- 1.0 mm thick as per

design for expansion joints.

1-5-43

kilogram200 mm wide.81207 1-5-43-1 0.000

kilogram300 mm wide.81208 1-5-43-2 0.000

Specification:



16/07/15 12:42Page 21 of 184


22/184

Chapter Name Brick Work

Rate In (Rs.)


Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in1-6-1

cu.mCement mortar 1:4 (1 cement : 4 coarse sand)81209 1-6-1-1 6,891.300


Brick work with modular bricks of class designation 75 in foundation and plinth in1-6-2


cu.mCement Mortar 1:6 (1 cement : 6 coarse sand).81212 1-6-2-2 5,807.600

Brick work with machine moulded perforated bricks of class designation 125conforming to IS: 2222 -1991 in superstructure above plinth level upto floor five

level in cement mortar 1:6(1 cement : 6 coarse sand)

1-6-3

cu.mWith F.P.S. bricks.81213 1-6-3-1 7,587.600

cu.mWith Modular bricks.81214 1-6-3-2 7,266.400

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinthlevel upto floor V level in all shapes and sizes in

1-6-4

cu.mCement mortar 1:4 (1 cement: 4 coarse sand)81215 1-6-4-1 7,576.100


cu.mExtra for brick work in superstructure above floor V level for each four floors or

part thereof by mechanical means by lifting material using mobile crane.81217 1-6-5 368.100

sq.mExtra for forming cavity 5cm to 7.5cm wide in cavity walls withnecessary weep and vent holes including use of cores and cost

of providing and fixing bitumastic coated M .S. ties 300mm longof 25x3mm section at not less than 3 ties per sqm as per

approved design.

81218 1-6-6 102.800

metreProviding half brick masonry with F.P.S. bricks of class

designation 75 in cement mortar 1:3 (1 Cement : 3 coarse sand)in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall

complete with 10 cm / 11.4 cm wide bitumen felt type 3 grade 1.

81219 1-6-7 249.900

sq.mBrick work 7 cm thick with F.P.S. brick of class designation 75 in

cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.81220 1-6-8 622.700

cu.mBrick work in plain arches in superstructure including centering and shuttering

complete for span up to 6 metres with F.P.S. brick of class designation 75 incement mortar 1:3 (1 cement : 3 coarse sand).

81221 1-6-9 10,200.200

cu.mBrick work in gauged arches in superstructure in cement mortar1:3 (1 cement : 3 coarse sand) including centering and shuttering

complete, for span up to 6 meters with F.P.S. brick of class

designation 75.

81222 1-6-10 11,876.400

sq.mExtra for additional cost of centering for arches exceeding 6m

81223 1-6-11 543.700



16/07/15 12:42Page 22 of 184


23/184

Rate In (Rs.)


span including all shuttering, bolting, wedging and removal (Areaof the soffit to be measured).

Half brick masonry with F.P.S. bricks of class designation 75 in foundation andplinth in

1-6-12

sq.mCement mortar 1:3 (1 cement : 3 coarse sand)81224 1-6-12-1 846.400

sq.mcement mortar 1:4 (1 cement : 4 coarse sand)81225 1-6-12-2 812.400

Half brick masonry with F.P.S. bricks of class designation 75 in superstructure

aboveplinth level upto floor V level in

1-6-13

sq.mCement mortar 1 : 3 (1 cement : 3 coarse sand)81226 1-6-13-1 912.700

sq.mCement mortar 1:4 (1 cement :4 coarse sand)81227 1-6-13-2 878.800

sq.mExtra for half brick masonry in superstructure, above floor V level

for every four floors or part thereof by mechanical means bylifting material using mobile crane.

81228 1-6-14 32.600

sq.mExtra for providing and placing in position 2 Nos. 6mm dia. M.S.bars at every third course of half brick masonry (with F.P.S.

bricks).

81229 1-6-15 76.900

Tile brick masonry with tite bricks of class designation 100 in foundation and plinth

in

1-6-16

cu.mCement mortar 1 : 4 (1 cement : 4 coarse sand)81230 1-6-16-1 11,226.400

cu.mCement mortar 1:6 (1 cement : 6 coarse sand).81231 1-6-16-2 10,738.800

cu.mTile brick masonry with machine moulded tile bricks of class designation 125

conforming to IS : 2690 (Part I) - 1993 in foundation and plinth in cementmortar 1:6 (1 cement : 6 coarse sand).

81232 1-6-17 9,121.200

cu.mTile brick masonry with machine moulded tile bricks of class designation 125conforming to IS : 2690 (Part I) - 1993 in superstructure above plinth level

up to floor V level. in cementmortar 1:6 (1 cement : 6 coarse sand).

81233 1-6-18 11,416.900

cu.mExtra for tile brick masonry with tile bricks of class designation100 in superstructure above floor five level for every four floors or

part thereof.

81234 1-6-19 435.900

cu.mTile brick masonry with tile bricks of class designation 100 in plain arch work

in superstructure in cement mortar 1:4 (1 cement : 4 coarse sand) includingcentering and shuttering complete.

81235 1-6-20 14,083.000

cu.mTile brick masonry with tile bricks of class designation 100 in gauged arch work insuperstructure in cement mortar 1:4 (1cement : 4 coarse sand) including centering

and shuttering complete.

81236 1-6-21 15,588.400

sq.mTile brick masonry work 5 cm thick with tile bricks of class

designation 100 in cement mortar 1:3 (1 cement : 3 coarse sand)81237 1-6-22 645.900



16/07/15 12:42Page 23 of 184


24/184

Rate In (Rs.)


sq.mHoney-comb brick work 10/11.4 cm thick with bricks of class

designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand).81238 1-6-23 563.900

cu.mExtra for laying brick work in or under water and/or liquid mud

including cost of pumping or bailing out water and removing slushetc. complete.

81239 1-6-24 399.400

cu.mExtra for laying brick work in or under foul position81240 1-6-25 137.300

cu.mBrick work with machine moudled F.P.S. bricks of class designation 125 in exposedbrick work including making horizontal and vertical grooves 10mm wide 12mm

deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement :6 coarse sand).

81241 1-6-29 7,001.200

cu.mBrick work with machine moudled perforated F.P.S. bricks of class designation 125conforming IS : 2222-1991 in exposed brick work including making horizontal and

vertical grooves10mm wide 12 mm deep complete from ground level up to plinthlevel in cement mortar 1:6 (1 cement : 6 coarse sand).

81242 1-6-30 1,837.100

cu.mBrick work with machine moulded perforated modular bricks of classdesignation 125 conforming to IS : 2222 -1991 in exposed brick work including

making horizontal and vertical grooves 10 mm wide 12mm deep complete from

ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand).

81243 1-6-31 6,661.800

Brick work with clay fly-ash F.P.S. brick of class designation 75 in superstructure

above plinth level upto floor five level in

1-6-32

cu.mBrick work with clay fly ash F.P.S. brick of class designation 75 in super structure

above plinth level in Cement mortar 1:4(1 cement : 4 coarse sand)81244 1-6-32-1 3,612.900

cu.mBrick work with clay fly ash F.P.S. brick of class designation 75 in super structure

above plinth level in Cement mortar 1:6 (1 cement : 6 coarse sand)81245 1-6-32-2 3,309.900

cu.mExtra for exposed brick work/ clay flyash brick work in

superstructure above floor five level, for each four floors or partthereof.

81246 1-6-33 435.900

Brick work with modular fly ash lime bricks (FALG Bricks) conforming to IS:

12894-2002, class designation 100 average compressive strength in super structure above

plinth level upto floor V level in

1-6-34


cu.mCement mortar 1:6 (1 cement : 6 Coarse sand)81248 1-6-34-2 6,358.600

Brick work with modular calcium silicate bricks machine moulded conforming toIS:4139-1989, class designation 100 average compressive strength in super structure

above plinth level upto floor V level in

1-6-35


cu.mCement mortar 1:6 (1 cement : 6 Coarse sand)81250 1-6-35-2 4,927.900



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Rate In (Rs.)


Brick work with modular extruded burnt fly ash clay sewer bricks (Conforming to

IS: 4885 - 1988) in foundation and plinth

1-6-36

cu.mCement Mortar 1:4 ( 1 cement : 4 coarse sand)81251 1-6-36-1 4,957.700

cu.mBrick work with modular extruded brunt fly ash clay sewer bricks (conforming to

IS : 4885-1988) in arches in foundation and plinth n cement mortar 1:3 ( 1 cement :3 fine sand).

81252 1-6-37 8,207.100

cu.mProviding and laying autoclaved aerated cement blocks masonry

with 100mm thick AAC blocks in super structure above plinthlevel up to floor V level in cement mortar 1:4 (1 cement : 4 coarse

sand ) The rate includes providing and placing in position 2 Nos.6 mm dia M.S. bars at every third course of masonry work.

81253 1-6-38 6,203.600

cu.mExtra for AAC block masonry in superstructure above floor Vlevel for every four floors or part there of.

81254 1-6-39 435.900

sq.mProviding and laying Gypsum panel partitions 100mm thick withwater proof Gypsum panels of size 666x500x100mm, made of

calcite phosphor Gypsum fixed with tongue and groove, jointed

with bonding plaster as per manufacturers specifications insuperstructure above plinth level up to floor V level. Gypsum

blocks will have a minimum compressive strength of 9.3 kg/cm2

81255 1-6-40 783.000

sq.mExtra for Gypsum panel Partitions in superstructure above floor V

level for every four floors or part thereof.81256 1-6-41 50.300

Brick work with mechanised autoclaved flyash lime bricks conforming to I:S

12894 :2002 of class designation 100 in superstructure above plinth level upto floor V

level in.

1-6-42

cu.mCement mortar 1:4 (1 cement :4 coarse sand).81257 1-6-42-1 4,898.900

cu.mCement mortar 1:6 (1 cement :6 coarse sand).81258 1-6-42-2 4,597.000

cu.mExtra for mechanized autoclave flyash lime bricks conforming toIS: 12894- 1990 of class designation 100 in superstructure above

floor V level for each four floors or part thereof.

81259 1-6-43 435.900

metreBrick edging 7cm wide 11.4cm. deep to plinth protection with

bricks of class designation 75 including grouting with cementmortar 1:4 (1 cement : 4 fine sand)

81260 1-6-44 54.200

Half brick masonary with non modular fly ash lime Gypsum bricks (FALG bricks)

class designation 10, conforming to IS : 12894, in super structure above plinth andupto floor V level.

1-6-45

sq.mCement mortar 1:3 (1 cement : 3 Coarse Sand)81261 1-6-45-1 830.400

sq.mCement mortar 1:4 (1 cement : 4 Coarse Sand)81262 1-6-45-2 801.200



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26/184

Rate In (Rs.)


Half brick masnory wirh non modular mechanised auto claved fly ash sand lime

bricks class designation 10, conforming to IS : 12894, in super structure aboveplinth and up to floor V level.

1-6-46

sq.mCement mortar 1:3 (1 Cement : 3 coarse Sand)81263 1-6-46-1 644.300

sq.mCement mortar 1:4 (1 Cement : 4 coarse Sand)81264 1-6-46-2 615.000

Brick work with common burnt clay selected F.P.S. (non modular) bricks of class

designation 7.5 in exposed brick work including making horizontal andvertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1

cement : 6 coarse sand)

1-6-26

cu.mFrom ground level upto plinth level.81265 1-6-26-1 6,495.000

cu.mAbove plinth level upto floor V level.81266 1-6-26-2 7,088.000

Brick work with common burnt clay modular bricks of class designation 75 inexposed brick work including making horizontal and vertical grooves 10 mm wide

12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).

1-6-27

cu.mFrom ground level upto plinth level.81267 1-6-27-1 0.000

cu.mAbove plinth level upto floor V level.81268 1-6-27-2 0.000

Brick work with common burnt clay machine modular bricks of class designation

12.5 in exposed brick work including making horizontal and vertical grooves 10 mmwide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand ).

1-6-28

cu.mFrom ground level upto plinth level.81269 1-6-28-1 0.000

cu.mAbove plinth level upto floor V level.81270 1-6-28-2 0.000

Specification:



16/07/15 12:42Page 26 of 184


27/184

Chapter Name Stone Work

Rate In (Rs.)


Random rubble masonry with hard stone in foundation and plinth includinglevellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone

aggregate 20mm nominal size) at plinth level with

1-7-1


cu.mExtra for random rubble masonry with hard stone in

superstructure above floor V level for every four floors or partthereof

81272 1-7-3 581.200

Extra for random rubble masonry with hard stone in1-7-4

cu.mSquare or rectangular pillars81273 1-7-4-1 378.100

cu.mCircular pillars.81274 1-7-4-2 948.000

cu.mExtra for random rubble masonry with hard stone curved onplan for a mean radius not exceeding 6 m.

81275 1-7-5 332.400

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with1-7-6


Coursed rubble masonry (second sort) with hard stone in foundation & plinth with1-7-7

cu.mCoursed rubble masonry (second sort) with hard stone infoundation & plinth with :

Cement mortar 1:6 (1 cement : 6 coarse sand)

81277 1-7-7-1 3,206.500

cu.mExtra for coursed rubble masonry with hard stone (first or

second sort) in superstructure above floor V level for everyfour floors or part thereof.

81278 1-7-9 581.200

Extra for coursed rubble masonry with hard stone (first or second sort) in1-7-10

cu.mSquare or rectangular pillars81279 1-7-10-1 424.600

cu.mCircular pillars.81280 1-7-10-2 1,088.800

cu.mExtra for coursed rubble masonry with hard stone (first orsecond sort) curved on plan for a mean radius not exceeding

6 m.

81281 1-7-11 367.200

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 whitecement: 2 stone dust) with an admixture of pigment matching the stone shade

1-7-12

One face dressed.1-7-12-1

cu.mRed sand stone81282 1-7-12-1-1 28,314.800

cu.mWhite sand stone81283 1-7-12-1-2 29,066.800

Both face dressed.1-7-12-2



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Rate In (Rs.)


cu.mRed sand stone.81284 1-7-12-2-1 36,379.600

cu.mWhite sand stone81285 1-7-12-2-2 37,161.400

Stone work ashlar punched (ordinary) in superstructure upto floor five level incement mortar 1:6 (1 white cement: 6 coarse sand) including pointing with cement

mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matchingthe stone shade.

1-7-15

One face dressed1-7-15-1

cu.mRed sand stone.81286 1-7-15-1-1 1,35,870.

cu.mWhite sand stone.81287 1-7-15-1-2 1,43,601.

Both faced punched1-7-15-2

cu.mRed sand stone.81288 1-7-15-2-1 1,42,363.

cu.mWhite sand stone.81289 1-7-15-2-2 1,50,094.

cu.mExtra for stone work, plain ashlar or ashlar punched abovefloor V level for every four floors or part thereof

81290 1-7-16 581.200

Extra for plain ashlar or ashlar punched in1-7-17

cu.mSquare or rectangular pillars.81291 1-7-17-1 1,788.900

cu.mExtra for stone work; plain ashlar or ashlar punched curved

on plan with a mean radius not exceeding 6 m.81292 1-7-18 1,244.400

sq.mExtra for additional cost of centering for arches exceeding

6m span including all strutting, bolting, wedging etc. andremoval (area of soffit to be measured).

81293 1-7-19 543.700

Stone work sunk or moulded or sunk and moulded upto floor five level in cementmortar 1:6 (1 cement: 6 coarse sand) including pointing with white cement mortar

1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching thestone shade

1-7-20

cu.mRed sand stone81294 1-7-20-1 40,410.000

cu.mWhite sand stone81295 1-7-20-2 41,191.900

Extra for stone work sunk or moulded or sunk and mlded or carved in1-7-21

cu.mTriangular or Square or rectangular pillars81296 1-7-21-1 2,333.300

cu.mCircular or polygonal pillars81297 1-7-21-2 6,611.100

metreExtra for stone work sunk or moulded in cornices.81298

1-7-22 21.100

Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled

with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) includingpointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an

admixtureof pigment matching the stone shade : (To be secured to the backing by means of

1-7-23



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Rate In (Rs.)


cramps which shall be paid for separately)

Red sand stone - exposed face fine dressed with rough backing.1-7-23-1

sq.m70 mm thick.81299 1-7-23-1-1 2,526.800

sq.m60 mm thick.81300 1-7-23-1-2 2,499.400

sq.m50 mm thick.81301 1-7-23-1-3 2,374.500

sq.m40 mm thick.81302 1-7-23-1-4 2,249.100

sq.m30 mm thick.81303 1-7-23-1-5 2,113.700Red sand stone - Exposed face machine cut and table rubbed with rough backing.1-7-23-2

sq.m70 mm thick81304 1-7-23-2-1 3,484.000

sq.m60 mm thick81305 1-7-23-2-2 3,326.700

sq.m50 mm thick81306 1-7-23-2-3 3,235.100

sq.m40 mm thick81307 1-7-23-2-4 3,109.200

sq.m30 mm thick81308 1-7-23-2-5 2,984.500

White sand stone - exposed face fine dressed with rough backing .1-7-23-3

sq.m70 mm thick81309 1-7-23-3-1 2,666.900

sq.m60 mm thick.81310 1-7-23-3-2 2,404.000

sq.m50 mm thick.81311 1-7-23-3-3 2,402.400

sq.m40 mm thick.81312 1-7-23-3-4 2,269.300

sq.m30 mm thick.81313 1-7-23-3-5 2,137.100

White sand stone - Exposed face machine cut and table rubbed with rough backing.1-7-23-4

sq.m70 mm thick.81314 1-7-23-4-1 3,538.700

sq.m60 mm thick.81315 1-7-23-4-2 3,394.500

sq.m50 mm thick.81316 1-7-23-4-3 3,274.200

sq.m40 mm thick.81317 1-7-23-4-4 3,178.600

sq.m30 mm thick.81318 1-7-23-4-5 3,009.000

cu.mExtra for stone work (veneer work) curved on plan with a

mean radius not exceeding 6 m.81319 1-7-24 1,788.900

kilogramProviding and fixing stainless steel cramps of required sizeand shape for anchoring stone wall lining to the backing orsecuring adjacent stones in stone wall lining in cement

mortar 1:2 (1 cement : 2 coarse sand) including making thenecessary chases in stone and holes in walls wherever

required.

81320 1-7-25 727.200



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30/184

Rate In (Rs.)


eachProviding and fixing stone dowels 10x5x2.50 cm cut to

double wedge shape as per design in cement mortar 1:2 (1cement : 2 coarse sand) including making the necessary

chases.

81321 1-7-26 38.100

eachProviding and fixing copper pins 7.5 cm long 6 mm diameter

for securing adjacent stones in stone wall lining in cementmortar 1:2 (1 cement : 2 coarse sand) including making the

necessary chases.

81322 1-7-27 27.800

Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm widebeyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4

coarse sand) with 12mm diameter anchoring steel bar 45 cm long fixed in eachstone and supported on and including with bricks cove of class designation 75 in

cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in cement mortar1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the

stone shade

1-7-28

Red sand stone:1-7-28-1

sq.mRed sand stone: With F.P.S Bricks81323 1-7-28-1-1 1,227.900

White sand stone1-7-28-2

sq.mWith F.P.S. bricks81324 1-7-28-2-1 1,271.400

Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cmprojection in cement mortar 1:4 (1 cement: 4 coarse sand) including pointing in

white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture ofpigment matching the stone shade

1-7-29

sq.mRed sand stone81325 1-7-29-1 740.400

sq.mWhite sand stone81326 1-7-29-2 774.300

sq.m30mm red sand stone sun-shade (chisel-dressed) supported

on red sand stone brackets, fixed in walls with cement mortar1:4 (1 cement : 4 coarse sand) including finishing complete.

813271-7-30 827.000

eachProviding and fixing red sand stone brackets 55x22.5x45cm

sunk and moulded including providing and fixing with 4 Nos.gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cm

long 6 mm dia as per design.

81328 1-7-31 2,967.700

Stone work, plain in copings, cornices, string courses and plinth courses, upto 75

mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand) including pointing withwhite cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of

pigmentmatching the stone shade.

1-7-32

cu.mRed sand stone81329 1-7-32-1 25,826.200

cu.mWhite sand stone81330 1-7-32-2 26,333.800



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31/184

Rate In (Rs.)


Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1

cement : 3 coarse sand) including pointing in white cement mortar 1:2(1 whitecement: 2 stone dust) with an admixture of pigment, matching the stone shade, jali

slab without any chamfers etc.

1-7-33

sq.mRed sand stone81331 1-7-33-1 9,378.000

sq.mWhite sand stone81332 1-7-33-2 9,412.800

cu.mExtra for laying stone work in or under water and/or liquid mud including cost ofpumping or bailing out water and removing slush etc. complete.

81333 1-7-34 399.400

cu.mExtra for laying stone work in or under foul position.81334 1-7-35 137.300

sq.mWall lining butch work upto 10m height with red/ white sandstone 40 mm thick rough facing on the exposed surface with

stone strips of minimum length 300 mm and required widthincluding embedding every tenth layer and bottom most layer

in masonry or concrete after making necessary chases ofsize 75x75mm and by providing layer of 75mm thick strips i/c

12mm thick bed of cement mortar 1:3 (1 Cement : 3 coarsesand) i/c ruled pointing in cement mortar 1:2 (1 white cement

: 2 stone dust) with an admixture of pigment to match theshade of stone complete as per direction of Engineer-in-

charge.

81335 1-7-36 1,461.600

Stone work ( machine cut edges) for wall lining upto 10 m height etc. (Veneer

work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 Cement : 3

coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust) includingrubbing and polishing complete. (To be secured to the backing by means of cramps

which shall be paid for separately)

1-7-37

Kota stone slabs exposed face dressed and rubbed.1-7-37-1

sq.m25 mm thick81336 1-7-37-1-1 1,667.500

Stone tile work for wall lining upto 10 m height with special adhesive over 12mm

thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in

white cement with an admixture of pigment to match the stone shade.

1-7-38

8mm thick (mirror polished and machine cut edge)1-7-38-1

sq.mGranite stone of any colour and shade.81337 1-7-38-1-1 1,784.200

sq.mRaj Nagar plain white marble/ Udaipur green marble/ Zebra black marble.81338 1-7-38-1-2 1,479.700

sq.mExtra for stone work for wall lining on exterior walls of height

more than 10 m from ground level for every additional height

of 3 m or part there of.

81339 1-7-39 129.300

Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang sawcut stone with (machine cut edges) of uniform colour and size upto lmxlm, fixed to

structural steel frame work and/ or with the help of cramps, pins etc. and sealingthe joints with approved weather sealant as per Architectural drawing and

1-7-40



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32/184

Rate In (Rs.)


direction of Engineer-in-charge. (The steel frame work, stainless steel cramps andpins etc. shall be paid for separately.)

sq.mRed sand stone.81340 1-7-40-1 2,311.700

sq.mWhite sand stone81341 1-7-40-2 2,345.700

kilogramProviding and fixing structural steel frame (for dry cladding

with 30 mm thick gang saw cut with machine cut edges sandstone) on walls at all heights using M.S. square/ rectangular

tube in the required pattern as per architectural drawing

including cost of cutting, bending, welding etc. The framework shall be supported in wall with the help of MS brackets/lugs of angle iron/ flats etc. which shall be welded to the

frame and embedded in brick wall with cement concreteblock 1:2:4 (1 cement :2 coarse sand :4 graded stone

aggregate 20mm nominal size) of size 300x230x300mmincluding cost of necessary centring and shuttering and with

approved expansion hold fasteners on CC/RCC surfaceincluding drilling necessary holes. Approved cramps/ pins

etc. shall be welded to the frame work to support stone

cladding the steel work will be given a priming coat of Zinc

primer as approved by Engineer-in-charge and painted withtwo or more coats of epoxy paint (Shop drawings shall besubmitted by the contractor to the Engineer-in-charge for

approval before execution). The frame work shall be fixed intrue 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.)

81342 1-7-41 128.400

eachProviding and fixing adjustable stainless steel cramps of

approved quality and of required shape and size adjustablewith stainless steel nuts bolts and washer (total weight not

less than 260 gms) for dry stone cladding fixed on framework at suitable location including making necessary

recesses in stone slab, drilling required holes etc complete

as per direction of the Engineer-in-charge.

81343 1-7-42 202.700

Random rubble masonry with hard stone in superstructure above plinth level

and upto floor five level, including leveling up with cement concrete 1:6:12 (1cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at

window sills, ceiling level and the like.

1-7-2

cu.mCement mortar 1:6 (1 cement : 6 coarse sand).81344 1-7-2-1 0.000

Extra for coursed rubble masonry with hard stone (first or second sort) insuperstructure above plinth level and upto floor five level.

1-7-8

cu.mMasonry work (first sort), in cement mortar 1:6 ( 1 cement : 6 coarse sand)81345 1-7-8-1 0.000

cu.mMasonry work (Second sort), in cement mortar 1:6 ( 1 cement : 6 coarse sand)81346 1-7-8-2 0.000



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Rate In (Rs.)


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 pointingwith white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of

pigment matching the stone shade.

1-7-13


cu.mRed sand stone81347 1-7-13-1-1 1,36,868.

cu.mWhite sand stone81348 1-7-13-1-2 1,44,599.

Both face dressed1-7-13-2



Stone work plain ashiar in domas super structure upto floor V level in cement mortar

1:3 (1 cement : 3 coarse sand) including centring, shuttering and pointing with whitecement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment

matching the stone shade.

1-7-14


cu.mRed sand stone81351 1-7-14-1-1 1,51,525.cu.mWhite Sand stone81352 1-7-14-1-2 1,59,056.

Both face dressed1-7-14-2



Specification:



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34/184

Chapter Name Marble Work

Rate In (Rs.)


Marble work gang saw cut (polished and machine cut) of thickness 18mm for walllining (veneer work) in cement mortar 1:3 (1 cement : 3 coarse sand) including

pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with anadmixture of pigment to match the marble shade: (To be secured to the backing by

means of cramps, which shall be paid for separately).

1-8-1

Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.1-8-1-1

sq.mArea of slab upto 0.50 sqm81355 1-8-1-1-1 2,557.100

sq.mArea of slab over 0.50 sqm81356 1-8-1-1-2 2,688.300

Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and

prepolished) machine cut for kitchen platforms, vanity counters ,window sills ,

faciasand similar locations of required size of approved shade, colour and texture laid

over 20mm t

schedule of rates for almora uttarakhand india

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