comparison of cost of foundation in kerala, india

7/21/2019 Comparison of cost of Foundation in Kerala, India

1/20

RCC Footing (with 1.0m depth)

For 3m length

Sl No Description Unit Quntit! Rte "mount (Rs)

1 cum 1.40 680.70 953.00

2 cum 0.10 6103.10 610.30

3 cum 0.00 5167.40 0.00

4 cum 0.70 18088.10 12661.70

Earth work in excavation bymechanical mean !"y#raulicexcavator$ % manual mean in&oun#ation trenche or #rain !notexcee#in' 1.5 m wi#th or 10 (m on)lan$ inclu#in' #rein' o& i#e

an# rammin' o& bottom* li&t u)to1.5 m* inclu#in' 'ettin' out theexcavate# oil an# #i)oal o&ur)lu excavate# oil a #irecte#*within a lea# o& 50m.

+lain ,ement ,oncrete 1-2-4 ! 1cement - 2 coare an# - 4 'ra#e#tone a''re'ate 40 mm nominalie $

/an#om rubble maonry with har#tone in &oun#ation an# )linth

inclu#in' levellin' u) with cementconcrete 1-6-12 ! 1 cement - 6coare an# - 12 'ra#e# tonea''re'ate 20 mm nominal ie$ at)linth level with ,ement mortar 1-6 !1 cement - 6 coare an# $

/ein&orce# cement concrete work inbeam* u)en#e# &loor* roo&havin' lo)e u)to 15 #e'ree*lan#in'* balconie* helve*chaa* lintel* ban#* )lain win#ow

ill* taircae an# )iral taircae u)to &loor &ive level inclu#in'the cot o& centrin'* hutterin'*&inihin'* but exclu#in' the cot o&rein&orcement


2/20

5 k' 52.50 92.00 4830.00

#. $%$"& 1'0.00

/ein&orcement &or /.,.,. workinclu#in' trai'htenin'* cuttin'*ben#in'* )lacin' in )oition an#bin#in' all com)lete.hermoechanically reate# bar.


3/20

sonr! Footing (with minimum depth *0cm)

For 3m length

Sl No Description Unit Quntit! Rte "mount (Rs)

1 cum 1.40 680.70 953.00

2 cum 0.20 6103.10 1220.60

3 cum 1.70 5167.40 8784.60

4 cum 0.39 18088.10 7054.40

Earth work in excavation bymechanical mean !"y#raulicexcavator$ % manual mean in&oun#ation trenche or #rain !notexcee#in' 1.5 m wi#th or 10 (m on)lan$ inclu#in' #rein' o& i#e an#

rammin' o& bottom* li&t u)to 1.5 m*inclu#in' 'ettin' out the excavate#oil an# #i)oal o& ur)luexcavate# oil a #irecte#* within alea# o& 50m.

+lain ,ement ,oncrete 1-2-4 ! 1cement - 2 coare an# - 4 'ra#e#tone a''re'ate 40 mm nominalie $

/an#om rubble maonry with har#tone in &oun#ation an# )linth

inclu#in' levellin' u) with cementconcrete 1-6-12 ! 1 cement - 6coare an# - 12 'ra#e# tonea''re'ate 20 mm nominal ie$ at)linth level with ,ement mortar 1-6! 1 cement - 6 coare an# $

/ein&orce# cement concrete work inbeam* u)en#e# &loor* roo&havin' lo)e u)to 15 #e'ree*lan#in'* balconie* helve* chaa*

lintel* ban#* )lain win#ow ill*taircae an# )iral tair caeu)to &loor &ive level inclu#in' the coto& centrin'* hutterin'* &inihin'* butexclu#in' the cot o& rein&orcement


4/20

5 k' 29.25 92.00 2691.00

#. $%$"& +0,0-.00

/ein&orcement &or /.,.,. workinclu#in' trai'htenin'* cuttin'*ben#in'* )lacin' in )oition an#bin#in' all com)lete.hermoechanically reate# bar.


5/20

RCC Footing (with 1.0m depth)

For 3m length

Sl No Description Numer &ength (m) /redth ( eight (m)

1

ootin' 1.00 1.20 1.20 1.00

Total

2

ootin' 1.00 1.20 1.20 0.10

Total

3

Total

4

Earth work in excavation by mechanicalmean !"y#raulic excavator$ % manualmean in &oun#ation trenche or #rain!not excee#in' 1.5 m wi#th or 10 (mon )lan$ inclu#in' #rein' o& i#e an#rammin' o& bottom* li&t u)to 1.5 m*inclu#in' 'ettin' out the excavate# oilan# #i)oal o& ur)lu excavate# oila #irecte#* within a lea# o& 50m.

+lain ,ement ,oncrete 1-2-4 ! 1cement - 2 coare an# - 4 'ra#e#tone a''re'ate 40 mm nominal ie $

/an#om rubble maonry with har#tone in &oun#ation an# )linth inclu#in'levellin' u) with cement concrete 1-6-12! 1 cement - 6 coare an# - 12 'ra#e#tone a''re'ate 20 mm nominal ie$at )linth level with ,ement mortar 1-6! 1 cement - 6 coare an# $

/ein&orce# cement concrete work inbeam* u)en#e# &loor* roo& havin'

lo)e u)to 15 #e'ree* lan#in'*balconie* helve* chaa* lintel*ban#* )lain win#ow ill* taircaean# )iral tair cae u)to &loor &ivelevel inclu#in' the cot o& centrin'*hutterin'* &inihin'* but exclu#in' thecot o& rein&orcement


6/20

Footing 1.00 1.20 1.20 0.30

Column 1.00 0.20 0.20 0.70

Plinth Beam 1.00 3.00 0.20 0.45

Total

5

ei'ht 95k'%m3

/ein&orcement &or /.,.,. work inclu#in'trai'htenin'* cuttin'* ben#in'* )lacin'in )oition an# bin#in' allcom)lete.hermoechanically reate#bar.


7/20

sonr! Footing (with minimum depth *0cm

For 3m length

Quntit! Sl No Description Numer &ength (m) /redth (

1

1.40 oun#ation 1.00 3.00 0.60

1.-0 Total

2

0.10 ootin' 1.00 3.00 0.60

0.10 Total

3

oun#ation 1.00 3.00 0.60

0.00 aement 1.00 3.00 0.45

Total



/an#om rubble maonry with har#tone in &oun#ation an# )linth inclu#in'levellin' u) with cement concrete 1-6-12! 1 cement - 6 coare an# - 12 'ra#e#tone a''re'ate 20 mm nominal ie$at )linth level with ,ement mortar 1-6! 1 cement - 6 coare an# $


8/20

0.40 4

0.03 Strip 1.00 3.00 0.60

0.27 Belt _ Plinth Level 1.00 3.00 0.20

0.,0

Total

52.50 5

ei'ht 95k'%m3

/ein&orce# cement concrete work inbeam* u)en#e# &loor* roo& havin'lo)e u)to 15 #e'ree* lan#in'*balconie* helve* chaa* lintel*ban#* )lain win#ow ill* taircaean# )iral tair cae u)to &loor &ivelevel inclu#in' the cot o& centrin'*hutterin'* &inihin'* but exclu#in' thecot o& rein&orcement

/ein&orcement &or /.,.,. work inclu#in'trai'htenin'* cuttin'* ben#in'* )lacin'in )oition an# bin#in' allcom)lete.hermoechanically reate#bar.


9/20

eight (m) Quntit!

0.75 1.40

1.-0

0.10 0.20

0.+0

0.60 1.10

0.45 0.60

1.,0


10/20

0.15 0.30

0.15 0.09

0.3'

29.25


11/20

Sl No Description Unit Quntit! Rte

1

Details of cost for 10cum

Machinery

ay 0.0625 7200

"ire : runnin' char'e o& ti))er ay 0.0625 2500

Labour

Excavator ay 0.885 750

reaker ay 1.765 750

"oleriller ay 0.53 750

el#er ay 1.415 750

,oolie ay 2.41 750

Total

;## 1< &or water

Total

otal &or 10cum

For 1cum

2

etail o& cot &or 1cum

Materials

=tone a''re'ate 40mm cum 0.65 1220

=tone a'rre'ate 20mm cum 0.24 1200,arria'e o& a''re'ate 40mm cum 0.65 71.82

,arria'e o& a''re'ate 20mm cum 0.24 71.82

,oare =an# cum 0.47 3700

,arria'e o& an# cum 0.47 315.19

,ement onne 0.17 62.69

Labour

aon ay 0.1 800

el#ar ay 1.63 750


"y#raulic Excavator !3$ with #riveran# &uel

;## 15< &or contractor )ro&it an#overhea#



12/20

hiti ay 0.7 750

ixer ay 0.07 4800

>ibrator ay 0.07 500

=un#rie 1 13.32

otal

;## 1< &or water char'e

otal

$otl

3

aterial=tone at ?uarry cum 1 1050

hrou'h : on# =tone @o 7 5

,arria'e o& tone cum 1 76.67

,arria'e o& throu'h : on# =tone cum 0.157 76.67

,ement mortar cum 0.33 2928.90

abour

aon ay 1.07 800

el#ar ay 1.07 750

,oolie ay 0.71 750

hihti ay 0.09 750

,ement ,oncrete 45.76 1

=un#rie 4.42 1otal


otal

$otl

;

aterial

,ement tonne 0.25 4500

,arria'e o& cement tonne 0.25 62.69

,oare =an# cum 1.07 1050,arria'e o& an# cum 1.07 315.19

abour

el#ar ay 0.75 350

hiti ay 0.07 350

ixer 26.91 1

=un#rie 13.52 1

$otl


/an#om rubble maonry with har#tone in &oun#ation an# )linth inclu#in'levellin' u) with cement concrete1-6-12 ! 1 cement - 6 coare an# - 12'ra#e# tone a''re'ate 20 mmnominal ie$ at )linth level with,ement mortar 1-6 ! 1 cement - 6coare an# $


,ement mortar 1-6 ! 1 cement - 6coare an# $


13/20

4

&or 9.18cum

aterial

=tone ;''re'ate 20mm cum 0.67 1200

=tone ;''re'ate 10mm cum 0.22 740

,arria'e o& ;''re'ate cum 0.89 71.82

,oare =an# cum 0.445 3700

,arria'e o& ,oare =an# cum 0.445 315.19

cement tonne 0.32 8600

,arria'e o& cement tonne 0.32 62.69abour

aon ay 0.24 800

el#ar ay 2.75 750

hiti ay 0.9 750

ixer ay 0.08 4800

>ibrator ay 0.08 500

=un#rie = 14.3 1

otal


otal

otal

=hutterin'

For 1 cum

,ontact area 10.8(mAe 40 time

10< maintenance cot

alva'e cot 25

comparison of cost of foundation in kerala, india

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