DATA DATA SHEET SH EET Name of Anicut:-
Sambar wadi
Catchment Area:Length of Anicut:2 Hight of Anicut:- (NBl) 3 Fetch Length of the water:4 Nalla Bed Level (ee!e"t) 5 coffecent 6 Assuming Discarge coffecent Head wall to! width # Head wall e#tention to! width % $ide% wing wall to! width & 1' Foundation de!th (a""ume) 1
&L
*+,
3.5'
Ac= L= H'= fl= NBL= !" $t" $e" St" f("
8.00 41.50 1.75 500 100.00
Sq Km.or
3.13
Sq mile
Meter Meter Meter Meter
1600
0.60
Meter Meter Meter
3.00
Meter
1.50 0.60
4.4'
2.3'
'.6' ).*. 1.4' &L
1.5' +, !.!.1:2:4
1.#5 &L
+.,. 1'2.1'
.+.stone masonr 1:4 0S Acore ar Ancor *ars +.+. stone masonr 1:5 foun(ation +.+.stone masonr 1:4 0) Nalla e( Nall alla e e( le le/el /el " 1''.' ''.'' '
2.1'
nan(anaaoo.co.in
Design Name of Anicut:-
Samar a(i
1 Catchment Area:-
Ac"
"
%.''
2 Length of Anicut:-
,"
"
41.5' Meter
3 Hight of Anicut:-
$7"
"
1.#5
Meter
4 Fetch Length of the water:-
fl"
"
5''
Meter
N*,"
"
!
"
5 ee!e"t level of nalla 6 A""uming i"charge coffecent
Sq Km.
3.20
Sq mile
16''
an( sunstituting e a/e
1''.'' Meter 16''
DESIGN !1" Flood discharge oover Anicut 8sing (icen7s formula
Sa
9
"
! A 3?4
9
"
16''
9
"
3%2%.1
9
"
3%3'
.a# o/"erved flood di"charge = 2
!" ;0
3.2'
cusec
3?4 108.3# cumec
10#.00 cumec
Hight of water on Anicut:-h=,/1.! "/
"0 "
1'&.'' 1.# 1.40
; meter
41.5'
@02?3
nan(anaaoo.co.in
10 Head wall &'tension Base idth :- Heb= $.5 head wall e'tension height $e
"
'.5
;
"
1.#0
meter
3.%'
11 Basin ength :- Bl = $.5H(h(f!(H "
'.#5
;
"
4.60
meter
3.%'
=
1.#5
12 Basin idth :- = length of anicut ,
"
41.5'
meter
13 Basin )hic2ness :- *)'4+3,!-+1.3" *t
" "
4 3 1.50
;
1.4' 1.3
meter
14 3ide wall ength:- 3l = Basin ength Sl
"
4.60
meter
15 3ide wall top width 3t
"
0.60
meter
0assume
16 3ide wall Height at head wall 4oint !:- = head wall e'tension height "
3.80
meter
1# 3ide wall Height at toe wall 4oint!: - 3h = 1.5 h S
"
1.5
;
"
2.10
meter
1.4'
1% 3ide wall Base idth at head wall 4oint! :- 3bh = $.*($.%'H(h(f! S
"
'.6'
=
"
2.10
meter
'.4
;
3.%'
nan(anaaoo.co.in
DAING ANIT !AS $E NIE GIDE INE " Name % Ani)9
Sambar wadi c.c 01:2:4 coing +.+.stone masonr 1:5 0s
1.&
* C C C
* !
' # . '
D
1.3 !.!.1:2:4 0'.5'm tic
3.2 !
'.# '.1m Ancor ars 1.#5
D
A
3.&
nsl
A
3.3
3.3 3.5'
4.6 3.&
c.c 01:2:4 coing '.6
1.4
At * *
c.c 01:2:4 coing
2.5
2.#
'.3 2.5 $ea( all e;tension
$AD all Section At A A
2.1
C C C
1.& 2.1
2.# '.3
1.3
C C C
1.%
NS, nsl
C C C
2.'
C C C
+.+.stone masonr 1:50s
2.'
5.%
'.6 +.+.stone masonr
$A,) EF> $A,) *FEEFM >,AN 3.3 '.6 1.4
)* ).S.,.
4.6
C C C
2.3
suerstructure
1.65
1.3 !.!.1:2:40'.5'mi(e
1.#5
+.+.stone masonr 1:5 foun(ation
4.6 3.'
2.# '.3
3.3 3.5 3.&
2.1' 1''.'' Nalla *e( ,a/el 2.# '.3
!.!.1:3:6
4.4
2.3
2.1
NS,
+.+.stone masonr 1:5
3.%
1.# 1:5 foun(ation '.6
2.1 2.3
2.#
'.3 2.# !.!.1:3:6 Si(e all section At ! !
2.1
NS, 1.4 1.6
2.' Si(e all section At D D
'.#' '.6
2.1 nsl
C
nsl
1.4 2.# 1.6 I I I I I I I I I I '.3 2.' ing sectionSection at
nsl
nsl 1.& C 2.1 I I I I I I I I I I I I II ' 2.5 Section at * * ea( all e;tention at ea( all Joint
SEA*G,GE !$KGNL F) $AD BA,, 0main Name of Anicut:- Samar a(i !on(ition :- Ben ater in 8?S at M.B.,. an( no tail ater in (?s an( consi(ering full u lift +.,.
1'1.#5
>roose( section
M.B.,.
1
1.#5 4.#5 >1
2
N*,
N*,
N*, 1''.''
3.''
1 2 3 4 5 6 # %
Eo i(t 0$ea( all *ase i(t 0$ea( all $eigt of Aniut )oun(ation Det Nalla e( le/el eigt of masonr eigt of ater eigt of saturate( ater
1.5' 3.3' 1.#5 3.'' 1''.'' 2.3' 1.'' 1.%'
M M M M M E?cum E?cum E?cum
+.,. &#.3' Eoe +.,. &#.'' 4.#5
1.5'
1.%' 3.3'
8?, 8lift ressure (iagram Eaing moment at Eoe Sno.
Gtem
1
1
)orce
erticulars 1.5'
;
4.#5
;
2.3'
"
H 16.3&
$ -
,.A. 2.55
Moment Mr Mo 41.#& -
nan(anaaoo.co.in
DEAG, NAM F) BF+K:-!FNSEE. F) ANG!8E AE Samar a(i Sno. GEM 1 art or in e;ca/ation inclu(ing loa(ing unloa(ing (isosal an( (ressing of e;ca/ate( eart itin initial lea( of 5' m an( lift uto 1.5' m in (r or moist inclu(ing (ressing of e;ca/ate( area ir cost of (eatering ere/er require( an( all alicale ta;es an( le/ies etc. comlete in *S+ age14 item 1 . 0G $ea( Ball 0GG$ea( Ball ;etantion 0GGGSi(e Ball 0GHBing Ball
No.
,
*
$
9E
1 2 2 2
41.5' 4.%' 5.%' 3.2'
3.&' 2.5' 2.35 2.''
2.3% 6.#5 3.23 2.#' Eotal
3%4.3& 162.'' %#.&1 34.56 66&.''
0A$ar( soil mi;e( it aner oul(er Fnl 2 art or in e;ca/ation inclu(ing loa(ing unloa(ing (isosal an( (ressing of e;ca/ate( roc itin initial lea( of 5' m an( lift uto 1.5' m in(r or moist inclu(ing (ressing of e;ca/ate( area ir cost of (eatering ere/er require( an( all alicale ta;es an( . le/ies etc. comlete in
25
O qt taen
16#.3' cum
ere #5O stones to e not less tan 15 cm in siQe in an (irection an( eiging not less tan 23 g for S8>+ SE+8!E8+ inclu(ing curing all lea(s of construction matreials P all ta;es an( it initial lift ?(elift 0ein cement san( mortar 1:5 *S+ ageNo.32 item 2 0G $ea( Ball 0GG$ea( Ball ;etantion 0GGGSi(e Ball 0HBing Ball
1 2 2 2
41.5' 4.%' #.&' 3.2'
1.%' 1.3' 1.1% 1.''
1.65 3.#5 2.&3 2.1' EoEal
6 Sul of tor steel ancor ars of require( (ia.lengt an( sae at site of or comlete total
62 4% 11'
1.5' 1.5'
1.5% 1.5%
------g
# Drilling oles of 35mm (ia.for ancor ro( uto
11'
'.6'
1.5m.(et
% )i;ing of ancor ars in neat cement grout inclu(ing cost of cement an( curing etc.comlete & !ement !oncrete 1:2:4 ell mi;e( an( lai( in osition comlete inclu(ing all lea(s of all construction materials inclu(ing curing an( finising ell gra(e( roen stone aggregate of ma;imum siQe uto 2'mm
123.3' 46.%' 54.3' 13.4' 23#.%' cum 146.'' 115.'' 261 66 meter 11' no.
inclu(ing racing of Joints an( curing etc.comlete inclu(ing all lea(s of all Rcement mortar 01:3 0G si(e all G?S 0GGBing all
2 2
13 +ean(ling of e;ca/ate( material inclu(ing loa(ing unloa(ing an( (ressing itin initial lea( of 5'm an( lift of 1.5m it cost of (eatering ere/er require( an( all alicale ta;es an( le/ies etc. comlete in all resect. Rmi;e( stratta 14 Si(e suttring inclu(ing roing etc.comlete 0to acie/e finis )2 for retainig all u stream or (on stream sloe of (am an( oen faces of construction Joints etc.
#.&' 3.2'
2.&3 2.1'
as er item no 1
1
41.5'
--------Eotal
46.2' 13.4' 5&.6' sqm
66&.'' cum
4.5
1%4.#' sqm
A*SE+A!E F) !FSE NAM F) BF+K:-!FNSEE. F) ANG!8E AE Samar a(i no. GEM 1 art or in e;ca/ation inclu(ing loa(ing unloa(ing (isosal an( (ressing of e;ca/ate( eart itin initial lea( of 5' m an( lift uto 1.5' m in (r or moist inclu(ing (ressing of e;ca/ate( area ir cost of (eatering ere/er require( an( all alicale ta;es an( le/ies etc. comlete in all resect *S+ 2''& c H age13 item 10a 0c. 0$ar( soil mi;e( it aner ?oul(er
9E
8NGE
+AE
AMF8NE
16#.3'
cum
44.''
#362.''
16#.3' 16#.3' 16#.3'
cum cum cum
#3.'' 114.'' 15&.''
12213.'' 1&'#3.'' 266'1.''
2 art or in e;ca/ation inclu(ing loa(ing unloa(ing (isosal an( (ressing of e;ca/ate( roc itin initial lea( of 5' m an( lift uto 1.5' m in(r or moist inclu(ing (ressing of e;ca/ate( area ir cost of (eatering ere/er require( an( all alicale ta;es an( . le/ies etc. comlete in all resect. *S+ 2''& c H age13 item 2 . 0*Soft (isintegrete( roc. 0!$ar( roc not rquir(ing lasting 0D >lites P oter ar(
roc requiring nominal lasting
3 !ement !oncrete 1:3:6 ell mi;e( an( lai( in osition comlete inclu(ing all lea(s of all construction materials
no. GEM % ,aour carges for )i;ing of ancor ars in neat cement grout inclu(ing cost of cement an( curing etc.comlete *S+ 2''& c G age.3% item 10
9E 11' no.
8NGE eac
+AE 51.''
AMF8NE 561'.''
3&.6' cum
!um
2426.''
&6'#'.''
42.''
sqm
1%'.''
#56'.''
16%.5'
sqm
111.''
1%#'4.''
5&.6'
sqm
51.''
3'4'.''
& !ement !oncrete 1:2:4 ell mi;e( an( lai( in osition comlete inclu(ing all lea(s of all construction materials inclu(ing curing an( finising ell gra(e( roen stone aggregate of ma;imum siQe uto 2'mm *S+ 2''& c HGG ageNo.22 item 50( 1' >ro/i(ing an( laing cement concrete coing in 01:2:4 it ma;imum siQe of cruser roen aggregate u to 2'mm inclu(ing suttering etc.it all lea(s of material comlete in all resect in ticness of #5mm tic *S+ 2''& c GG age.43 item 1#0a 11 >laster it cement san( mortar 01:4 inclu(ing racing of Joints smoot finising P curing etc. inclu(ing all lea(s of all construction materials comlete :of ticness: 0a 25mm *S+ 2''& c G age.41 item 40a 12 )lus or rule( ointing on stone masonr inclu(ing racing of Joints an( curing etc.comlete inclu(ing all lea(s of all construction materials in mortar ratio:-
TEHNIA E$T Ani) %n
An estimate Amounting roale cost for !onstruction of
Sambar wadi
1.%#
lacs as een frame( to co/er
Eis Anicut is a eir structure constructe( across te natural (rain for imoun(ing te ater in te (rain. Eis ill elin recarging ell an( store( ater in aout '.#5 m lengtcan also e use( for lift irrigation.
Ee a(ministrati/e sanction of te or as een +ecei/e( )rom D.+.D.A. *un(i /i(e No.(t. Ee or inclu(es construction of ea( all si(e alls an( ing alls at Junction of nallas. $eigt of anicut is et 2.' mt. an( it ill ass 43.6 !umec of (iscarge o/er it. Masonr for foun(ation an( suerstructure as een taen in +.+. in cement mortar 01:6 !ement laster in cement mortar 1:4 as een taen in G?S for all all an( ointing as een taen in
(ATEIA NS($TIN STATE(ENT Name % w%r; -
!onstruction of Anicut Sambar wadi
S. N% I)em
40 mm Agg. !m"
20 mm Agg. !m"
<)=
ni)
emen) *ags
Sand!m"
6#.%'
!um
2#4.5&
2&.15
5%.31
---
---
S)%ne !m"
1
!.!. 01:3:6 04'mm
2
+.+. Stone Masonr )on(.01:6
535.3'
!um
#4&.42
16'.5&
---
---
535.3'
3
+.+. Stone Masonr S.S 01:6
7*+;
!um
332.&2
#1.34
---
---
23#.%'
4
!.!. !oing 01:2:4 2'mm
3&.6'
Sqm
12.36
'.%#
---
1.#4
---
!.!. !oing 01:2:4 2'mm
42.''
Sqm
13.1'
'.&2
---
1.%5
---
5
>laster 01:4 25 mm
16%.5'
Sqm
3#.#4
5.3&
---
---
---
#
>ointing !.M. 01:3
5&.6'
Sqm
1.#&
'.1%
---
---
---
1421.&2
26%.45
5%.31
3.5&
##3.1'
Eotal
