rcc design of anganwadi footings.xls

8/9/2019 RCC Design of Anganwadi Footings.xls

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GOVERNMENT OF ANDHRA PRADESH

PANCHAYATRAJ ENGINEERING DEPARTMENT

RECASTED ESTIMATE

Estimate Amount Rs. 6.50 Laks

G!ant "NA#ARD RID$ %I%

Name of the Work : Construction of AnganwadiPathamupparru


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building at


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SPECI$ICATI'N REP'RT

Name o+ te &o!k " Const!u,tion o+ An-ana/i ui1/in- at Patamu22a!!u

Estimate Amount Rs. 6.50 Lak

The work"Construction of Anganwadi building at Pathamupparru",Est.Cost.Rs.

was sanctioned under A#AR$ R%$& '%' grant (ide )*+s.o. $ept for C$-Cs $t./0.!1./!10

T2pe plan is communicated 3Plan enclosed4.

The building is designed for )51 floors3$esigns-drawings enclosed for appro(

The estimate for the abo(e building is prepared with the following pro(isions7

$oun/ation"*

/8!mm dia 9R $umm2 piles for /.m depth77776 os

Su2e! St!u,tu!e"*

The basement height of !.8m is proposed with #+ in C+3164

%n this connection,% submit that the following items proposed in the Anne:ure7%% of )*+s.

for C$-Cs $t./0.!1./!10 could not be accomodated in the estimate due to paucit2 of funds

$inisin-s"*

/ os of &lush doors of si;e 1 !:/ 1!m

8@mm $9R piles7776 os

8!!mm $9R piles7770 os

Columns of si;e !./8:!.8m777= os

Columns of si;e !./8:!./8m777/ os

Plinth beam of si;e !./8:!.8m

RCC beams and slab is proposed

alls are proposed with #rick masonr2 in C+31=4

1/mm thick plastering is proposed in C+314

1/mm thick ornamental plastering is proposed in C+3184

PC conduit for electrical wiring


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1 Pro(ision for AT .!!

/4DC charges B !.

The estimate is prepared as per the current R,i.e./!107/!1 rates and as p

the A.P Re(ised tandard data work will be carried out as per AP$ after entrustment.

D3.E4e,utie En-inee! Asst.E4e,utie En-inee!

PRIE1u!u PRIE1u!u


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s

.! lakhs

l4.

o. $ept


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r


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DETAILED C)M A#STRACT ESTIMATE


Estimate

Des,!i2tion o+ Item No 7uantit3 )nit

8 9 : ; 5 6 < =

8

&or Columns 1 : 0 1.=8 1.=8 1.=! /0.11

777do777 1 : 6 1.6! 1.6! 1.=! /@.6

&or steps to rooms 1 : 8 0.1< !.

55.85 cum

9

&or dumm2 piles 1 : 6 7777 7777 7777 6.!!6.00 cum

:

S1.No.

Len-t>m?

&i/t>m?

Ti,kness >m?

Ea!t o!k e:ca(ation and depositing on bank with initial lead of 1!m andinitial lift of /m in *rdinar2 oils for &oundation.3AP o. 8!=4 3RR4

Augoring and boring of holes in site for #ored cast7in7situ R.C.C. Piles forbuilding foundations in loam2, cla2e2 soils like #lack cotton soils and ordinar2soils as per % /


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&or Columns 1 : 0 1.=8 1.=8 !.1 /.!1

777do777 1 : 6 1.6! 1.6! !.1 /.8!

#asement +i11in-"*Fall 1 : 1 0./@ 6.1 !.8


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89

#uilding A>R 1 : 1 8!.@6 !./8 !.8! /.1/

$educt columns 1 : 1! !./8 !./8 !.8! 7!.16

ong cross wall 1 : 1 6.1 !./8 !.8! !.0

Cross walls 1 : / 0.!= !./8 !.8! !.6

7777do777 1 : 1 0./@ !./8 !.8! !./<

:.96 cum

8:

Roof slab 1 : 1


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8=.6: rmt

86

/.08!

9.;:0 +T

8<

#uilding A>R 1 : 1 8!.@6 !./8 !.8! /.1/

$educt columns 1 : 1! !./8 !./8 !.8! 7!.16

ong cross wall 1 : 1 6.1 !./8 !.8! !.0

Cross walls 1 : / 0.!= !./8 !.8! !.6

Gitchen wall 1 : 1 /.!1 !./8 !.8! !.10

$!ont ste2s"*

for step % 1 : 8 0.1< !.

for step %% 1 : 8 0.1< !.6! !.1 1.18

for step %%% 1 : 8 0.1< !.8! !.1 !.@

6.58 cum

8=

#uilding A>R 1 : 1 88 /! ! /8 /

Pro(iding high 2ield strength deformed 3FI$4 steel T+T bars 3&e 01 gradeas per % 1@=671


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/1 Pro(ision for sienorage charges

// Pro(ision for unforeseen items

De2ut3 E4e,utie En-inee! Assistant E4e,uti

PRI Su*Diision E1u!u PRI E1u!u


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mount Rs. 6.50 Laks

Rate Amount

@ 80

18.!/ =08<

@==./1 0@/<


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10


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[email protected] =@=8

6/=86.=! 1/6


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88=0

Tota1


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DATA SHEET


Estimate Amount Rs. 6.50 Laks

In/e4*,o/e Des,!i2tion )nit 7uantit3 Rate Rs. Amount Rs.

8 9 : ; 5 6 <

#?CI(IL &'R"*

8 R#R* E4,aation +o! St!u,tu!es$NDN*8

'!/ina!3 soi1

Manua1 Means

)2to : m /e2t

9nit J cum

Taking output J 1! cum

+ate da2 !.!! 80.!! !.!!

+a;door 39nskilled4 da2 8.60 / 8!0+*RTF

ote Classifications of Earth ork pecification are as per 8!/./.13a4 of+*R$ and 8!1./.1 of +*RT-F

a? Laou!


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In/e4*,o/e Des,!i2tion )nit 7uantit3 Rate Rs. Amount Rs.S1.No.

#. A#*9R

+a;door da2 8.

0

A. +ATER%A

il

#. A#*9R

+a;door da2 /.


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6

9nitJCum

A. MATERIALS"

/!mm F#) graded metal cum !.=!! /1#. LA#')R"1st Class +ason da2 !.188 8=.!! 1./1

/nd Class +ason da2 !./6@ 80.!! #ot Men an/ &omen? da2 0.6!! /


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+an ma;door for mi:ing mortar da2 !./! /

Add +AB/ 10.@

G!an/ Tota1 :950.8 " 6?

CSTN*8*< )nit " 8,um

A. MATERIALS"

Cement kg. /0!.!! .

and 3including wastage4 cum 1.! [email protected]! 10@@.@@

#. MACHINERY

7 il 7

C. LA#')R"

+an ma;door for mi:ing mortar da2 !./! /


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CSTN*9*8:

A. MATERIALS"/!mm F#) graded metal cum !.=!! /1#. LA#')R"

1st Class +ason da2 !.188 8=.!! 1./1

/nd Class +ason da2 !./6@ 80.!! #ot Men an/ &omen? da2 0.6!! / @ cft 3!./ > !.= cum4capacit2


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Add o(erhead charges B10 1/=.1=

Tota1 809;5.8<

90 LINTELS IN #)ILDINGS#ASIC C'ST 2e! 8 ,um cum 1.!! @1@/.

1st Class +ason da2 !.!6@ 8=.!! /.=!

/nd Class +ason da2 !.188 80.!! 0.=<

Ma/oo! >#ot Men an/ &omen? da2 8.!@@ / Add +AB/ /00.=

#. MACHINERY

hour !./6@ 08.!! 1/!.


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Rate 2e! t B a 69=:6.=0

96 #LD*CSTN*:*8

)nit B 8,um

A. MATERIALS"

Cement kg 86.!! .

os 1/.!! !8=./ /@


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Add +AB/ 0/6./0

Top Tower bolts 1!!mm long3Aluminium4 os /


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da2 !.6! 8=.!! /81.!!

+a;door 3unskilled4 da2 !.


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C. SCA$'LDING

Access cafolding charges s?m 1!.!! !.!! !.!!

Add o(erhead charges B10 1=/.!0

Tota1 2e! 80 sFm 8;=9.:9Tota1 2e! 8 sFm 8;=.9:

:; #LD*CSTN*6*:

)nit B 80 sFm

A. MATERIALS"

Cement +ortor 314 cum !.1! 8/!.@/ [email protected]

#. LA#')R"

da2 !.6! 8=.!! /81.!!

+a;door 3unskilled4 da2 !.


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LEAD STATEMENT

Name of the Work : Construction of Anganwadi building at Pathamupparru

Estimate Amount Rs. 6.! "akhs

Des,!i2tion o+ Mate!ia1 )nit

1 / 8 0 6 @ = < 1/

1 Coarse and for Concrete 1.!! Cum )oda(ari @Lea/ inM

Cone3an,e ,a!-es

Initia1 Cost#1astin-,a!-es

Ma,ine,!usin-,a!-es

Loa/in-)n1oa/in-,a!-es

Tota1Amount

Aggregates 0!mm nominalsi;e3Fand broken4


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De2ut3 E4e,utie En-inee! Assistant E4e,utie En-inee!PRI Su*Diision E1u!u PRI E1u!u

rcc design of anganwadi footings.xls

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