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POUR CARD FOR PEDESTAL

NAME OF PROJECT

NAME OF BUILDING

FOOTING MARK

S.No. ACTIVITY CHECKED BY

1 Alignmn!

a Horizontal

b Vertical

" Rin#o$%mn! &n' ()*!!$ing

& D&!

b Main vertical reinforcement

c Laps if any

d Rings

e Cover Blocks

f Shuttering

g iagonal length varification

h !op level of "edestals

i #aps and $oints sealed properly

+ Fo*n'&!ion Bol!(

& D&!,

b ! l t

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b ! l t

% Concreting ate&

a ate

b Concrete mi' M()*

c Cement Consumption

c+ !hreoratical consumption

c) ,ctual consumption

d Slump

C*- S!$ng!) T(!

e-i.

f-ii.

Curing

compressive strength in / daysD&!,

compressive strength in )0 aysD&!,

"edestals is to be covered 1ithhessian cloth and curing is to becarried at least ten days and fourtimes a day

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S

REMARKS

are to be staggered

 

#ood 2uality ply shuttering to be used3 gaps and $oints are to be sealed properly

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POUR CARD FOR P

NAME OF PROJECT

NAME OF BUILDING

LOCATION/GRID MARKING

A%!i0i! CHECKED BY

1 Alignmn!

a Horizontal

b Vertical

"

a D&!

b Bottom Level

c !op Level

d !ype of Shuttering

e #aps and $oints are sealed properly

+ Rin#o$%mn!

a D&!,

S)*!!$ing D&!,

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2 Concreting

a ate&

b

c cover blocks

d Slump

e Cube Strength

f Cement Consumption

f+ !heoratical consumption

f) ,ctual consumption

f-i.

bf-ii.

Curing

concrete mi' M()* D&! ,

Compressive Strength in / aysD&!,

Compressive Strength in )0 aysate&

Concrete surface is to be covered1ith hessian cloth and curing is to becarried at least ten days and fourtimes a day

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  INTH BEAM/ FLOOR BEAMS

REMARKS

#ood 2uality ply shuttering to be used3 gaps and $oints are to be sealedproperly

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U.G. TANK POUR CARDNAME OF PROJECT T&l-$o( A*!omo!i0 Com3onn! L!'.

NAME OF BUILDING U.G. T&n4FOOTING MARK R&#!. D$g. No. S516

Ho$i7on!&l / V$!i%&l Aligmn! C)%4'

S$. No. ACTIVITY CHECKED BY REMARKS

1 Alignmn!

a Horizontal

b Vertical" E8&%&0&!ion

a ate&

b epth

c Size

+ Soling

a ate&

b Size

c !hickness2 PCC

a ate&

b Size

c !hickness

d Mi' "roportion

e Cement consumtion

e+ !heoratical consumption

e) ,ctual consumption

Rin#$o%mn!

a ate&

9 shuttering

a ate&

/ Con%$!ing

a ate&

b Cover Block

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DAILY ACTIVITY CHART

8ame of pro$ect

8ame of Building 4:ork

S&#! M&(*$( %)%4' -

%on(*l!&n!( Con!$&%!o$ O;n$  

S78o7 ,ctivity escription "lanned for !oday

R&(on( #o$ no! &%)i0ing !) !&$g!

M&n3o;$ D!&il P$0io*( D& To'& Rm&$4(

Mason

Carpainter 

Bar Binders

:elders

Supervisers

,nyother

"lanned for"revious day

 ,chieved onprevious day

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Sil! Con!n! in Co&$( S&n'

S.No. D&!

To!&l H! o# (&n'

T&4n

)ig)! o# (il! A#!$

3o*$ing ;&!$ 

Hig)! o# 3*$

(&n'

3$%n!&g o# (il!

%on!n!

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Com3&%!ion T(! Fo$ E&$!) Filling

S.No. Lo%&!ion

+ +7**> *7@)? )70?> +7@=@ +7@)@=>=)=

R%ommn'' o3!im*m moi(!*$ %on!n! M&8im*m D$ Dn(i!

a Sands 4 #ravels 0(+*A Clay +/** kg4cum

b Silt +>A Sand +@>*kg4cum

c Clays +>()*A Silty Clay +0>*kg4cum

Sandy Clay )+>*kg4cum

No! , 5 On !(! #o$ 0$ >> (=m.

D&! o#T(!ing

Vol*m o#%o$%*!!$ ?V1@

ig)! o#m3!%o$ %*!!$?1@

ig)! o#%o$ %*!!$in%l*'ing(oil ?"@

ig)! o#;! (oil+"51

B*l4'n(i!$'?"51@/V1

ig)! o# D$Soil +

D$ Dn(i!+/V1

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CUBE TESTING RECORD

S. No. D&! Lo%&!ion

Com3$((i0 (!$n

To!&l #&il*$ lo&' To!&l #&il*$ lo&'Si7 o#%*-

;ig)! o#%*--Shall not beless than0kg.

No( o#%*-( !&4n

Com3$((i0 (!$ng!) &#!$6'&(

(!$ng!) o#%*-

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  g!) &#!$ ": '&(

(!$ng!) o# %*-

 

A*!)o$i('3$(on

Rm&$4(  / days-Comprssive strengthshall not be less than/*A of total re;uiredstrength in )0 days

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D&!

%lin! $3. %on!$&%$o$ $3.

S.No.

 

-$i%4(on1>>>>-$ i%4(

Si7 o#B$i%4(

 

- !&4n &#!$'$ing !) -$i%4(*3!o "2 )o*$( in;&0 o0n@ 1

 -$i%4(? B$i%4 ()&ll- 'i33' in ;&!$no! l(( !)&n "2)o*$(@"

ig)!Di##$n%+"51

;&!$ &-(o$3!ion3$%n!&g +/11>>

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EFFLORESCENCE TEST OF BRICKS

D&!S.N.

No( o#-$i%4(

Si7 o#B$i%4(

D&! o#!(!ing

!o!&l(*$#&%&$& o#

-$i%4 ?A1@

##lo$(%n% &$&o# -$i%4

?A"@##lo$(%n%

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Rm&$4(

%&!go$##lo$(%n%

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BRICK COMPRESSIVE STRENGTH TEST

D&!

C*$ing D&!(

Rm&$4(S!&$! D&!

%lin! $3.

S.No.

 o#-$i%4(

Si7 o#B$i%4(

 #illing ;i!)Cmn!mo$!&$ 1,+

D&! o#T(!ing

F&il*$ o#Lo&'

Com3$((i0(!$ng!) o#-$i%4(

Fini()ingD&!

%on!$&%$o$

$3.