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Concrete

Form work and accessories

Steel Form work

CC CodeItem Description Unit

Material

(Rs)

Labour

(Rs)

Machinery

(Rs)

Overhead &

Profit (Rs)

C

i

010.06 Providing, erecting, fixing and removing

of steel form work with steel scaffolding

including all required accessories,

complete in all respects, as per Drawings

and Specifications. R.C.C Slab of any size

010.06.01 Foundation / Basement upto 3m depth Steel

form work with Scaffolding for RCC Slab

M 228.16 116.52 4.57 87.31

010.06.02 Providing and laying Coursed stone

masonry using hammer dressed stones in

Mud Mortar including rakingout joints asper drawings and in accordance with

specifications.

M 2090.50 68.75 0.00 539.81 2

010.06.03 3.1 to 6 meter height Steel form work withScaffolding for RCC Slab

M 228.18 146.57 4.57 94.83

010.06.04 6.1 to 9 meter height Steel form work with

Scaffolding for RCC Slab

M 228.18 170.85 4.57 100.90


Scaffolding for RCC Slab

M 228.18 200.86 4.57 108.40

010.06.06 12.1 to 15 meter height Steel form work

with Scaffolding for RCC Slab

M 228.18 238.09 4.57 117.71

010.11 Providing, erecting, fixing and removing

of steel form work with steel scaffolding



and Specifications. R.C.C Beams and

Lintels


form work with Scaffolding for RCC Beamsand Lintels

M 228.18 116.52 4.57 87.32

010.11.02 0 to 3 meter height Steel form work withScaffolding for RCC Beams and Lintels

M 228.18 138.93 4.57 92.92


Scaffolding for RCC Beams and Lintels

M 228.18 146.57 4.57 94.83


Scaffolding for RCC Beams and Lintels

M 228.18 170.85 4.57 100.90
http://__dopostback%28%27ctl00%24contentplaceholder1%24gdmaterial%24ctl03%24lnkbtnname%27%2C%27%27%29/http://__dopostback%28%27ctl00%24contentplaceholder1%24gdmaterial%24ctl03%24lnkbtnname%27%2C%27%27%29/http://__dopostback%28%27ctl00%24contentplaceholder1%24gdmaterial%24ctl02%24lnkbtnname%27%2C%27%27%29/http://__dopostback%28%27ctl00%24contentplaceholder1%24gdmaterial%24ctl02%24lnkbtnname%27%2C%27%27%29/http://__dopostback%28%27ctl00%24contentplaceholder1%24gdmaterial%24ctl02%24lnkbtnname%27%2C%27%27%29/http://__dopostback%28%27ctl00%24contentplaceholder1%24gdmaterial%24ctl02%24lnkbtnname%27%2C%27%27%29/http://__dopostback%28%27ctl00%24contentplaceholder1%24gdmaterial%24ctl02%24lnkbtnname%27%2C%27%27%29/http://__dopostback%28%27ctl00%24contentplaceholder1%24gdmaterial%24ctl02%24lnkbtnname%27%2C%27%27%29/http://__dopostback%28%27ctl00%24contentplaceholder1%24gdmaterial%24ctl03%24lnkbtnname%27%2C%27%27%29/

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Placing of Steel Reinforcement

Reinforcing Steel for Building Works

ICC Code Item Description UnitMaterial

(Rs)

Labour

(Rs)

Machinery

(Rs)

Overhead

& Profit

(Rs)

Composite

(Rs)

032010.05 Providing and

laying deformed

(Grade - 40 )reinforcement bars

including the cost

of straightening,

cutting, bending,

binding, wastage,

and such overlaps

as are not shown in

010.11.05 9.1 to 12 meter height Steel form work withScaffolding for RCC Beams and Lintels

M 228.18 200.86 4.57 108.40


with Scaffolding for RCC Beams andLintels

M 228.18 238.09 4.57 117.71

010.51 Providing, erecting, fixing and removingof steel form work with steel scaffolding



and Specifications. R.C.C Column of any

size and Shape.


form work with Scaffolding for RCC

Columns

M 228.18 224.49 4.57 114.31

010.51.02 0 to 3 meter height Steel form work with

Scaffolding for RCC Columns

M 228.18 244.72 4.57 119.37



M 228.18 279.15 4.57 127.98



M 228.18 319.92 4.57 138.17

010.51.05 9.1 to 12 meter height Steel form work withScaffolding for RCC Columns

M 228.18 368.41 4.57 150.29


with Scaffolding for RCC Columns

M 228.18 426.16 4.57 164.73
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the drawings,

placing in position

on cement

Concrete 1:2:4

precast spacer or

M.s. chairs andtying with binding

ire etc. complete

in all respects as

per drawings and

in accordance with

the specifications.

:- (Horizontal and

Vertical members).

032010.05.20 Below GroundLevel upto 3m depth

Grade 40 SteelReinforcement

Ton 78896.33 5650.70 66.89 16922.79 101536.71

032010.05.25 On Ground upto 6

metre Height Grade

40 SteelReinforcement

Ton 78896.33 5626.50 66.89 16917.95 101507.67

032010.05.30 From 6 metre upto

12 metre HeightGrade 40 Steel

Reinforcement

Ton 78896.33 6095.10 66.89 17011.67 102069.99


laying deformed(Grade - 60 )

reinforcement bars

including the cost

of straightening,

cutting, bending,

binding, wastage,

and such overlaps

as are not shown in

the drawings,

placing in position

on cementConcrete 1:2:4

precast spacer or

M.s. chairs and

tying with binding

ire etc. complete

in all respects as

per drawings and

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in accordance with

the specifications.

:- (Horizontal and

Vertical members).

032010.10.20 Below Ground

Level upto 3m depthGrade 60 Steel

Reinforcement

Ton 80645.63 5650.70 66.68 17272.60 103635.62

032010.10.25 On Ground upto 6

metre Height Grade

60 SteelReinforcement

Ton 80645.63 5626.50 66.68 17267.76 103606.58

032010.10.30 From 6 metre upto

12 metre HeightGrade 60 Steel

Reinforcement

Ton 80645.63 6095.10 66.68 17361.48 104168.90

Reinforcing Steel for Pile Works

PICC

CodeItem Description Unit

Material

(Rs)

Labour

(Rs)

Machinery

(Rs)

Overhead

& Profit

(Rs)

Composite

(Rs)

032020 Reinforcing Steel for

Pile Works

032020.10 Providing and layingdeformed (Grade - 40 )reinforcement bars

including the cost of

straightening, cutting,

bending, binding,wastage, and such

overlaps as are not

shown in the drawings,placing in position on

cement sand morter 1:2

precast spacer or M.S.chairs, tying withbinding wire, complete

in all respects as per

drawings and inaccordance with thespecifications for cast

in situ RCC Piles etc.

Ton 78896.33 5254.70 26.29 16835.46 101012.79
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complete in allrespects.

032020.20 Providing and laying

deformed (Grade - 60 )

reinforcement bars with

& including the cost ofstraightening, cutting,

bending, binding,wastage, and such

overlaps as are not

shown in the drawings,placing in position on

cement sand morter 1:2

precast spacer or m.s.

chairs, tying withbinding wire, cost of

chairs or M.S chairs forcast in situ RCC Piles

etc. complete in allrespects.

Ton 80645.63 5254.70 26.29 17185.32 103111.95

Cast in Place Concrete

Horizontal Members for Building Works

PICC Code Item Description UnitMaterial

(Rs)

Labour

(Rs)

Machinery

(Rs)

Overhead

& Profit

(Rs)

Composite

(Rs)


laying plain cement

concrete of

nominal mix ratio

as under, using

aggregates of

required propertiesincluding mixing,

transporting,

placing,

compacting,

finishing and

curing etc.,

complete in all

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respects as

specified but

excluding the cost

of form work -

Horizontal

members - Belowground level up to

3m depth.

033005.01.01Nominal Mix Ratio.

1 : 7 : 20 Plain

Cement Concrete,Horizontal Member

Below Ground up to

3 Meter depth

M 2525.35 834.09 133.55 698.60 4191.58

033005.01.04Nominal Mix Ratio.1 : 6 : 18 Plain

Cement Concrete,Horizontal MemberBelow Ground up to

3 Meter depth

M 2619.95 834.09 133.55 717.52 4305.10


Cement Concrete,

Horizontal MemberBelow Ground up to

3 Meter depth

M 2812.64 834.09 133.55 756.05 4536.33


1 : 5 : 10 PlainCement Concrete,

Horizontal Member

Below Ground up to3 Meter depth

M 3012.99 834.09 133.55 796.12 4776.75


Cement Concrete,

Horizontal Member


M 3303.22 834.09 133.55 854.17 5125.02



Horizontal Member


M 3775.98 834.09 133.55 948.72 5692.34

033005.01.24Nominal Mix Ratio. M 4044.04 834.09 133.55 1002.34 6014.01

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1 : 2 : 6 PlainCement Concrete,Horizontal Member

Below Ground up to

3 Meter depth



Below Ground up to

3 Meter depth

M 4626.52 834.09 133.55 1118.83 6712.98


1 : 3 : 3 Plain

Cement Concrete,


3 Meter depth

M 4519.86 834.09 133.55 1097.50 6584.99


1 : 2 : 3 Plain

Cement Concrete,


3 Meter depth

M 5071.35 834.09 133.55 1207.80 7246.78

033005.01.40Nominal Mix Ratio.1 : 1.5 : 3 Plain

Cement Concrete,

Horizontal Member


M 5411.98 834.09 133.55 1275.92 7655.54

033005.01.44Nominal Mix Ratio.1 : 1.5 : 1.5 Plain

Cement Concrete,


3 Meter depth

M 6700.90 834.09 133.55 1533.71 9202.24



Horizontal Member


M 6793.17 834.09 133.55 1552.16 9312.96


laying plain cement

concrete of

nominal mix ratio

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as under, using

aggregates of

required properties

including mixing,

transporting,

placing,compacting,

finishing and

curing etc.,

complete in all

respects as

specified but

excluding the cost

of form work -

Horizontal

members - On

Ground up to 6 mheight.


Cement Concrete,

Horizontal MemberGround up to 6

Meter height

M 2525.35 577.29 226.56 665.84 3995.03


Cement Concrete,


Meter height

M 2619.95 577.29 226.56 684.76 4108.56


Cement Concrete,

Horizontal Member

Ground up to 6Meter height

M 2812.64 577.29 226.56 723.30 4339.78


1 : 5 : 10 Plain



M 3012.99 577.29 226.56 763.37 4580.20



M 3303.22 577.29 226.56 821.41 4928.48

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Horizontal MemberGround up to 6Meter height


1 : 3 : 6 Plain



M 3775.98 577.29 226.56 915.97 5495.79



Horizontal Member

Ground up to 6

Meter height

M 4044.04 577.29 226.56 969.58 5817.46



Horizontal Member

Ground up to 6

Meter height

M 4626.52 577.29 226.56 1086.07 6516.44


1 : 3 : 3 Plain


Ground up to 6

Meter height

M 4519.86 577.29 226.56 1064.74 6388.45


1 : 2 : 3 Plain


Ground up to 6

Meter height

M 5071.34 577.29 226.56 1175.04 7050.22


1 : 1.5 : 3 Plain

Cement Concrete,


Meter height

M 5411.98 577.29 226.56 1243.16 7458.99


Cement Concrete,


Meter height

M 6700.90 577.29 226.56 1500.95 9005.69

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033005.04.48Nominal Mix Ratio.1 : 1 : 2 PlainCement Concrete,

Horizontal Member

Ground up to 6

Meter height

M 6793.17 577.29 226.56 1519.40 9116.41


laying plain cement

concrete of

nominal mix ratio

as under, using

aggregates of

required properties

including mixing,

transporting,

placing,

compacting,finishing and

curing etc.,

complete in all

respects as

specified but

excluding the cost

of form work -

Horizontal

members - Height

from 6 m up to 12

m.033005.08.01Nominal Mix Ratio.

1 : 7 : 20 Plain

Cement Concrete,

Horizontal Member6 to 12 Meter height

M 2525.35 634.59 226.56 677.30 4063.79



Horizontal Member

6 to 12 Meter height

M 2619.95 634.59 226.56 696.22 4177.32




M 2812.64 634.59 226.56 734.76 4408.54


M 3012.99 634.59 226.56 774.83 4648.96

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Cement Concrete,Horizontal Member6 to 12 Meter height


1 : 4 : 8 Plain



M 3315.51 634.59 226.56 835.33 5011.99


1 : 3 : 6 Plain



M 3775.98 634.59 226.56 927.43 5564.55


Cement Concrete,


M 4044.04 634.59 226.56 981.04 5886.23



Horizontal Member


M 4626.52 634.59 226.56 1097.53 6585.20


1 : 3 : 3 Plain

Cement Concrete,


M 4519.86 634.59 226.56 1076.20 6457.21


Cement Concrete,

Horizontal Member


M 5071.34 634.59 226.56 1186.50 7118.98


1 : 1.5 : 3 Plain



M 5411.98 634.59 226.56 1254.62 7527.75


Cement Concrete,


M 6700.90 634.59 226.56 1512.41 9074.45


1 : 1 : 2 Plain

M 6793.17 634.59 226.56 1530.86 9185.17

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Cement Concrete,Horizontal Member6 to 12 Meter height


laying Reinforced

cement concrete ofnominal mix ratio

as under, using

aggregates of

required properties

including mixing,

transporting,

placing,

compacting,

finishing and

curing etc.,

complete in allrespects as

specified but

excluding the cost

of Steel

Reinforcement and

form work.

Horizontal

members - Below

Ground Level up

to 3m depth.

033005.12.01Nominal Mix Ratio.1 : 1 : 2 Reinforced

cement concrete

below ground to 3 m

Depth

M 6793.17 834.09 133.55 1552.16 9312.96


1 : 1.5 : 3

Reinforced cementconcrete below

ground to 3 m Depth

M 5411.98 834.09 133.55 1275.92 7655.53


1 : 2 : 4 Reinforcedcement concrete

below ground to 3 mDepth

M 4626.52 834.09 133.55 1118.83 6712.99


laying Reinforced

cement concrete of

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nominal mix ratio

as under, using

aggregates of

required properties

including mixing,

transporting,placing,

compacting,

finishing and

curing etc.,

complete in all

respects as

specified but

excluding the cost

of Steel

Reinforcement and

form work.Horizontal

members - On

Ground up to 6 m

height.


cement concrete on

ground to 6 m

height

M 6793.17 577.29 226.56 1519.40 9116.41


1 : 1.5 : 3Reinforced cement

concrete on ground

to 6 m height

M 5411.98 577.29 226.56 1243.16 7458.99


1 : 2 : 4 Reinforced

cement concrete on

ground to 6 mheight

M 4626.52 577.29 226.56 1086.07 6516.44


laying Reinforced

cement concrete ofnominal mix ratio

as under, using

aggregates of

required properties

including mixing,

transporting,

placing,

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compacting,

finishing and

curing etc.,

complete in all

respects as

specified butexcluding the cost

of Steel

Reinforcement and

form work.

Horizontal

members - Height

from 6 m up to 12

m.


cement concrete 6 mto 12 m height

M 6793.17 634.59 226.56 1530.86 9185.17


1 : 1.5 : 3

Reinforced cementconcrete on 6 m to

12 m height

M 5411.98 634.59 226.56 1254.62 7527.75


cement concrete 6 mto 12 m height

M 4626.52 634.59 226.56 1097.53 6585.20

Vertical Members for Building Works


(Rs)

Labour

(Rs)

Machinery

(Rs)

Overhead

& Profit

(Rs)

Composite

(Rs)


laying plain cement

concrete ofnominal mix ratio

as under, using

aggregates of

required properties

including mixing,

transporting,

placing,
http://__dopostback%28%27ctl00%24contentplaceholder1%24gdmaterial%24ctl03%24lnkbtnname%27%2C%27%27%29/http://__dopostback%28%27ctl00%24contentplaceholder1%24gdmaterial%24ctl03%24lnkbtnname%27%2C%27%27%29/http://__dopostback%28%27ctl00%24contentplaceholder1%24gdmaterial%24ctl03%24lnkbtnname%27%2C%27%27%29/

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compacting,

finishing and

curing etc.,

complete in all

respects as

specified butexcluding the cost

of form work -

Vertical members -

Below ground level

up to 3m depth.


1 : 7 : 20 Plain

Cement Concrete,

Vertical MemberBelow Ground up to

3 Meter depth

M 2525.35 902.61 143.00 714.19 4285.14


Cement Concrete,


3 Meter depth

M 2619.95 902.61 143.00 733.11 4398.67




M 2812.64 902.61 143.00 771.65 4629.89



Horizontal Member


M 3012.99 902.61 143.00 811.72 4870.31



Horizontal Member

Below Ground up to

3 Meter depth

M 3303.22 902.61 143.00 869.76 5218.59



Horizontal Member

M 3775.98 902.61 143.00 964.32 5785.90

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1 : 2 : 6 Plain

Cement Concrete,


3 Meter depth

M 4044.04 902.61 143.00 1017.93 6107.58


1 : 2 : 4 Plain


Below Ground up to

3 Meter depth

M 4626.52 902.61 143.00 1134.43 6806.55


1 : 3 : 3 Plain


Below Ground up to

3 Meter depth

M 4519.86 902.61 143.00 1113.09 6678.56


1 : 2 : 3 Plain

Cement Concrete,


3 Meter depth

M 5071.34 902.61 143.00 1223.39 7340.33


Cement Concrete,


3 Meter depth

M 5411.98 902.61 143.00 1291.52 7749.10


Cement Concrete,

Horizontal Member


M 6700.90 902.61 143.00 1549.30 9295.80



Horizontal Member


M 6793.17 902.61 143.00 1567.75 9406.52

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laying plain cement

concrete of

nominal mix ratio

as under, using

aggregates ofrequired properties

including mixing,

transporting,

placing,

compacting,

finishing and

curing etc.,

complete in all

respects as

specified but

excluding the costof form work -

Vertical members -

On Ground up to 6

m height.


Cement Concrete,

Vertical Member On


M 2525.35 652.76 236.01 682.82 4096.94


Cement Concrete,

Vertical Member On


M 2619.95 652.76 236.01 701.74 4210.47



Vertical Member On

Ground up to 6

Meter height

M 2812.64 652.76 236.01 740.28 4441.69



Vertical Member On

Ground up to 6

Meter height

M 3012.99 652.76 236.01 780.35 4682.11

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033008.04.16Nominal Mix Ratio.1 : 4 : 8 PlainCement Concrete,

Vertical Member On

Ground up to 6

Meter height

M 3303.22 652.76 236.01 838.40 5030.39



Vertical Member On


M 3775.98 652.76 236.01 932.95 5597.70


1 : 2 : 6 Plain

Cement Concrete,Vertical Member On


M 4044.04 652.76 236.01 986.56 5919.37


1 : 2 : 4 Plain


Ground up to 6

Meter height

M 4626.52 652.76 236.01 1103.06 6618.35


1 : 3 : 3 Plain

Cement Concrete,

Vertical Member OnGround up to 6

Meter height

M 4519.86 652.76 236.01 1081.73 6490.36


1 : 2 : 3 Plain


Ground up to 6

Meter height

M 5071.34 652.76 236.01 1192.02 7152.13


Cement Concrete,

Vertical MemberBelow Ground up to

6 Meter depth

M 5411.98 652.76 236.01 1260.15 7560.90


Cement Concrete,

M 6700.90 652.76 236.01 1517.93 9107.60

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Vertical MemberBelow Ground up to6 Meter depth


1 : 1 : 2 Plain

Cement Concrete,Vertical Member


M 6793.17 652.76 236.01 1536.39 9218.32


laying plain cement

concrete of

nominal mix ratio

as under, using

aggregates of

required properties

including mixing,transporting,

placing,

compacting,

finishing and

curing etc.,

complete in all

respects as

specified but

excluding the cost

of form work -

Vertical members -Height from 6 m

up to 12 m.


cement concrete

Vertical members -

Height from 6 m upto 12 m.

M 2525.35 718.04 236.01 695.88 4175.27


1 : 6 : 18 Plain

Cement ConcreteVertical members


M 2619.95 718.04 236.01 714.80 4288.80


1 : 6 : 12 PlainCement Concrete

M 2812.64 718.04 236.01 753.34 4520.02

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Vertical membersHeight from 6 m upto 12 m.


1 : 5 : 10 Plain



M 3012.99 718.04 236.01 793.41 4760.44



Vertical members

Height from 6 m up

to 12 m.

M 3303.22 718.04 236.01 851.45 5108.72



Vertical members

Height from 6 m up

to 12 m.

M 3775.98 718.04 236.01 946.01 5676.03


1 : 2 : 6 Plain


Height from 6 m up

to 12 m.

M 4044.04 718.04 236.01 999.62 5997.71


1 : 2 : 4 Plain


Height from 6 m up

to 12 m.

M 4626.52 718.04 236.01 1116.11 6696.68


1 : 3 : 3 Plain

Cement Concrete

Vertical membersHeight from 6 m up

to 12 m.

M 4519.86 718.04 236.01 1094.78 6568.69


Cement Concrete

Vertical membersHeight from 6 m up

to 12 m.

M 5071.34 718.04 236.01 1205.08 7230.46

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033008.08.40Nominal Mix Ratio.1 : 1.5 : 3 PlainCement Concrete

Vertical members

Height from 6 m up

to 12 m.

M 5411.98 718.04 236.01 1273.20 7639.23


1 : 1.5 : 1.5 PlainCement Concrete

Vertical members


M 6700.90 718.04 236.01 1530.99 9185.93


1 : 1 : 2 Plain



M 6793.17 718.04 236.01 1549.44 9296.65


laying Reinforced

cement concrete of

nominal mix ratio

as under, using

aggregates of

required properties

including mixing,

transporting,

placing,compacting,

finishing and

curing etc.,

complete in all

respects as

specified but

excluding the cost

of Steel

Reinforcement and

form work.

Vertical members -Below Ground

Level up to 3m

depth.



cement concreteVertical members -

M 6793.17 902.61 143.00 1567.75 9406.52

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Below GroundLevel up to 3mdepth.


1 : 1.5 : 3

Reinforced cementconcrete Vertical

members BelowGround Level up to

3m depth.

M 5411.98 902.61 143.00 1291.52 7749.10


cement concrete

Vertical members

Below GroundLevel up to 3m

depth.

M 4626.52 902.61 143.00 1134.43 6806.55


laying Reinforced

cement concrete of

nominal mix ratio

as under, using

aggregates of

required properties

including mixing,

transporting,

placing,

compacting,finishing and

curing etc.,

complete in all

respects as

specified but

excluding the cost

of Steel

Reinforcement and

form work.

Vertical members -

On Ground up to 6m height.


cement concrete

Vertical members

On Ground up to 6m height.

M 6793.17 652.76 236.01 1536.39 9218.32

7/29/2019 Khi (Picc Feb 2013)

23/655

033008.15.10Nominal Mix Ratio.1 : 1.5 : 3Reinforced cement

concrete Vertical

members On

Ground up to 6 mheight.

M 5411.98 652.76 236.01 1260.15 7560.90


cement concrete

Vertical membersOn Ground up to 6

m height.

M 4626.52 652.76 236.01 1103.06 6618.35


laying Reinforced

cement concrete of

nominal mix ratioas under, using

aggregates of

required properties

including mixing,

transporting,

placing,

compacting,

finishing and

curing etc.,

complete in all

respects asspecified but

excluding the cost

of Steel

Reinforcement and

form work.

Vertical members -

Height from 6 m

up to 12 m.



cement concreteVertical members

Height from 6 m up

to 12 m.

M 6793.17 718.04 236.01 1549.44 9296.65


1 : 1.5 : 3

Reinforced cementconcrete Vertical

M 5411.98 718.04 236.01 1273.20 7639.23

7/29/2019 Khi (Picc Feb 2013)

24/655

members Heightfrom 6 m up to 12m.



cement concreteVertical members


M 4626.52 718.04 236.01 1116.11 6696.68

Pile Works


(Rs)

Labour

(Rs)

Machinery

(Rs)

Overhead

& Profit

(Rs)

Composite

(Rs)


pouring concrete

of nominal mix

ratio as under,

using 10% extra

cement, including

mixing,

transporting,

pouring

compacting,finishing etc. and

disposal of waste

material if any but

excluding the cost

of steel

reinforcement,

complete in all

respect as per

drawings and

specifications for

RCC cast in situ

piles of 450 mm

diameter.

033010.05.01 Cast in-situ pile of

450 mm dia

Concrete NominalMix Ratio 1:1:2

M 1173.54 858.24 1481.17 702.59 4215.55
http://__dopostback%28%27ctl00%24contentplaceholder1%24gdmaterial%24ctl04%24lnkbtnname%27%2C%27%27%29/http://__dopostback%28%27ctl00%24contentplaceholder1%24gdmaterial%24ctl04%24lnkbtnname%27%2C%27%27%29/

7/29/2019 Khi (Picc Feb 2013)

25/655

033010.05.10 Cast in-situ pile of450 mm diaConcrete Nominal

Mix Ratio. 1 : 1.5 :

3

M 931.89 858.24 1481.17 654.26 3925.56

033010.05.20 Cast in-situ pile of450 mm dia


M 795.83 858.24 1481.17 627.05 3762.30


pouring concrete

of nominal mix

ratio as under,

using 10% extra

cement, including

mixing,

transporting,pouring

compacting,

finishing etc. and

disposal of waste

material if any but

excluding the cost

of steel

reinforcement,

complete in all

respect as per

drawings andspecifications for

RCC cast in situ

piles of 560 mm

diameter.


560 mm dia


M 1822.69 1307.46 1765.72 979.17 5875.04


560 mm dia

Concrete NominalMix Ratio. 1 : 1.5 :

3

M 1442.27 1307.46 1765.72 903.09 5418.54


560 mm dia


M 1230.64 1307.46 1765.72 860.76 5164.58

7/29/2019 Khi (Picc Feb 2013)

26/655


pouring concrete

of nominal mix

ratio as under,

using 10% extra

cement, includingmixing,

transporting,

pouring

compacting,

finishing etc. and

disposal of waste

material if any but

excluding the cost

of steel

reinforcement,

complete in allrespect as per

drawings and

specifications for

RCC cast in situ

piles of 760 mm

diameter.


760 mm dia


M 3307.53 2367.52 1688.54 1472.72 8836.30


Concrete Nominal

Mix Ratio. 1 : 1.5 :

3

M 2628.91 2367.52 1688.54 1336.99 8021.96


760 mm dia


M 2242.57 2367.52 1676.55 1257.33 7543.96


pouring concrete

of nominal mixratio as under,

using 10% extra

cement, including

mixing,

transporting,

pouring

compacting,

7/29/2019 Khi (Picc Feb 2013)

27/655

finishing etc. and

disposal of waste

material if any but

excluding the cost

of steel

reinforcement,complete in all

respect as per

drawings and

specifications for

RCC cast in situ

piles of 1000 mm

diameter.


1000 mm diaConcrete Nominal

Mix Ratio 1:1:2

M 5670.13 4024.16 2820.48 2502.95 15017.72


Concrete Nominal

Mix Ratio. 1 : 1.5 :3

M 4505.65 4024.16 2820.48 2270.06 13620.35



Mix Ratio 1:2:4

M 3843.81 4024.16 2820.48 2137.69 12826.14


pouring concreteof nominal mix

ratio as under,

using 10% extra

cement, including

mixing,

transporting,

pouring

compacting,

finishing etc. and

disposal of waste

material if any butexcluding the cost

of steel

reinforcement,

complete in all

respect as per

drawings and

specifications for

7/29/2019 Khi (Picc Feb 2013)

28/655

RCC cast in situ

piles of 1200 mm

diameter.


1200 mm dia


M 8059.29 5368.50 3757.55 3437.07 20622.41


1200 mm dia

Concrete Nominal

Mix Ratio. 1 : 1.5 :3

M 6409.61 5368.50 3757.55 3107.13 18642.79



Mix Ratio 1:2:4

M 5485.07 5368.50 3757.55 2922.22 17533.34


pouring concrete

of nominal mix

ratio as under,

using 10% extra

cement, including

mixing,

transporting,

pouring

compacting,

finishing etc. and

disposal of wastematerial if any but

excluding the cost

of steel

reinforcement,

complete in all

respect as per

drawings and

specifications for

RCC cast in situ

piles of 1500 mm

diameter.



Mix Ratio 1:1:2

M 12451.32 6110.32 4053.35 4523.00 27137.98


1500 mm dia

M 9903.82 6110.32 4053.35 4013.50 24080.98

7/29/2019 Khi (Picc Feb 2013)

29/655

Concrete NominalMix Ratio. 1 : 1.5 :3


1500 mm dia


M 8442.27 6110.32 4053.35 3721.19 22327.13

Masonry

Stone Masonry

Random/Uncoursed Stone Masonry


(Rs)

Labour

(Rs)

Machinery

(Rs)

Overhead

& Profit

(Rs)

Composite

(Rs)

042005.00 Dry Stone Masonry

042005.00.01 Providing and laying

Random/uncourseddry stone masonry

using undressed

stones as perdrawings and in

accordance with

specifications.

M 1020.34 1036.97 0.00 411.46 2468.77

042005.01 Stone Masonry inMud Mortar

042005.01.01 Providing and layingRandom/uncoursed

stone masonry using

undressed stones inMud Mortar

including rakingout

oints as per

drawings and inaccordance with

specifications.

M 1293.02 1007.60 0.00 460.12 2760.75

042005.05 Stone Masonry in

Cement Sand

Mortar


Level up to 3m

Depth

7/29/2019 Khi (Picc Feb 2013)

30/655

042005.05.05.01 Providing and layingRandom/uncoursedstone masonry using

undressed stones in

Cement Mortar 1:2

below Ground levelup to 3 m depth,

including

scaffolding,rakingoutoints and curing as

per drawings and in

accordance withspecifications.

M 3299.00 1800.15 99.01 1039.63 6237.79

042005.05.05.02 Providing and laying

Random/uncoursedstone masonry using

undressed stones inCement Mortar 1:3


including


per drawings and in

accordance with

specifications.

M 2846.70 1800.15 99.01 949.17 5695.03



undressed stones in

Cement Mortar 1:4


including


per drawings and in

accordance with

specifications.

M 2575.97 1800.15 99.01 895.02 5370.15


Random/uncoursed

stone masonry usingundressed stones in

Cement Mortar 1:5


M 2394.75 1800.15 99.01 858.78 5152.69

7/29/2019 Khi (Picc Feb 2013)

31/655

includingscaffolding,rakingoutoints and curing as

per drawings and in

accordance with

specifications.042005.05.05.05 Providing and laying


undressed stones in

Cement Mortar 1:6below Ground level

up to 3 m depth,

including


per drawings and inaccordance with

specifications.

M 2265.81 1800.15 99.01 832.99 4997.96



undressed stones in

Cement Mortar 1:7


including


per drawings and in

accordance with

specifications.

M 2169.01 1800.15 99.01 813.63 4881.80


Random/uncoursed


Cement Mortar 1:8

below Ground level

up to 3 m depth,including

scaffolding,rakingout

oints and curing asper drawings and in

accordance with

specifications.

M 2093.79 1800.15 99.01 798.59 4791.54

7/29/2019 Khi (Picc Feb 2013)

32/655

042005.05.10 At Ground Level

upto 3m height


Random/uncoursed

stone masonry using


at ground level upto3m height including


oints and curing asper drawings and

specifications.

M 3299.00 1991.13 109.51 1079.93 6479.58



undressed stones inCement Mortar 1:3at ground level upto

3m height including


per drawings and

specifications.

M 2846.70 1991.13 109.51 989.47 5936.81




at ground level upto

3m height includingscaffolding,rakingout

oints and curing as

per drawings and

specifications.

M 2575.97 1991.13 109.51 935.32 5611.93


Random/uncoursed

stone masonry using




oints and curing as

per drawings andspecifications.

M 2394.75 1991.13 109.51 899.08 5394.48

7/29/2019 Khi (Picc Feb 2013)

33/655


undressed stones in

Cement Mortar 1:6




specifications.

M 2265.81 1991.13 109.51 873.29 5239.74


Random/uncoursed

stone masonry using




per drawings and

specifications.

M 2169.01 1991.13 109.51 853.93 5123.58


Random/uncoursed


Cement Mortar 1:8



oints and curing as


M 2093.79 1991.13 109.51 838.89 5033.32

042005.05.15 From 3m to 6m

height


Random/uncoursed

stone masonry using


,from 3m to 6mheight including


oints and curing as


M 3299.00 2277.04 125.24 1140.26 6841.54

7/29/2019 Khi (Picc Feb 2013)

34/655

specifications.

042005.05.15.02 Providing and layingRandom/uncoursed

stone masonry using


,from 3m to 6m

height includingscaffolding,rakingout

oints and curing as

per drawings and in


M 2846.70 2277.04 125.24 1049.80 6298.77



undressed stones in

Cement Mortar 1:4




accordance with

specifications.

M 2575.97 2277.04 125.24 995.65 5973.90


Random/uncoursedstone masonry usingundressed stones in

Cement Mortar 1:5

,from 3m to 6m


oints and curing as


specifications.

M 2394.75 2277.04 125.24 959.41 5756.44


stone masonry using

undressed stones in

Cement Mortar 1:6,from 3m to 6m

height including


M 2265.81 2277.04 125.24 933.62 5601.70

7/29/2019 Khi (Picc Feb 2013)

35/655

oints and curing asper drawings and inaccordance with

specifications.




,from 3m to 6m


oints and curing as

per drawings and in


M 2169.01 2277.04 125.24 914.26 5485.55


undressed stones in


height including



accordance with

specifications.

M 2093.79 2277.04 125.24 899.21 5395.29

042005.05.20 From 6m to 9m

height


stone masonry using


from 6m to 9m

height including



specifications.

M 3299.00 2570.37 141.37 1202.15 7212.89


Random/uncoursed


M 2846.70 2570.37 141.37 1111.69 6670.13

7/29/2019 Khi (Picc Feb 2013)

36/655

Cement Mortar 1:3from 6m to 9mheight including


oints and curing as



stone masonry using


from 6m to 9m

height including



M 2575.97 2570.37 169.64 1063.20 6379.18


Random/uncoursed


Cement Mortar 1:5

from 6m to 9m


oints and curing as


M 2394.75 2570.37 141.37 1021.30 6127.79



undressed stones in

Cement Mortar 1:6

from 6m to 9mheight including


oints and curing as


M 2265.81 2570.37 141.37 995.51 5973.06


stone masonry using

undressed stones in

Cement Mortar 1:7from 6m to 9m

M 2169.01 2570.37 141.37 976.15 5856.90

7/29/2019 Khi (Picc Feb 2013)

37/655

height includingscaffolding,rakingoutoints and curing as

per drawings and

specifications.



Cement Mortar 1:8



oints and curing as


M 2093.79 2570.37 141.37 961.11 5766.64

Coursed Stone Masonry


(Rs)

Labour

(Rs)

Machiner

y (Rs)

Overhea

d &

Profit

(Rs)

Composit

e (Rs)

042010.00 Dry Stone

Masonry

042010.00.01 Providing and

laying Coursed Drystone masonryusing hammer

dressed stones as

per drawings and in


M 1817.81 1194.60 0.00 602.48 3614.90


Mud Mortar


laying Coursed

stone masonryusing hammer

dressed stones in

Mud Mortarincluding rakingout

oints as per

drawings and inaccordance with

M 2090.50 1342.00 0.00 686.50 4119.00

7/29/2019 Khi (Picc Feb 2013)

38/655

specifications.


Cement Sand

Mortar

042010.05.05 Below GroundLevel up to 3m

Depth

042010.05.05.01 Providing and

laying Coursed

stone masonry

using Hammerdressed stones in

Cement Mortar 1:2

below Ground level

up to 3 m depth,

includingscaffolding,rakingo

ut joints and curingas per drawings and

in accordance with

specifications.

M 4096.48 1987.15 109.29 1238.58 7431.51


laying Coursed

stone masonryusing Hammer

dressed stones in

Cement Mortar 1:3below Ground levelup to 3 m depth,

including

scaffolding,rakingout joints and curing

as per drawings and

in accordance withspecifications.

M 3644.17 1987.15 109.29 1148.12 6888.74

042010.05.05.03 Providing andlaying Coursed


dressed stones in


up to 3 m depth,


M 3373.44 1987.15 109.29 1093.98 6563.86

7/29/2019 Khi (Picc Feb 2013)

39/655

ut joints and curingas per drawings andin accordance with

specifications.


laying Coursedstone masonry


Cement Mortar 1:5

below Ground leveup to 3 m depth,

including

scaffolding,rakingo



M 3192.23 1987.15 109.29 1057.73 6346.40


laying Coursed


dressed stones in

Cement Mortar 1:6


including


as per drawings and

in accordance with

specifications.

M 3063.28 1987.15 109.29 1031.94 6191.67


laying Coursed


dressed stones in

Cement Mortar 1:7


including


as per drawings and


M 2966.48 1987.15 109.29 1012.59 6075.51

7/29/2019 Khi (Picc Feb 2013)

40/655

042010.05.05.07 Providing andlaying Coursedstone masonry

using Hammer

dressed stones in


up to 3 m depth,


ut joints and curing

as per drawings andin accordance with

specifications.

M 2891.26 1987.15 109.29 997.54 5985.25

042010.05.10 at Ground level

upto 3m height


using Hammer

dressed stones inCement Mortar 1:2

at ground level upto

3m height including


as per drawings and


M 4096.48 2176.24 119.69 1278.48 7670.89



using Hammer

dressed stones in

Cement Mortar 1:3at ground level upto

3m height including

scaffolding,rakingo


in accordance with

specifications.

M 3644.17 2176.24 119.69 1188.02 7128.13


laying Coursed


M 3373.44 2176.24 119.69 1133.87 6803.25

7/29/2019 Khi (Picc Feb 2013)

41/655

dressed stones inCement Mortar 1:4at ground level upto

3m height including

scaffolding,rakingo


in accordance with

specifications.



using Hammer

dressed stones in


3m height includingscaffolding,rakingo


in accordance with

specifications.

M 3192.23 2176.24 119.69 1097.63 6585.79


laying Coursed


dressed stones in


3m height including

scaffolding,rakingo


in accordance with

specifications.

M 3063.28 2176.24 119.69 1071.84 6431.06


laying Coursed

stone masonry


Cement Mortar 1:7


scaffolding,rakingo


M 2966.48 2176.24 119.69 1052.48 6314.90

7/29/2019 Khi (Picc Feb 2013)

42/655



laying Coursed

stone masonry



3m height including


as per drawings and

in accordance with

specifications.

M 2891.26 2176.24 119.69 1037.44 6224.64

042010.05.15 From 3m to 6m

height042010.05.15.01 Providing and

laying Coursed

stone masonry


Cement Mortar 1:2




specifications.

M 4096.48 2437.49 134.06 1333.61 8001.64


stone masonry


Cement Mortar 1:3

,from 3m to 6m

height including



specifications.

M 3644.17 2437.49 134.06 1243.14 7458.87


M 3373.44 2437.49 134.06 1189.00 7133.99

7/29/2019 Khi (Picc Feb 2013)

43/655

stone masonryusing Hammerdressed stones in

Cement Mortar 1:4

,from 3m to 6m

height includingscaffolding,rakingo



specifications.


laying Coursed

stone masonry






specifications.

M 3192.23 2437.49 134.06 1152.76 6916.53


stone masonry


Cement Mortar 1:6

,from 3m to 6m




specifications.

M 3063.28 2437.49 134.06 1126.97 6761.80



using Hammer


,from 3m to 6m


M 2966.48 2437.49 134.06 1107.61 6645.64

7/29/2019 Khi (Picc Feb 2013)

44/655


specifications.




Cement Mortar 1:8


scaffolding,rakingo



specifications.

M 2891.26 2437.49 134.06 1092.56 6555.38

042010.05.20 From 6m to 9m

height



using Hammer




as per drawings and

specifications.

M 4096.48 2731.85 150.25 1395.72 8374.30


laying Coursed


dressed stones in

Cement Mortar 1:3

from 6m to 9m



specifications.

M 3644.17 2731.85 150.25 1305.25 7831.53


M 3373.44 2731.85 150.25 1251.11 7506.65

7/29/2019 Khi (Picc Feb 2013)

45/655

stone masonryusing Hammerdressed stones in

Cement Mortar 1:4

from 6m to 9m



as per drawings andspecifications.


stone masonry

using Hammer




as per drawings and

specifications.

M 3192.23 2731.85 150.25 1214.87 7289.19


laying Coursed


dressed stones in


height including

scaffolding,rakingo


specifications.

M 3063.28 2731.85 150.25 1189.08 7134.46


stone masonry

using Hammer


from 6m to 9m



as per drawings andspecifications.

M 2966.48 2731.85 150.25 1169.72 7018.30

7/29/2019 Khi (Picc Feb 2013)

46/655


using Hammer

dressed stones in


height including


as per drawings and

specifications.

M 2891.26 2731.85 150.25 1154.67 6928.04

Ashlar Course Masonary

PICC Code Item Description UnitMateria

l (Rs)

Labour

(Rs)

Machinery

(Rs)

Overhea

d &

Profit(Rs)

Composit

e (Rs)

042020.05 Ashlar Masonry in

Cement Sand

Mortar


Level up to 3m

Depth

042020.05.05.01 Providing and layingAshlar

course/scabbled

masonry (coursedressing) in Cement

Sand Mortar 1:3


including




M 3215.62 6269.89 344.84 1966.07 11796.43


course/scabbled


Sand Mortar 1:4


M 3034.35 6269.89 344.84 1929.82 11578.91

7/29/2019 Khi (Picc Feb 2013)

47/655

includingscaffolding,rakingoutoints and curing as

per drawings and in

accordance with

specifications.042020.05.05.05 Providing and laying

Ashlarcourse/scabbled

masonry (course

dressing) in CementSand Mortar 1:5

below Ground level

up to 3 m depth,

includingscaffolding,rakingout



M 2914.15 6269.89 344.84 1905.78 11434.66


course/scabbled

masonry (course


below Ground level



oints and curing as


specifications.

M 2829.74 6269.89 344.84 1888.89 11333.36


upto 3m Height


Ashlar

course/scabbledmasonry (course

dressing) in CementSand Mortar 1:3 at

Ground level upto

3m .including


M 3215.57 6668.09 366.75 2050.08 12300.48

7/29/2019 Khi (Picc Feb 2013)

48/655

per drawings and inaccordance withspecifications.


Ashlar



Ground level upto

3m .includingscaffolding,rakingout

oints and curing as

per drawings and in


M 3034.35 6668.09 366.75 2013.84 12083.03

042020.05.10.05 Providing and layingAshlarcourse/scabbled

masonry (course


Ground level upto

3m .including


per drawings and in


M 2914.15 6668.09 366.75 1989.80 11938.78


Ashlarcourse/scabbled

masonry (course

dressing) in Cement

Sand Mortar 1:6 atGround level upto

3m .including



accordance with

specifications.

M 2829.74 6668.09 366.75 1972.91 11837.49

042020.05.15 From 3m to 6m

Height

042020.05.15.01 Providing and laying M 3215.57 7066.29 388.65 2134.10 12804.61

7/29/2019 Khi (Picc Feb 2013)

49/655

Ashlarcourse/scabbledmasonry (course

dressing) in Cement

Sand Mortar 1:3

from 3m to 6mheight .including



accordance with

specifications.


Ashlar






accordance with

specifications.

M 3034.35 7066.29 388.65 2097.86 12587.15


laying Ashlar


dressing) in Cement

Sand Mortar 1:5

from 3m to 6m

height .including

scaffolding,rakingo


as per drawings

and in accordance

ith specifications.

2914.15 7066.29 388.65 2073.82 12442.90


course/scabbled


Sand Mortar 1:6


M 2829.74 7066.29 388.65 2056.93 12341.61

7/29/2019 Khi (Picc Feb 2013)

50/655


per drawings and in

accordance with

specifications.

042020.05.20 From 6m to 9mHeight


Ashlar

course/scabbled


Sand Mortar 1:3

from 6m to 9m

height .includingscaffolding,rakingout

oints and curing asper drawings and inaccordance with

specifications.

M 3215.57 7443.15 409.37 2213.62 13281.71


course/scabbled


Sand Mortar 1:4from 6m to 9m


oints and curing as


specifications.

M 3034.35 7443.15 409.37 2177.38 13064.25


course/scabbled

masonry (course

dressing) in Cement



oints and curing as

per drawings and in


M 2914.15 7443.15 409.37 2153.33 12920.01

7/29/2019 Khi (Picc Feb 2013)

51/655

042020.05.20.07 Providing and layingAshlarcourse/scabbled

masonry (course

dressing) in Cement


height .including


per drawings and in


M 2829.74 7443.15 409.37 2136.45 12818.71

Ashlar Fine Masonary

PICC Code Item Description Unit Material(Rs) Labour(Rs) Machinery(Rs)

Overhea

d &Profit

(Rs)

Composite (Rs)

042025.05 Ashlar Masonry in

Cement Sand

Mortar


Level up to 3m

Depth


laying Ashlar fine

masonry (finedressing) in Cement

Sand Mortar 1:3


including

scaffolding,rakingo



M 3070.87 9357.59 514.67 2588.62 15531.75

042025.05.05.03 Providing andlaying Ashlar fine

masonry (fine


below Ground level


M 2980.09 9357.59 514.67 2570.47 15422.82

7/29/2019 Khi (Picc Feb 2013)

52/655

scaffolding,rakingout joints and curingas per drawings and

in accordance with

specifications.



Sand Mortar 1:5


including

scaffolding,rakingo



M 2919.54 9357.59 514.67 2558.36 15350.15


laying Ashlar fine


Sand Mortar 1:6

below Ground level


scaffolding,rakingo


in accordance with

specifications.

M 2878.74 9357.59 514.67 2550.20 15301.20


upto 3m Height


masonry (including

dressing) in Cement

Sand Mortar 1:3 at

Ground level upto3m .including


as per drawings and

in accordance with

specifications.

M 3070.87 9986.79 549.27 2721.39 16328.32

7/29/2019 Khi (Picc Feb 2013)

53/655

042025.05.10.03 Providing andlaying Ashlar finemasonry (including

dressing) in Cement

Sand Mortar 1:4 at

Ground level upto3m .including

scaffolding,rakingo


in accordance with

specifications.

M 2980.09 9986.79 549.27 2703.23 16219.39


laying Ashlar fine

masonry (includingdressing) in Cement

Sand Mortar 1:5 atGround level upto

3m .includingscaffolding,rakingo



specifications.

M 2919.54 9986.79 549.27 2691.12 16146.72


masonry (including


Ground level upto

3m .including


as per drawings and


M 2878.74 9986.79 549.27 2682.96 16097.77

042025.05.15 From 3m to 6m

Height



Sand Mortar 1:3

from 3m to 6m

height .includingscaffolding,rakingo

M 3070.87 10695.19 588.24 2870.86 17225.15

7/29/2019 Khi (Picc Feb 2013)

54/655


specifications.


laying Ashlarcourse/scabbled


Sand Mortar 1:4


scaffolding,rakingo



specifications.

M 2980.09 10695.19 588.24 2852.70 17116.22

042025.05.15.05 Providing andlaying Ashlar

course/scabbled


Sand Mortar 1:5

from 3m to 6m

height .includingscaffolding,rakingo



specifications.

M 2919.54 10695.19 588.24 2840.59 17043.55

042025.05.15.07 Providing andlaying Ashlar

course/scabbled

masonry (including


from 3m to 6m

height .including


as per drawings and


M 2878.74 10695.19 588.24 2832.43 16994.60

042025.05.20 From 6m to 9m

Height

7/29/2019 Khi (Picc Feb 2013)

55/655

042025.05.20.01 Providing andlaying Ashlarcourse/scabbled

masonry (including

dressing) in Cement


height .including


as per drawings and


M 3070.87 11169.95 614.35 2971.03 17826.20





height .including


as per drawings and

in accordance with

specifications.

M 2980.09 11169.95 614.35 2952.88 17717.27



masonry (including

dressing) in Cement


height .including


as per drawings and

in accordance with

specifications.

M 2919.54 11169.95 614.35 2940.77 17644.60


laying Ashlar

course/scabbledmasonry (including

dressing) in Cement


M 2878.74 11169.95 614.35 2932.61 17595.65

7/29/2019 Khi (Picc Feb 2013)

56/655

height .includingscaffolding,rakingout joints and curing

as per drawings and

in accordance with

specifications.Brick Masonry

Sun dried Brick Masonry

PICC

CodeItem Description Unit

Material

(Rs)

Labour

(Rs)

Machiner

y (Rs)

Overhead

& Profit

(Rs)

Composit

e (Rs)

043005 Sun dried Brick

Masonry

043005.0

1

Providing andlaying Sun dried

brickwork in mud

mortar.includingscaffolding,rakingo

ut joints as per

specifications.

M 712.93 742.02 0.00 290.99 1745.94

Ordinary Brick Masonry

PICC CodeItem

DescriptionUnit

Material

(Rs)

Labour

(Rs)

Machiner

y (Rs)

Overhead

& Profit

(Rs)

Composit

e (Rs)

043010.00Mud Mortar

043010.00.01 Providing andlaying Ist

Class solid

Burntbrickwork

straight or

curve laid and

jointed inmud mortar

including

rakingoutjointscomplete as

per

specifications.

M 6222.28 1004.31 0.00 1445.32 8671.91

043010.01 Foundation /

Basement up

7/29/2019 Khi (Picc Feb 2013)

57/655

to 3 m Depth


class solid

Burntbrickwork in

wall over 115

mm thick laidand jointed in

cement

mortar 1:2 in

foundationand Plinth (up

to 3 m depth)

straight or

curve,including

scaffolding

rakingoutjoints &

curing

complete asper

specifications

.

M 7564.14 1179.93 0.00 1748.81 10492.88


class solid

Burntbrickwork in

wall over 115


cement

mortar 1:3 in


to 3 m depth)

straight or

curve,including

scaffolding

rakingoutjoints &

curing

M 7262.72 1179.93 0.00 1688.53 10131.18

7/29/2019 Khi (Picc Feb 2013)

58/655

complete asperspecifications

.


laying Istclass solid

Burntbrickwork in

wall over 115


cement

mortar 1:4 in


to 3 m depth)straight or

curve,including

scaffolding

rakingoutjoints &

curing

complete as

perspecifications

.

M 7081.96 1179.93 0.00 1652.38 9914.26


laying Ist

class solid

Burntbrickwork in

wall over 115


cement

mortar 1:5 in


to 3 m depth)

straight orcurve,

including

scaffoldingrakingout

M 6961.30 1179.93 0.00 1628.25 9769.47

7/29/2019 Khi (Picc Feb 2013)

59/655

joints &curingcomplete as

per

specifications

.043010.01.05 Providing and


Burnt

brickwork inwall over 115

mm thick laid

and jointed in

cementmortar 1:6 in


to 3 m depth)straight or

curve,

includingscaffolding

rakingout

joints &

curingcomplete as

perspecifications.

M 6870.52 1179.93 0.00 1610.09 9660.53



Burnt

brickwork inwall over 115

mm thick laid

and jointed in

cementmortar 1:7 in

foundation

and Plinth (upto 3 m depth)

straight or

curve,including

M 6812.86 1179.93 0.00 1598.56 9591.34

7/29/2019 Khi (Picc Feb 2013)

60/655

scaffoldingrakingoutjoints &

curing

complete as

perspecifications

.


laying Ist

class solidBurnt

brickwork in

wall over 115


cementmortar 1:8 in


to 3 m depth)

straight orcurve,

including

scaffolding

rakingoutjoints &

curingcomplete asper

specifications

.

M 6759.87 1179.93 0.00 1587.96 9527.76


laying Ist

class solidBurnt

brickwork in

Column &

Pillers of anysize and

shape laid

and jointed incement sand

mortar 1:2 in


M 7564.14 1179.93 0.00 1748.81 10492.88

7/29/2019 Khi (Picc Feb 2013)

61/655

to 3 m depth),includingscaffolding

rakingout

joints &

curingcomplete as

per

specifications.


class solid

Burnt

brickwork inColumn &


shape laidand jointed in

cement sand

mortar 1:3 infoundation

and Plinth (up

to 3 m depth),


rakingoutjoints &curing

complete as

perspecifications

.

M 7262.72 1179.93 0.00 1688.53 10131.18


class solid

Burnt


Pillers of any

size andshape laid

and jointed in

cement sandmortar 1:4 in

M 7081.96 1179.93 0.00 1652.38 9914.26

7/29/2019 Khi (Picc Feb 2013)

62/655

foundationand Plinth (upto 3 m depth),

including

scaffolding

rakingoutjoints &

curing

complete asper

specifications

.


laying Ist

class solidBurnt



shape laid

and jointed incement sand

mortar 1:5 in

foundation

and Plinth (upto 3 m depth),

includingscaffoldingrakingout

joints &

curingcomplete as

per

specifications

.

M 6961.30 1179.93 0.00 1628.25 9769.47


laying Ist

class solidBurnt

brickwork in

Column &Pillers of any

size and

shape laidand jointed in

M 6870.52 1179.93 0.00 1610.09 9660.53

7/29/2019 Khi (Picc Feb 2013)

63/655

cement sandmortar 1:6 infoundation

and Plinth (up

to 3 m depth),


rakingout

joints &curing

complete as

perspecifications

.


class solidBurnt


Pillers of any

size andshape laid

and jointed in

cement sand

mortar 1:7 infoundation

and Plinth (upto 3 m depth),including

scaffolding

rakingoutjoints &

curing

complete as

perspecifications

.

M 6812.86 1179.93 0.00 1598.56 9591.34


class solid

Burntbrickwork in

Column &


M 6759.87 1179.93 0.00 1587.96 9527.76

7/29/2019 Khi (Picc Feb 2013)

64/655

shape laidand jointed incement sand

mortar 1:8 in

foundation

and Plinth (upto 3 m depth),

including


joints &

curingcomplete as

per

specifications

.

043010.05 Walls 115mm thick

(Ground

Floor)


class solid

Burnt

brickwork inwall 115 mm

thick laid and

jointed incement

mortar 1:2 in

Ground floor

straight orcurve,

including


joints &

curing

complete asper

specifications

.

M 7564.14 1556.10 34.23 1830.90 10985.37


laying Ist

class solidBurnt

M 7262.72 1556.10 34.23 1770.61 10623.67

7/29/2019 Khi (Picc Feb 2013)

65/655

brickwork inwall 115 mmthick laid and

jointed in

cement

mortar 1:3 inGround floor

straight or

curve,including

scaffolding

rakingoutjoints &

curing

complete as

per

specifications.


class solid

Burntbrickwork in

wall 115 mm

thick laid and

jointed incement

mortar 1:4 inGround floorstraight or

curve,


rakingout

joints &

curingcomplete as

per

specifications.

M 7081.89 1556.10 34.23 1734.44 10406.67



Burnt


M 6961.30 1556.10 34.23 1710.33 10261.97

7/29/2019 Khi (Picc Feb 2013)

66/655

thick laid andjointed incement

mortar 1:5 in

Ground floor

straight orcurve,

including


joints &

curingcomplete as

per

specifications

.


class solidBurnt

brickwork in

wall 115 mmthick laid and

jointed in

cement

mortar 1:6 inGround floor

straight orcurve,including

scaffolding

rakingoutjoints &

curing

complete as

perspecifications

.

M 6870.52 1556.10 34.23 1692.17 10153.02


class solid

Burntbrickwork in

wall 115 mm

thick laid andjointed in

M 6812.86 1556.10 34.23 1680.64 10083.84

7/29/2019 Khi (Picc Feb 2013)

67/655

cementmortar 1:7 inGround floor

straight or

curve,


rakingout

joints &curing

complete as

perspecifications

.


class solidBurnt


thick laid and

jointed incement

mortar 1:8 in

Ground floor

straight orcurve,

includingscaffoldingrakingout

joints &

curingcomplete as

per

specifications

.

M 6759.87 1556.10 34.23 1670.04 10020.25

043010.06 Walls 115

mm thick

(First andSecond

Floor)


class solid

Burntbrickwork in

M 7564.14 1710.67 37.63 1862.49 11174.92

7/29/2019 Khi (Picc Feb 2013)

68/655

wall 115 mmthick laid andjointed in

cement

mortar 1:2 in

First andSecond floors

straight or

curve,including

scaffolding

rakingoutjoints &

curing

complete as

per

specifications.


class solid

Burntbrickwork in

wall 115 mm

thick laid and

jointed incement

mortar 1:3 inFirst andSecond floors

straight or

curve,including

scaffolding

rakingout

joints &curing

complete as

perspecifications.

M 7262.72 1710.67 37.63 1802.20 10813.22


class solid

Burntbrickwork in

M 7081.96 1710.67 37.63 1766.05 10596.31

7/29/2019 Khi (Picc Feb 2013)

69/655


cement

mortar 1:4 in


straight or

curve,including

scaffolding

rakingoutjoints &

curing

complete as

per

specifications.


class solid

Burntbrickwork in

wall 115 mm

thick laid and

jointed incement


straight or

curve,including

scaffolding

rakingout

joints &curing

complete as

perspecifications.

M 6961.30 1710.67 37.63 1741.92 10451.52


class solid

Burntbrickwork in

M 6870.52 1710.67 37.63 1723.76 10342.58

7/29/2019 Khi (Picc Feb 2013)

70/655


cement

mortar 1:6 in


straight or

curve,including

scaffolding

rakingoutjoints &

curing

complete as

per

specifications.


class solid

Burntbrickwork in

wall 115 mm

thick laid and

jointed incement


straight or

curve,including

scaffolding

rakingout

joints &curing

complete as

perspecifications.

M 6812.86 1710.67 37.63 1712.23 10273.39


class solid

Burntbrickwork in

M 6759.87 1710.67 37.63 1701.63 10209.81

7/29/2019 Khi (Picc Feb 2013)

71/655


cement

mortar 1:8 in


straight or

curve,including

scaffolding

rakingoutjoints &

curing

complete as

per

specifications.

043010.07 Walls 115

mm thick

(Third and

Fourth

Floor)



Burnt


thick laid and

jointed in

cementmortar 1:2

inThird and

Fourth floorsstraight or

curve,

including


joints &

curingcomplete as

per

specifications.

M 7564.14 2037.07 44.82 1929.20 11575.23

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