fire station bldg
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7/23/2019 Fire Station BLDG
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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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