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CA
NA
L BE
D W
IDTH
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CT
ION
(AT
Z - Z)R = D
SC
ALE
: 1:100
DE
TA
ILS O
F R
AD
IUS
OF
CU
RV
ATU
RE
AN
D
(SC
ALE
1:25)
PR
OFILE
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LL & LO
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TION
OF C
ON
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UC
TION
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T
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150
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R = D O
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ER
S IN
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ELO
WC
ON
STR
UC
TION
JOIN
T ALO
NG
CA
NA
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DIR
EC
TION
AC
ON
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UC
TION
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T
CC
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G IN
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RB
ED
AN
D S
IDE
WIT
H P
AVE
R
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G IN
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ED
AN
D S
IDE
WIT
H P
AVE
R
250x150 PR
OFILE
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LL IN C
C
M15 A
T 8750 C/C
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UR
VE
P
OR
TION
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D A
T 17500 C/C
IN
STR
IGH
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OR
TION
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YER
150
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CE
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IAL H
OT P
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R
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ALIN
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OM
PO
UN
D
AS
PE
R IS
:5256-1992
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SLE
EP
ER
S IN
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ELO
WC
ON
STR
UC
TION
JOIN
T ALO
NG
CA
NA
L F
LOW
DIR 100
ON
E C
OA
T OF P
RIM
ER
C
ON
FO
RM
ING
TO
IS: 3384-1985
(AS
PE
R IS
: 5256-1992)
DE
TA
ILS A
T 'A'
14
DE
TAILS
AT 'C
'
11
100
SP
EC
IAL H
OT P
OU
R
SE
ALIN
G C
OM
PO
UN
D
AS
PE
R IS
:5256-1992
DE
TA
ILS O
F CO
NS
TRU
CTIO
N JO
INT
DE
TA
ILS A
T EX
PA
NS
ION
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T
100
SP
EC
IAL H
OT P
OU
R
SE
ALIN
G C
OM
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D
AS
PE
R IS
:5256-1992
AT
ST
RU
CTU
RE
LOC
ATIO
N
75 25
2512O
NE
CO
AT O
F PR
IME
R
CO
NF
OR
MIN
G T
O IS
: 3384-1985 (A
S P
ER
IS: 5256-1992)
PR
EF
OR
ME
D JO
INT FILLE
R TB
L
FS
L
C.C
. LININ
G IN
BE
D IN
M
15 GR
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E
MA
X C
ON
ST
RU
CT
ION
JOIN
TS S
PA
CIN
G N
OT
MO
RE
THA
N 35000 C
/C
550
CO
NS
TR
UC
TIO
N JO
INTS
SP
AC
ING
NO
T M
OR
E TH
AN
35000 C/C
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L
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. LININ
G F
OR
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E
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PE
S IN
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RA
DE
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LL IN
C.C
. M15 G
RA
DE
@ 8750
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UR
VE
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RTIO
N
AN
D 17500 C
/C IN
S
TRA
IGH
T PO
RTIO
N
1.51
200x150 C.C
. BE
D S
LEE
PE
R IN
M15
GR
AD
E A
T LOC
ATIO
N O
F C
ON
STR
UC
TION
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T
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250
SLOPE 1.5:1
250
550
1 1.5
SLOPE 1.5:1
250x150 PR
OFILE
WA
LL IN C
.C. M
15 G
RA
DE
@ 8750 C
/C IN
CU
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RTIO
N
AN
D 17500 C
/C IN
ST
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IGH
T P
OR
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LL IN C
.C. M
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RA
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/C IN
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RTIO
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/C IN
ST
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IGH
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NO
T MO
RE
TH
AN
2000IN
SLO
PE
NO
T M
OR
E
TH
AN
5000NOT MORE THAN 5000
NO
T M
OR
E
TH
AN
5000
BE
D P
AN
EL S
IZE
NO
T M
OR
E TH
AN
5000 x 5000
NOT MORE THAN 5000
CO
NS
TRU
CTIO
N JO
INT A
T T
HE
EN
D D
AY
S W
OR
KC
ON
STR
UC
TION
JOIN
T A
T 35000 C
/C
PLA
NS
CA
LE: 1:100
ZZ
300 TRE
AD
150 RISE
BE
D LIN
ING
IN C
.C.
M15
CN
S LA
YER
MIN 1500
300300PLA
ND
ET
AILS
OF
STE
PS
IN C
AN
AL S
IDE
LININ
G
PP
SE
CT
ION
P-P
CA
ST-IN
-SITU
C.C
LININ
G FO
R M
AIN
CA
NA
LS.
CA
NA
L BE
D
G.I. P
IPE
RA
IL
DE
TA
ILS O
F CO
NT
RA
CTIO
N JO
INT
(SC
ALE
1:25)
C
LOC
ATIO
N O
F CO
NS
TR
UC
TIO
N A
ND
CO
NTR
ATIO
N JO
INT IN
CA
NA
L BE
D(S
CA
LE 1:25)
CC
LININ
G IN
M15 FO
RB
ED
AN
D S
IDE
WIT
H P
AVE
R
CO
NS
TRU
CTIO
N JO
INT
200x150 CC
SLE
EP
ER
S IN
M15 B
ELO
WC
ON
STR
UC
TION
JOIN
T ALO
NG
CA
NA
L F
LOW
DIR
EC
TION
CN
S LA
YER
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150
150
DE
TAIL 'A
'C
MA
X C
ON
STR
UC
TION
JOIN
TS S
PA
CIN
G 35000 C
/CM
AX
CO
NS
TRU
CTIO
N JO
INTS
SP
AC
ING
35000 C/C
CA
NA
L BE
D W
IDTH
100
33
BE
D / S
IDE
SLO
PE
LININ
G
100
BE
D / S
IDE
SLO
PE
LININ
G
A
250
250
t
TYPIC
AL D
RA
WIN
G FO
R E
XPA
NS
IVE S
OILS
.
t
t
t
85150 TO
300
FOR
DIFFE
RE
NT S
WE
LLING
PR
ES
SU
RE
BY
AC
TUA
L EXPERIM
ENTS BO
TH IN
FIELD
HO
WE
VE
R, O
PTIM
UM
THIC
KN
ES
S O
F CN
S M
ATER
IALS NEED
S TO BE D
ETERM
INED
AN
D LA
BO
RA
TOR
Y IF R
EQU
IRED
.
NO
TE:- 300 TO 500
100
cm (m
in.)
THIC
KN
ES
S O
F CN
SM
ATE
RIALS
THIC
KN
ES
S O
F CN
S LA
YE
R C
AR
RY
ING
CAPAC
ITY OF 2 cum
ec AND
MO
RE
SW
ELL P
RESSU
RE
2kn/m
OF S
OILS
50 TO 150
TAB
LE: 1B
0.03 TO 0.30
75 3040
50 - 150 kn/m
THIC
KN
ES
S O
F CN
S LA
YE
R C
AR
RY
ING
CA
PACITY LESS TH
AN 2 cum
ecA
S P
ER
THE
CLA
US
E 5, 5.1, 5.2 O
F IS : 9451-1994
THIC
KN
ES
S O
F CN
S LAYER
IN cm
(min.)
SW
ELL P
RESSU
RE
cumec
0.30 TO 0.70
0.70 TO 1.40
1.40 TO 2.00
DIS
CH
AR
GE IN
TAB
LE: 1A
SW
ELL P
RESSU
RE
MO
RE
THA
N 150 kn/m
40 50
2
60
50 60 75
11. TH
E CO
NCRET
E LAID
FOR C
C LIN
ING
SHO
ULD
BE CURED
FOR 28 D
AYS STARTING
AS
PE
R C
LAU
SE
5.9.2 OF IS
3873 - 1998 IN C
AS
E LIN
ING
IS LAID BY M
ECH
ANIC
ALP
AV
ER
, PV
C W
ATE
R S
TOP
AR
E TO
BE
PLA
CE
D AT TH
E STRU
CTU
RE LO
CATIO
NS.
FRO
M 12 H
OU
RS A
FTER
LAYIN
G O
F CC LIN
ING AS PER IS : 3873-1993.
12. 1500 MIN
IMU
M W
IDE ST
EPS ARE T
O B
E PRO
VIDED
IN CC M
10 GRAD
E AT 300M C/C
STAG
GER
ED O
N EIT
HER
SIDE O
F TH
E CAN
AL V
IDE IS: 3873-1993 AN
D 3000 W
IDE
STEPS T
O B
E PRO
VID
ED A
T V
ILLAG
E AN
D AT STRU
CTURE LO
CATIONS.
13. SUIT
ABLE C
URVATU
RE O
F RAD
IUS EQ
UIVALEN
T TO D
EPTH O
F WATER O
N
EITH
ER SID
E AT B
OTH
END
S OF B
ED C
ON
NEC
TIN
G B
ED LIN
ING AN
D SID
E LININ
G IS
14. APPR
OVED
AIR
ENTRAIN
ING
AG
ENTS T
O EFFEC
T AIR EN
TRAINM
ENT ARE TO
BE USED
15. WH
ILE LAYIN
G C
AN
AL LIN
ING
CO
NCRET
E CARE SH
ALL BE TAKEN TO
PREVENT
ING
RESS O
F CO
NCRET
E INTO
TH
E FILTER
MED
IA OR PO
ROUS PLU
GS, TO
MAKE TH
E
FILTER
MED
IA EFFEC
TIV
E BY PO
LYTH
ENE SH
EETS OF AN
Y OTH
ER SUITABLE
16. REQ
UIR
ED SU
RFA
CE D
RAIN
AG
E ARRAN
GEM
ENTS O
F THE CAN
AL BANKS SH
ALL BE
CO
MPLET
ED SO
ON
AFT
ER T
HE C
OM
PLETIO
N O
F THE LIN
ING O
PERATIONS SO
AS TO
PREV
ENT SU
RFA
CE A
ND
SUB G
RAD
E ERO
SION
AND CO
NSEQ
UEN
T DAM
AGE TO
CANAL
17. ALL M
ATER
IALS A
ND
WO
RKM
AN
SHIP SH
OU
LD C
ON
FORM
TO RELEVAN
T IS CODES LIKE
IS 10430-2000, IS 4558-1995, IS9451-1994, IS3873-1993, IS 5256-1992, IS 383-1983,
THIC
KN
ES
S O
F CA
ST IN
- SITU
CO
NC
RE
TE LIN
ING
FOR
CAN
ALS SHALL BE
FRE
E B
OA
RD
IN C
AN
ALS
SH
ALL C
ON
FOR
M TO
CL 8.2 O
F IS 10430 - 2000
SID
E S
LOP
ES
IN C
AN
ALS
SH
ALL C
ON
FOR
M TO
CL 8.1 O
F IS 10430 - 2000.
PR
OV
IDE
D A
S P
ER
TAB
LE 1 O
F I.S 3873 -1993 FO
R D
IFFEREN
T CAN
AL CAPAC
ITIES
21.
19.
20.
ISS456-2000, IS 13143-1991 ETC.
AN
D D
EP
TH O
F WATER
.
18.
LININ
G A
S PER C
LAU
SE 5.8 OF IS: 3873-1993.
MET
HO
DS.
TO
BE PR
OVID
ED FO
R PA
VER FINISH
ING.
WH
EREV
ER R
EQU
IRED.
AR
E IN
MILLIM
ET
ER
S O
NLY
UN
LES
S O
R O
THE
RW
ISE
SP
EC
IFIED
250 WID
E X 150 D
EE
P P
RO
FILE W
ALLS
AR
E T
O B
E P
RO
VIDE
D IN
CC
M 15 G
RA
DE
U
SIN
G 40M
M M
AX. S
IZE
OF
MA
CH
INE
CR
US
HE
D H
AR
D B
RO
KE
N G
RA
DE
D G
RA
NITE
CE
ME
NT A
S P
ER
MIX D
ES
IGN
.MIX
ED
IN B
AT
CH
ING
PLA
NT U
SIN
G C
ON
CR
ETE
CA
ST IN
SIT
U B
ED
AN
D S
IDE
LININ
G IN
CC
M 15 G
RA
DE
US
ING
40/20MM
MA
X. S
IZE O
F MA
CH
INE
CR
US
HE
D H
AR
D B
RO
KE
N G
RA
NITE
ME
TAL A
ND
US
ING
PR
EP
AR
ATIO
N O
F THE
SU
B G
RA
DE
SH
ALL C
ON
FO
RM
TO S
PE
CIFIC
ATIO
N O
F IS: 3873
PLA
CIN
G, FIN
ISH
ING
AN
D C
UR
ING
OF LIN
ING
CO
NC
RE
TE
SH
ALL B
E D
ON
E A
S P
ER
IS
SIT
U S
LEE
PE
RS
OF 200M
M W
IDT
H X 150M
M D
EP
TH
IN M
15 GR
AD
E
CO
NC
RE
TE
SH
ALL B
E P
RO
VIDE
D W
HE
RE
VE
R N
EC
ES
SA
RY
IN B
ED
UN
DE
R
PO
RO
US
CO
NC
RE
TE S
LEE
PE
RS
SH
ALL B
E P
RO
VIDE
D IN
THE
BE
D O
F CA
NA
L AN
D
LAID
WIT
H FILT
ER
MA
TE
RIA
L AS
SH
OW
N IN
THE
DR
AW
ING
ME
TA
L AT 17500 C
/C IN
STR
AIG
HT R
EA
CH
ES
AN
D 8750 C
/C IN
CU
RV
ED
PO
RTIO
N O
F
9. EXPA
NSIO
N JO
INTS SH
ALL B
E PRO
VID
ED W
HER
E A STRUCTU
RE INTERSECTS TH
ECAN
AL LIN
ING
. EXPA
NSIO
N JO
INTS O
F 12MM
THICKN
ESS ARE TO BE SEALED
WIT
H PR
EFORM
ED JO
INT FILLER
AN
D SEA
LING
CO
MPO
UND AS PER IS: 5256-92.
8.
-IN-
7.C
AS
T
CO
NS
TR
UC
TIO
N / E
XP
AN
SIO
N JO
INTS
.
4.6.
-1993.:3873
1993 & IS
9451-1994.
PA
VE
R F
INIS
HIN
G S
HA
LL BE
US
ED
TH
ICK
NE
SS
AS
PE
R IS
3873.
3.
CA
NA
L
NO
TE:
1.2.
ALL D
IME
NS
ION
S
-
1
22.
CLA
US
E 5.2 O
F IS : 9451-1994, TH
IS TR
EA
TME
NT IS IN
EVITABLE IF EXPANSIVE
SA
ND
WIC
HE
D B
ETW
EE
N TH
E S
OILS
AN
D TH
E SAND
CU
SHIO
N AS PER
D
EP
EN
DIN
G O
N TH
E S
WE
LLING
PR
ES
SU
RE
OF EXPAN
SIVE SOILS TO
BE
IF THE
SU
B-G
RA
DE
OF S
OILS
ME
T WITH
UN
DE
R TH
E LININ
G AR
E OF B.C
. SOILS
OR
OF O
THE
R S
WE
LLING
SO
ILS, C
NS
MA
TER
IALS OF R
EQU
IRED
THIC
KNESS
SO
ILS A
RE
ME
T WITH
DU
RIN
G EXEC
UTIO
N.
2
F.S
.D =
D
BE
D A
ND
SID
E S
LOP
ES
OF C
AN
AL S
HA
LL BE
MA
DE
TO R
EQ
UIR
ED
STA
ND
AR
DS
BE
FO
RE
LAYIN
G O
F LININ
G.
5.
BEFO
RE SEA
LING
CO
MPO
UN
D IS PO
URED
INTO
TH
E JOIN
TS. THE G
ROO
VE SIDES SH
OULD
AN
D T
RAN
SVER
SELY A
T IN
TER
VALS N
OT M
ORE TH
AN 35000 C/C.
CU
RIN
G PER
IOD
IS OVER
. CO
NST
RU
CTIO
N JO
INT SH
ALL BE PRO
VIDED
LONGITU
DIN
ALLY
BE SPR
AYED
OR B
RU
SHED
WIT
H A
PRIM
ER A
ND TH
ESE SHO
ULD
BE TAKEN AFTER
TH
E GRO
OVES SH
ALL B
E TH
ORO
UGHLY CLEAN
ED O
F DUST
5000 C/C
MAXIM
UM
TRAN
SVER
SELY O
R LO
NG
ITU
DIN
ALLY AS PER SITE CONDITIO
NS.
3873-1993. TH
E CO
NTRACTIO
N JO
INTS M
AY B
E PROVID
ED AT IN
TERVALS OF ABO
UT
GRO
OVES [C
ON
TRACTIO
N JO
INTS] A
RE T
O B
E PRO
VIDED
AS PER CLAUSE 6.2.1 O
F IS:
10. WH
ERE LIN
ING
OPER
ATIO
NS A
RE C
ON
TIN
UO
US, LO
NGITU
DIN
AL AND TRAN
SVERSE
DE
TA
ILS O
F B
OTTO
M R
AILS
CN
S LA
YER
CA
NA
L BE
DC
I.S.C
.C.LIN
ING
PO
LYETH
YLEN
E
SH
EE
T75 th
. SA
ND
C
US
HIO
N
G.I P
IPE
BO
TTO
M P
OR
OU
S C
ON
CR
ETE
SLE
EP
ER
CA
ST
INS
ITU
ON
EITH
ER
SID
ES
OF C
AN
AL
BE
D G
I PIP
E R
ES
TE
D O
VER
RA
ILS.
CNS LAYER
CI.S.C.C.LINING
SIDE SLO
PE
33
INN
ER
SLO
PE
OT
1 = T2
2:1
1.5 : 1
1:1
33.69°
26.57°
45.00°
D Tan
(26.57/2)
(33.69/2)
(45.00/2)
D Tan
D Tan
PO
LYETH
YLEN
E
SH
EE
T 75 th.S
AN
D C
US
HIO
N
WH
ER
E D
= F
SD
IN TH
E C
AN
AL
SO
FFIT 50M
M
TH
ICK
IN C
C M
15
GU
IDE
WA
LL
GU
IDE
WA
LL
75 th.S
AN
D C
US
HIO
NP
OLYE
THYLE
NE
FILM
AB
OVE
SA
ND
CU
SH
ION
1500
6000
1500
75MM
THIC
K S
AN
D C
US
HIO
NC
NS
LAYE
RC
ON
TRA
CTIO
N JO
INT
AT 5M
INTE
RVA
LS
SLE
EP
ER
AT
THE
TOE
OF C
AN
AL B
ED
G.I P
IPE
S50M
M P
ER
FO
RA
TED
LON
GITU
DIN
AL S
LEE
PE
R
CO
NT
RA
CTIO
N JO
INT
3000
3000
SLOPE 1.5:1
NO
T M
OR
E
TH
AN
5000
3000
SLOPE 1.5:1
NOT MORE THAN 5000
3000
BE
D P
AN
EL S
IZE
NO
T M
OR
E TH
AN
5000 x 5000
NOT MORE THAN 5000
NO
T M
OR
E
TH
AN
5000
PO
RO
US
CO
NC
RE
TE
SLE
EP
ER
CO
NS
TRU
CTIO
N JO
INT
200x150 C.C
BE
D S
LEE
PE
R SLO
PE
PO
RO
US
C
ON
CR
ET
E S
LEE
PE
R
6000
CO
NS
TRU
CTIO
N JO
INT
200x150 C.C
BE
D S
LEE
PE
R
200200
AB
OVE
SA
ND
CU
SH
ION
PO
LYETH
YLEN
E FILM
LON
GITU
DIN
AL S
LEE
PE
RS
P.V
IJAY
A K
UM
AR
A.E.E.
A.S
.N.R
ED
DY
D.E.E.
MD
.TAY
AB
SH
AR
EEF E.E-C1
M.V
.RA
MA
RA
O S.E.(B
&C
'S)
I.S.N
.RA
JU C
.E./C.D
.O.
CE/C
DO
/EE/C1/N
SP/LIN
ING
/63/2006
NA
GA
RJU
NA
SA
GA
R PR
OJE
CT
IMP
RO
VEM
EN
T PR
OJE
CT (A
PWS
IP)
GO
VE
RN
ME
NT O
F AN
DH
RA
PRA
DE
SH
IRR
IGA
TION
& C
AD
DE
PAR
TME
NT
AN
DH
RA
PRA
DE
SH
WA
TER
SE
CTO
R
RE
HA
BILITA
TION
& M
OD
ER
NIS
ATIO
N O
F
G R
O U
PTAH
AL
Drg
.No.
associates
aarvee
Con
sultan
ts
FO
R 100 T
HIC
K LIN
ING
(SC
ALE
1:25)F
OR
100 TH
ICK
LININ
G
FO
R 100 T
HIC
K LIN
ING
30000
3000
CO
NS
TRU
CTIO
N
JOIN
T
6000 C/C
6000 C/C
50 MM
PE
RFO
RA
TED
G.I.P
IPE
S
OF C
AN
AL B
ED
SLE
EP
ER
AT
THE
TOE
6000 C/C
6000 C/C
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