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FIRE STATION BLDG

1 Footing No.

F1

Excavation 2

conc.work 2

F2

Excavation 3

Conc. Work 3

F3

Excavation 2

Conc. Work 2

2 Footing reinforcement

Bars parallel to length

1.3/0.15= 9 1 B!"= 10 2

#ength=1.3$0.15$0.15= 1.0

Bars parallel to %rea&th

1.3/0.15= 9 1 B!"= 10 2

#ength=1.3$0.15$0.15= 1.0

Bars parallel to length

1.5/0.15= 10 1 Bar = 11 3

#ength= 1.5$0.15$0.15 = 1.2

Bars parallel to %rea&th

1.5/0.15= 10 1 Bar = 11 3

#ength= 1.5$0.15$0.15 = 1.2

Bars parallel to length

1.'/.15= 11 1Bar = 12 2

#ength= 1.'$0.15$0.15 =1.(

Bars parallel to %rea&th

1.'/.15= 11 1Bar = 12 2

No. of column infooting

F1 10 tor 150 c/c

F2 10 tor 150 c/c

F3 12 tor 150 c/c

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#ength= 1.'$0.15$0.15 =1.(

3 Surface re!!ing

( Lean "onc)n *ooting

+1 2

+ 2 3

+ 3 2

+or plinth %ea,

-

5 "olumn a#o$e %lint& le$el

"1

o* -eight 3.5 , 2

"2

o* -eight 3.5 , 5

Reinforcement etail

" 1

o* -eight 3.5 , 2

#ength o* #ateral ies

20.(1(0.2

4pacing 12 ia '5c/c

-eight o* col6,n/'5

3.5/0.0'5 = (' Bar 1= (7

-884= 7ia

70.012

 otal r,*t in stir6p o* 12 ia (7

#ongit6&inal %ar length

3.5.0(51.5(70.012)! (

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3.5.0(51.5(70.01)! (

" 2

o* -eight 3.5 , 5

#ength o* #ateral ies

20.(1(0.2

4pacing 12 ia '5c/c-eight o* col6,n/'5

3.5/0.0'5 = (' Bar 1= (7

-884= 7ia

70.012

 otal r,*t in stir6p o* 12 ia (7

#ongit6&inal %ar length

3.5.0(51.5(70.02)! 7

' 'lint& #eam!

'B 1

Excavation

- :B 1 3

:B 1 2

Conc. Work

-:B 1 3

:B 1 2

"ein*. 8* 1 ia

'B 2

Excavation

:B 2 1

Conc Work

:B 2 1

"ein*. 8* 12 ia

7 Roof Beam

RB 1

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-"B 1 1

"B1 3

"ein*. 8* 12 ia

RB 2

-"B 2 2

"ein*. 8* 1 ia (

"ein*. 8* 20 ia (

LB 1

-#B1 2

#B1 2

"ein*. 8* 12 ia

9 S&uttering

!r o* roo*

Col6,n

C 1

o* -eight 3.5, 2

C 2 5

o* -eight 3.5,

:linth Bea,

:B 1

-:B 1

:B 2

:B 2

:B 2

Col6,n in *ooting

+1 2

+2 3

+3 2

10 (all

raw* wall

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11 'la!ter

o* -eight 3.5, 2

12 Roof Sla#

"4 1 1

13 Reinf in roof !la#

RS 1 1

"ein*. 8* 7 ia 150 c/c

4pacing o* %ars

#ength /0.150 = '.3'/0.15

'.3'/0.15= (7 Bar 1 = (9 (9

Brea&th /0.15= 7.23/0.15

7.23/0.15= 55 Bar 1 = 5 5

1( Flooring

;re station

:lat*or,

15 win&ow

venti

"olling sh6tter

1 Ram% conc )or*

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L B + ,uantit- nit

1.( 1.( 1. .2'2 c6,

1.3 1.3 1.5 5.0'

1. 1. 1. 12.277

1.5 1.5 1.5 10.125

1.7 1.7 1. 10.37

1.' 1.' 1.5 7.'

 otal Excavation 27.927 c6,

 otal Conc. Work 23.75 c6,

No. of Bar! L

10 1 20 ,

10 1 20 ,

11 1.2 39. ,

11 1.2 39. ,

12 1.( 33. ,

12 1.( 33. ,

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7. 9.( 71.35

3.5 3.25 11.725

 otal 93.2175 s<,

1.3 1.3 0.15 0.50' c6,

1.5 1.5 0.15 1.0125 c6,

1.' 1.' 0.15 0.7' c6,

21.71 0.23 0.15 0.'52((5 c6,

2(.9 0.23 0.15 0.751705 c6,

L B +

0.3 0.(5 3.5 0.9(5 c6,

0.3 0.(5 3.5 2.325 c6,

3.30'5 c6,

1.7

0.09

1.95 17'.'' ,

5.21 ((.97 ,

 otal conc work

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5.713 (.50( ,

1.7

0.09

1.95 (9.(( ,

.005 20 ia 2(0.2 ,

L B +

15.71 0.23 0. 2.171'7

10.2 0.23 0. 1.(1577

3.59' c6,

21.71 0.23 0. 3.009'7

1.( 0.23 0. 2.2'1(7

5.2712 c6,

229.2 ,

'.(7 0.23 0.(5 0.''(17 c6,

7.23 0.23 0.(5 0.751705 c6,

(9.37 ,

L B -

 otalExcavation

 otal Concwork

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'.23 0.23 0.(5 0.'(7305 c6,

2(.9 0.23 0.(5 2.555(15

191.52 ,

1(.( 0.23 0. 1.995(7 c6,

5'.7( ,

5'.7( ,

1(.( 0.23 0.(5 1.(91 c6,

1.( 0.23 0.(5 1.'031 c6,

175.52 ,

59.5 s<,

0.3 0.(5 3.5 10.5 2lh%h

0.3 0.(5 3.5 2.25

E total 3.'5 s<,

21.71 0.23 0. 2.((7 s<,

1.( 0.23 0. 20.027 s<,

7.23 0.23 0.(5 '.1( s<,

 otal 5(.09 s<,

1.3 1.3 1.5 15.

1.5 1.5 1.5 2'

1.' 1.' 1.5 20.(

 otal 3 s<,

30.92 0.23 3.5 2(.790 c6,

13.7' 0.23 0. 1.91(0 c6,

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30.92 3.5 21.(( s<,

'.3' 7.23 0.13 '.77513 c6,

7.23 (03.2'

'.3' (12.'2

131.97 ,

' 7 5 s<,

3.5 1 3.5 s<,

(.7 1.2 5.' s<,

( 0. 2.( s<,

2.( 2.1 5.0( s<,

3.5 2.25 0. 2.(3'5 c6,

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10

119.2

12

'.2

.1, a&&e&

extra

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12

1127.0(

20

297.0(

1

333.9(

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2lh%h

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2 4)E4

7

131.97

2 %eco> o*%otto, an& top

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:")C)? 8+ +)"E 4!)8 B#? ! @?-!#!!B!

4. o. escription o* ite,

1 46r*ace &ressing not excee&ing 15 c, &eep in so*t/loose soil

2

3

(

5

'

7 Ce,ent concrete in *o6n&ation ;lling an& ,ass concrete tApe 2 1(7

9

10

11

12

13

1(

15

1 "en&ering 10,, thick in C 1 ;nishe& even an& s,ooth internal plaster

1'

17

19

20 "oo* treat,ent

21 rA &iste,per

22 hree coats o* white wash on ceiling

Excavation in trenches n. exc. 1.5 , wi&e an& n. exc. 1.5 , in &epth *or*o6n&ation n.exc. 10 s<, on plan an& n. exc. 1.5 , &epth an& getting o6t in

so*t/loose soil."et6rningD ;llingD in incl6&ing sprea&ingD levellingD watering an& well ra,,ing inlaAers not exc. 25 c, in so*t/loose soil.

/# reating the %otto, an& si&es o* excavation at the rate o* 5 litres per s<, o*s6r*ace area

 reating the %ack ;ll in contact with *o6n&ation at the rate o* '.5 litre o* e,6lsionper s<, o* vertical s6r*ace

 reating the top s6r*ace o* ;lle& earth at the rate o* 5 litres o* e,6lsion per s<, o*s6r*ace.

 reating the soil along with external peri,eter o* %6il&ing at the rate o* 2.25 litre

o* e,6lsion per ,eter o* peri,eter o* wall.

  %ars 10 ,, &ia an& over c6t to length %ent to shape re<6ire& incl6&ingcranking %en&ing spirallA *or hooping *or clo6,ns hooking en&s an& %in&ing with,il& steel wire not less than 0.9$0 ,, &ia

+or,work to si&es o* concrete in *o6n&ation *ootings %ases o* col6,ns an& plinth%ea,s

"ein*orce& ce,ent concrete &esign ,ix in *o6n&ation incl6&ing *ootings*o6n&ation %ea,s plinth %ea,s %ases o* col6,ns etc in 25

+or,work to sots o* s6spen&e& sla%s s6ch as roo* sla%s Foor sla%s lan&ings an&si,ilar works

"ein*orce& ce,ent concrete &esign ,ix in sla%s si,plA s6pporte& on walls%ea,s an& col6,ns in Foor roo* lan&ings an& %alconies etc in 25

o&6lar %ricks in ce,ent ,ortar 1 with FA ash %ricks straight or c6rve& on plannot exc , ,ean ra&i6s

"en&ering 10,, thick in C 1( secon& laAer o* 5 ,, in C 1( with waterproo;ng co,p6n& san& ;nishe& external plaster

"en&ering 5,, thick in C 13 to "CC sots %otto, o* %ea,s lintal "CC chaGGas

sla%s etc

20$25 ,, thick kota stone Fooring 00x00 over 20 ,, scree& in C1 over100 ,, thick :CC Ape 2 over 150 ,, thick har& core

'$7 ,, thick non ski& cera,ic tiles 300x300 ,, lai& over ce,ent scree& in C1( over 100 ,, thick :CC 12(

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23 hree coats o* li,e wash on internal walls

2(

25

22'

27

46pplA an& ;x steel win&ows with si&e h6ng sh6tters incl6&ing proGecting tApehinges with steel han&le an& steel peg staAs with gla>ing %ars

46pplA an& ;x steel ventilators with top h6ng sh6tter incl6&ing hinges steel pegsan& staA co,plete

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sh6tter H

ItA @nit "ate !,o6nt 44"

93.2175 4<, '.9 '3.(215 3011

33.2997( C6, 115.2 373.1(1 300

3.301''5 C6, (1.' 13'.7(02 3009

209.25 4<, 70. 175.55 30('

9.'5 4<, 12.7 77((.3 30(7

59.5 4<, 70. (70'.'9 30(9

93.2175 4<, 37. 3597.23(1 3051

3.990'5 C6, 2303.3 9191.79(5 (025

3032.97 kg (7. 1('(02.2( 1003(

153.7( 4<, 13(.2 20(5.327 '00(

(1.70(975 C6, 3(72.2 1(55'3.32 (053

59.5 4<, 211.5 1215.9'5 '00

'.77513 C6, 3''0 29'2'.05 (055

2.70( C6, 255.3 7(3.229' 5019

107.22 4<, 13(.7 1(577.05 001 J 1(00(

97.22 4<, ''.3 '592.(0 1(001

59.5 4<, '.3 (551.295 001 J 1(00(

4<, 705.9 0 013 J others

4<, 520.( 0 130'(

4<, 300 0 !ssesse&

4<, 31.1 0 15010

4<, 11.7 0 1500

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4<, 11.7 0 1500

5.' 4<, 179.( 9'30.9(( 100'1

2.( 4<, 1(7(. 353.0( 100'5

4<, 29.7 0 10079", 32.' 0 10072

4<, '00 0 !ssesse&

 otal (50750.92

13525.527

?ran& total ((3'.(5

4<,

K)/0L

!&& 3M *or6n*oreseen

ite,s

:linth area o*

%6il&ing

:linth arearate per 4<,

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7 10 12 1 20 25

0.39 0.1 0.79 1.5' 2.( 3.75

11.97 119.2 '.2

1127. 333.2(( 297.0(

11.97 119.2 1195.7 333.2(( 297.0( 0

30.222 '2.'12 10(.22 523.19307 '33.1'7( 0

3023.9''

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