BRIDGE No : 151/1
Total length of the bridge 3500
24 7.8 = 15. 6 m = 3.50 m = 10.25 m 10.25 m = 93.96 m = . m = . m = 0.500 m = 0.70 m Y
300
97.378
Length of approach slab idth of the ab!tment = idth of the ab!tment fo!ndation = Le'el of (oc" o carr age )a* o a ec ) idth of footpath +epth of s!perstr!ct!re ,!adrant stone pitching -/
300
96.&60
100 th" #$$ %15
720
500 th". ret!rn )all
0.79
'g. .L 9&.606 93.106
m
0.6
93.&56 1.127 m
92.606 3000
6A.01
720
2200
Earthwork in excavation for foundation for structures in all types of soil excluding rock :
b!tment
=
#ier
6.52 4 0.6&6 4 10.85 10.85 4 2 = &.35 4 1.5 4 10.10
= Total
6A.02
65.9025
=
191.569336
4 1.1
&3.935
4 1.1
&.35 4 1.0 4 10.10
157.301 m3 158 m3
210.73 m3 &8.33 =
259.05 m3
=
0.000 m3 0.00 m3
#roviding and laying in position coarse sand !elow foundation including copaction in layers :
b!tment
=
L
m3
= L
0.000 m3
Total
6A.0$
m3 4 1.1 = =
157.301
Ditto as ite 6A.01 a!ove !ut in soft disintegrated rock :
6.52 4 1.35& 4 10.85 4 2
6A.0"
91.399 m3
=
%ack filling !ehind a!utents& wing walls& return w alls :
1.996 0.5 4 1.996 4 3.&57 4 10.25 4 2 = 70.72676 m3
70.73 m3 71.00 m3
4 1.1 = =
6A.0'
30o
3.&57
(ilter edia !ehind a!utent& retaining wall and return wall :
3.&57 4 2 = rea = =
6.05 4 7.73 4 pi- pi- /& 36.730 m2
6.91&
7.730 3.&57
3.&57 4 1.5 = 5.186
6.91& a ,!adrant =
36.73 4 0.3 4 0
b ac"
2 4 0.6 4 10.25 4 3.&57
=
0.000 m3
= =
&2.521 m3
Total =
&2.521 m3
&2.52 m3
=
43.00 m3
6A.0)
*tructural ceent concrete for #lain+ #lain+ ,einforced -oncrete -oncrete in open foundation :
RCC M35 : b!tment
=
#ier
--0.725.92 4 0.5 4 0.35 5.92 5.92 4 0.5 4 10.25 4 2 = -- -0.753.75/2 4 0.&5 4 -9.5 8.0/2 -3.75 4 0.3 4 9.5
=
8&.50 m3
=
19.55 10&.05 m3
Total =
=
6A.1
10&.0&8 m3 105.00 m3
*tructural ceent concrete for #lain+ ,einforced -oncrete -oncrete in su!structure& pier& pier& piercap a!utent& a!utentcap& retaining retaining wall & return wall& staircase& etc.
RCC M35 in abum!n:-
+irt all
=
0.853 4 10.25 4 0.3 4 2
=
5.2&6 m3
b!tment
=
0.5 4 -0.72 0.72 4 3.00& 4 10.25 4 2
=
&&.339 m3
cantile'er ret!rn =
-0.61.13/2 4 0.& 4 3.5 4 &
=
1.36 m3
f!ll ret!rn )all
3 4 3.922 4 0.5 4 &
=
23.532 m3
=
RCC M35 in "i!#:#ier
= -7 - 7.25 4 2.653 4 0.75 -22/7 4 0.75 4 0.75 4 0.25 4 2.653
10.75& m3
#ier $ap
= --8.010.25/2 4 0.75 4 0.82 --10.25 4 -0.806 0.5/2 4 0.82
11.100 m3
T:TL
96.335 m3 =
=
= 6A.1/
*tructural ceent concrete for ,einforced ,einforced -oncrete in superstructure superstructure :
RCC M35 $o%i& $%ab :7.8 4 2 4 0.7 4 10.25
111.93 m3
=
112.00 m3
= 6A.22
#roviding fixing in position *D reinforceent !ars
a b c d e
;o!ndation
105 4 85 97 4 135 112 4 120 21.525 4 80 & 4 50
"g. "g. "g. "g. "g.
= = = = = T:TL = $a' :
6A.2/
=
3.390 m3
=
4.000 m3
#roviding and laying over the top of deck sla! '0 thick asphaltic concrete:
-15.6 0.02 4 3 0.3 4 2 3.5 4 2 4 0.05 4 8.75 6A.26
T T T T T T (
#roviding and laying in position controlled ,-- 34"0 in ker!s over !ridge excluding cost of reinforceent
0.3 4 0.5 4 22.6
6A.2'
8.925 13.095 13.&&0 1.722 0.2 37.382 38.00
=
10.176 m3
#roviding and laying a layer of 1' thick astic asphalt over asphaltic concrete:
-15.6 0.02 4 3 0.3 4 2 3.5 4 2 4 8.75
=
6A."'
Drainage spouts coplete as per 35* drawing 7o. *D+20' :
6A."6
#roviding and fixing 1'0 dia #8- downtake and runner pipe :
6A."2
#roviding and fixing in position true to line and level : a9 tar paper !earings
0.&2 4 10.25 4 &
=
16.&00 m2
203.525 m2 4 No). 5.* m
m3 97.00 m3
6A."$
#roviding laying %uried type Expansion oint :.
3 4 10.25 6A."0
=
30.75 (m
,einforced ceent concrete railing with 3 "0 grade concrete:
-15.6 0.02 4 3 0.3 4 2 3.5 4 2 4 1.0 6A.2
21.53 m3
=
,einforced ceent concrete 34"0 grade concrete crash !arrier including reinforceent :
-15.6 0.02 4 3 0.3 4 2 3.5 4 2 4 2.0 6A.0 6A.0/
0.000 (m
*tructural concrete grade 3 "0 in ,einforced -eent -oncrete in approach sla!s excluding reinforceent :
10.25 4 3.5 4 0.3 4 2 6A.2)
=
=
&6.520 (m
#lain ceent concrete 3 1' leveling course !elow foundation of !ridges& pile caps& retaining walls& !elow approach sla!s for !ridges :
elo) b!tment elo) #ier
6.22 4 10.55 4 0.1 4 2 &.05 4 9.8 4 0.1
= =
12.751 m3 3.969 m3
elo) approach
10.25 4 3.5 4 0.1 4 2
=
;loor #rotection
29.741&.0140.&5
=
7.175 m3 187.2& m3 211.139 m3
Total
4 1.1 = =
6A."1
#roviding weep holes in retaining wall& a!utent and retaining+return walls :
b!tment
=
15 4 2 4 2
=
60 os.
Total 6A.06
211.139 m3 212.00 m3
*0 os.
#roviding and laying in position hand packed !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
m3
= L 36.73 4 0.3 4 2
22.0& m3
= Total
22.0&
m3 4 1.3 = =
28.650 m3 29.00 m3 300
6A."
#lain ceent concrete in 320 grade in toe wall at the end of the stone pitching :
800 Length of toe )all re!ired at each side
=
29.257 m
rea of toe )all section
=
0.5& m2
=
62.&1 m3
=
95.00 m3
300 1000 ed #rotection
= 29.741&.0140.15
>ol!me of concrete re!ired
6A."/
#roviding 1'0 thick coarse sand !elow !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
m3
= L 36.73 4 0.6 4 2
= Total
11.02 m3 11.02
m3 4 1.3 =
1&.325 m3
=
15.00 m3
BRIDGE No : 153/2 Total length of the bridge 3500
24 5.35 = 10.7 m = 3.50 m = 10.25 m 10.25 m = 86.73& m = . m = . m = 0.500 m = 0.&5 m Y
300
91.950
Length of approach slab idth of the ab!tment idth of the ab!tment fo!ndation Le'el of (oc" o carr age )a* o a ec ) idth of footpath +epth of s!perstr!ct!re ,!adrant stone pitching -/
300
91.282
100 th" #$$ %15
720
500 th". ret!rn )all
=
0.96
'g. .L 89.23& 87.23&
m
0.6
87.&8& 1.238 m
86.73& 2750
6A.01
720
1750
Earthwork in excavation for foundation for structures in all types of soil excluding rock :
b!tment
=
#ier
5.82 4 2.5 4 10.85 4 2 = 3.35 4 2.5 4 10.10
=
315.735 m3
=
8&.5875
Total
6A.02
=
0
0 m3
4 1.1 =
0.00 m3
=
0.000 m3 0.00 m3
#roviding and laying in position coarse sand !elow foundation including copaction in layers :
b!tment
=
L
m3
= L Total
6A.0$
&00.323 m3 401 m3
Ditto as ite 6A.01 a!ove !ut in soft disintegrated rock :
5.82 4 0 4 10.85 4 2
6A.0"
m3 4 1.1 = =
&00.323
0.000 m3
%ack filling !ehind a!utents& wing walls& return w alls :
2.310 0.5 4 2.31 4 &.001 4 10.25 4 2 =
6A.0'
9&. 7336775 m3
4 1.1 = =
9&.73 m3 95.00 m3
30o
&.001
(ilter edia !ehind a!utent& retaining wall and return wall :
&.001 4 2 = rea = =
7.002 4 8.9&7 4 pi- /& &9.203 m2
8.002
8.9&7 &.001
&.001 4 1.5 = 6.002
8.002 a ,!adrant =
&9.203 4 0.3 4 0
b ac"
2 4 0.6 4 10.25 4 &.001
=
0.000 m3
= =
&9.212 m3
Total =
&9.212 m3 =
&9.21 m3 50.00 m3
6A.0)
*tructural ceent concrete for #lain+ ,einforced -oncrete in open foundation :
RCC M35 : b!tment
=
#ier
--0.725.22 4 0.5 4 0.25 5.22 4 0.5 4 10.25 4 2 = --0.752.75/2 4 0.3 4 -9.5 8.0/2 -2.75 4 0.3 4 9.5
=
68.73 m3
=
12.&3 81.16 m3
Total =
81.158 m3 82.00 m3
=
6A.1
*tructural ceent concrete for #lain+ ,einforced -oncrete in su!structure& pier& piercap a!utent& a!utentcap& retaining wall & return wall& staircase& etc.
RCC M35 in abum!n:-
+irt all
=
0.603 4 10.25 4 0.3 4 2
=
3.71 m3
b!tment
=
0.5 4 -0.72 0.72 4 3.798 4 10.25 4 2
=
56.06 m3
cantile'er ret!rn =
-0.61.2&/2 4 0.& 4 3.5 4 &
=
1.76 m3
f!ll ret!rn )all
2.75 4 &.&66 4 0.5 4 &
=
2&.56 m3
=
RCC M35 in "i!#:#ier
= -7.25 4 2.851 4 0.75 -22/7 4 0.75 4 0.75 4 0.25 4 2.851
15.72 m3
#ier $ap
= --8.010.25/2 4 0.75 4 0.82 --10.25 4 -0.806 0.5/2 4 0.82
11.10 m3
T:TL
112.91 m3 =
=
= 6A.1/
*tructural ceent concrete for ,einforced -oncrete in superstructure :
RCC M35 $o%i& $%ab :5.35 4 2 4 0.&5 4 10.25
&9.35375 m3
=
50.00 m3
= 6A.22
#roviding fixing in position *D reinforceent !ars
a b c d e
;o!ndation
82 4 85 113 4 135 50 4 120 21.525 4 80 3 4 50
"g. "g. "g. "g. "g.
= = = = = T:TL = $a' :
6A.2/
=
2.655 m3
=
3.000 m3
#roviding and laying over the top of deck sla! '0 thick asphaltic concrete:
-10.7 0.02 4 3 0.3 4 2 3.5 4 2 4 0.05 4 8.75 6A.26
T T T T T T (
#roviding and laying in position controlled ,-- 34"0 in ker!s over !ridge excluding cost of reinforceent
0.3 4 0.5 4 17.7
6A.2'
6.970 15.255 6.000 1.722 0.15 30.097 31.00
=
8.033 m3
#roviding and laying a layer of 1' thick astic asphalt over asphaltic concrete:
-10.7 0.02 4 3 0.3 4 2 3.5 4 2 4 8.75
=
6A."'
Drainage spouts coplete as per 35* drawing 7o. *D+20' :
6A."6
#roviding and fixing 1'0 dia #8- downtake and runner pipe :
6A."2
#roviding and fixing in position true to line and level : a9 tar paper !earings
0.&2 4 10.25 4 &
=
16.&00 m2
160.650 m2 4 No). 5.* m
m3 113.00 m3
6A."$
#roviding laying %uried type Expansion oint :.
3 4 10.25 6A."0
=
30.75 (m
,einforced ceent concrete railing with 3 "0 grade concrete:
-10.7 0.02 4 3 0.3 4 2 3.5 4 2 4 1.0 6A.2
21.53 m3
=
,einforced ceent concrete 34"0 grade concrete crash !arrier including reinforceent :
-10.7 0.02 4 3 0.3 4 2 3.5 4 2 4 2.0 6A.0 6A.0/
0.000 (m
*tructural concrete grade 3 "0 in ,einforced -eent -oncrete in approach sla!s excluding reinforceent :
10.25 4 3.5 4 0.3 4 2 6A.2)
=
=
36.720 (m
#lain ceent concrete 3 1' leveling course !elow foundation of !ridges& pile caps& retaining walls& !elow approach sla!s for !ridges :
elo) b!tment elo) #ier
5.52 4 10.55 4 0.1 4 2 3.05 4 9.8 4 0.1
= =
11.316 m3 2.989 m3
elo) approach
10.25 4 3.5 4 0.1 4 2
=
;loor #rotection
3&.025 4 9.95 4 0.&5
=
7.175 m3 152.35 m3 173.827 m3
Total
4 1.1 = =
6A."1
#roviding weep holes in retaining wall& a!utent and retaining+return walls :
b!tment
=
1& 4 2 4 2
=
56 os.
Total 6A.06
173.827 m3 174.00 m3
5* os.
#roviding and laying in position hand packed !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
m3
= L &9.203 4 0.3 4 2
29.52 m3
= Total
m3 4 1.3 =
29.52
=
38.378 m3 39.00 m3 750
6A."
#lain ceent concrete in 320 grade in toe wall at the end of the stone pitching !ed protection:
&100 Length of toe )all re!ired at each side
=
&2.&97 m
rea of toe )all section
=
3.75 m2
>ol!me of concrete re!ired for Toe all
=
319.00 m3
ed #rotection
=
50.78 m3
=
3*9.78 m3
&50 1500
= 3&.025 4 9.95 4 0.15
Total >ol!me of $oncrete
6A."/
#roviding 1'0 thick coarse sand !elow !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
m3
= L &9.203 4 0.3 4 2
= Total
1&.76 m3 1&.76
m3 4 1.3 =
19.189 m3
=
20.00 m3
BRIDGE No : 155/1 Total length of th 3500
300
90.911
Length of approa idth of the ab! idth of the ab! Le'el of (oc" o carr age ota ec ) t idth of footpath +epth of s!perst ,!adrant stone
300
89.993
100 th" #$$ %15
720
500 th". ret!rn )all
'g. .L 87.500 85.6&2
86.192 85.1&2 3550
6A.01
720
1900
Earthwork in excavation for foundation for structures in all types of soil excluding roc
b!tment
=
#ier
6.77 4 0.78 4 10.85 4 2 = &.85 4 0.78 4 10.10
=
11&.589
=
38.2083
Total ;or & Lane
152.80
Ditto as ite 6A.01 a!ove !ut in soft disintegrated rock :
6.77 4 1.578 4 10.85 4 2
=
&.85 4 2.0 4 10.10
231.822&02 97.97 Total ;or & Lane
6A.0"
#roviding and laying in position coarse sand !elow foundation including copaction in
b!tment
=
L
= L
Total
6A.0$
0.000
%ack filling !ehind a!utents& wing walls& return walls :
0.5 4 2.&56 4 &.25& 4 10.25 4 2 Total
=
107.09 m3
4 1.1 =
107.09
=
214.18
;or & Lane
6A.0'
(ilter edia !ehind a!utent& retaining wall and return wall :
rea =
7.&&&5 4 9.512 4 pi- /& = 55.616 m2
9.512 &.25&
8.508 a ,!adrant =
55.616 4 0.3 4 0
b ac"
2 4 0.6 4 10.25 4 &.25&
=
=
0.000 =
52.32&
Total =
52.32&
;or & Lane
*tructural ceent concrete for #lain+ ,einforced -oncrete in open foundation :
RCC M35 : b!tment
=
#ier
6A.1
--0.726.17 4 0.5 4 0.55 6.17 4 0.5 4 10.25 4 2 = --0.75&.25/2 4 0.55 4 -9.5 8.0/2 -&.25 4 0.3 4 9.5
*tructural ceent concrete for #lain+ ,einforced -oncrete in su!structure& pier& pierca a!utent& a!utentcap& retaining wall & return wall& staircase& etc.
RCC M35 in abum!n:-
+irt all
=
0.853 4 10.25 4 0.3 4 2
b!tment
=
0.5 4 -0.72 0.72 4 3.801 4 10.25 4 2
cantile'er ret!rn =
-0.61.76/2 4 0.& 4 3.5 4 &
f!ll ret!rn )all
3.55 4 &.719 4 0.5 4 &
=
RCC M35 in "i!#:#ier
= -7.25 4 3.326 4 0.75 -22/7 4 0.75 4 0.75 4 0.25 4 3.326
#ier $ap
= --8.010.25/2 4 0.75 4 0.82 --10.25 4 -0.806 0.5/2 4
;or & Lane
*tructural ceent concrete for ,einforced -oncrete in superstructure :
RCC M35 $o%i& $%ab :8 4 2 4 0.7 4 10.25
=
11&.8
;or & Lane
#roviding fixing in position *D reinforceent !ars
a b c d e
;o!ndation
252.&5725 4 25& 4 135 230 4 120 21.525 4 80 8 4 50
"g. "g. "g. "g. "g.
= = = = =
T:TL = ;or & Lane
#roviding and laying in position controlled ,-- 34"0 in ker!s over !ridge excluding c
0.3 4 0.5 4 23
= =
;or & Lane
#roviding and laying over the top of deck sla! '0 thick asphaltic concrete:
-16 0.02 4 3 0.3 4 2 3.5 4 2 4 0.05 4 8.75 ;or & Lane
#roviding and laying a layer of 1' thick astic asphalt over asphaltic concrete:
-16 0.02 4 3 0.3 4 2 3.5 4 2 4 8.75 ;or & Lane
= =
= =
207.03 &1&.00
Drainage spouts coplete as per 35* drawing 7o. *D+20' :
;or & Lane
=
6A."6
#roviding and fixing 1'0 dia #8- downtake and runner pipe :
;or & Lane
#roviding and fixing in position true to line and level : a9 tar paper !earings
0.&2 4 10.25 4 & ;or & Lane
16.&00 m2 33.00 m2
= =
#roviding laying %uried type Expansion oint :.
3 4 10.25 ;or & Lane
= =
30.75 (m 62.00 (m
,einforced ceent concrete railing with 3 "0 grade concrete:
-16 0.02 4 3 0.3 4 2 3.5 4 2 4 1.0 6A.2
=
21.53 m3 &3.00 m3
= =
,einforced ceent concrete 34"0 grade concrete crash !arrier including reinforceen
-16 0.02 4 3 0.3 4 2 3.5 4 2 4 2.0 ;or & Lane
0.000
*tructural concrete grade 3 "0 in ,einforced -eent -oncrete in approach sla!s excluding reinforceent :
10.25 4 3.5 4 0.3 4 2 ;or & Lane
=
= =
&7.320 95.00
#lain ceent concrete 3 1' leveling course !elow foundation of !ridges& pile caps& retaining walls& !elow approach sla!s for !ridges :
elo) b!tment elo) #ier elo) approach
6.&7 4 10.55 4 0.1 4 2 &.55 4 9.8 4 0.1 10.25 4 3.5 4 0.1 4 2
= = =
13.26& &.&59 7.175
;loor #rotection
30.841&.8340.&5
=
205.5&
Total
230.&&1 ;or & Lane
6A."1
#roviding weep holes in retaining wall& a!utent and retaining+return walls :
b!tment
=
16 4 2 4 2 ;or & Lane
6A.06
=
6& os. 128 os.
#roviding and laying in position hand packed !oulder pitching on slopes of e!anke
in front of a!utents and in launching apron:
;ront ac"
= L 55.616 4 0.3 4 2
=
33.37
Total ;or & Lane
#lain ceent concrete in 320 grade in toe wall at the end of the stone pitching !ed p
Length of toe )all re!ired at each side
=
rea of toe )all section
=
>ol!me of concrete re!ired for Toe all
=
ed #rotection
=
= 3241&.8340.15
Total >ol!me of $oncrete
= ;or & Lane
6A."/
33.37
=
#roviding 1'0 thick coarse sand !elow !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L 55.616 4 0.3 4 2
= Total ;or & Lane
16.68 16.68
bridge ch slab ment ment fo!ndation
)a*
!ct!re itching -/
=
24 8.00 = 16 m = 3.50 m = 10.25 m 10.25 m = 86.72 m = . m = . m = 0.500 m = 0.70 m Y 1.7&
m
0.6
1.757 m
:
m3
3&.2693
m3 4 1.1 = =
152.797 m3 30* m3
4 1.1
255.00&6&2 m3
4 1.1
107.767 3*2.77 m3 725.54 m3
= = layers :
m3
m3
0.000 m3 0.00 m3
=
2.&56
m3 m3
30o
&.25& 4 2 =
&.25&
8.508
&.25& 4 1.5 = 6.381
m3 m3 m3 =
52.32 m3 104.*5 m3
=
102.08 m3
=
2&.1&
Total = 126.23 m3 ;or & Lane
p
=
5.2&6 m3
=
56.103 m3
=
126.229 m3 252.4* m3
=
&.09233 m3
=
33.50&9 m3
16.027 m3
T:TL
11.100 m3
.82
126.07& m3 = =
=
t!re
m3 230.00 m3
=
21.&59 3&.290 27.600 1.722 0.& 85.&71 172.00
T T T T T T (
ost of reinforceent
3.&5 m3 8.00 m3
10.35 m3 21.00 m3
m2 m2 4 No). 8 No).
m3 254.00 m3
5.* m 11.2 m
(m
:
(m (m
m3 m3 m3 m3
m3
t!re
t&
4 1.1 =
230.&&1 m3
=
4*2.00 m3
m3 m3 m3 4 1.3 = =
&3.380 m3 88.00 m3 300
otection:
800 &3.888 m 300 0.5& m2 1000 3
&8.00 m
71.18 m3 1*3.*1 m3 327 m3
m3 m3 m3 4 1.3 =
21.690 m3
=
44.00 m3
BRIDGE No : 1*4/1 Total length of th 3500
300
88.530
Length of approa idth of the ab! idth of the ab! Le'el of (oc" o carr age ota ec ) t idth of footpath +epth of s!perst ,!adrant stone
300
87.612
100 th" #$$ %15
720
500 th". ret!rn )all
'g. .L 85.055 83.555
83.805 83.055 3500
6A.01
720
2200
Earthwork in excavation for foundation for structures in all types of soil excluding roc
b!tment
=
7.02 4 0.155 4 10.85 4 2
=
Total ;or & Lane
23.612
23.61
Ditto as ite 6A.01 a!ove !ut in soft disintegrated rock :
7.02 4 2.155 4 10.85 4 2
=
328.27977 Total ;or & Lane
6A.0"
#roviding and laying in position coarse sand !elow foundation including copaction in
b!tment
=
L
= L Total
0.000
6A.0$
%ack filling !ehind a!utents& wing walls& return walls :
0.5 4 2.&6 4 &.26 4 10.25 4 2 Total
6A.0'
=
107.&2 m3 ;or & Lane
4 1.1 = =
107.&2 214.83
(ilter edia !ehind a!utent& retaining wall and return wall :
rea =
7.&55 4 9.526 4 pi- /& = 55.776 m2
9.526 &.260
8.52 a ,!adrant =
55.776 4 0.3 4 0
b ac"
2 4 0.6 4 10.25 4 &.26
=
=
0.000 =
Total =
81.536 81.536
;or & Lane
*tructural ceent concrete for #lain+ ,einforced -oncrete in open foundation :
RCC M35 : b!tment
6A.1
=
--0.726.&2 4 0.5 4 0.25 6.&2 4 0.5 4 10.25 4 2
*tructural ceent concrete for #lain+ ,einforced -oncrete in su!structure& pier& pierca a!utent& a!utentcap& retaining wall & return wall& staircase& etc.
RCC M35 in abum!n:-
+irt all
=
0.853 4 10.25 4 0.3 4 2
b!tment
=
0.5 4 -0.72 0.72 4 3.807 4 10.25 4 2
cantile'er ret!rn =
-0.61.5/2 4 0.& 4 3.5 4 &
f!ll ret!rn )all
3.5 4 &.725 4 0.5 4 &
=
;or & Lane
*tructural ceent concrete for ,einforced -oncrete in superstructure :
RCC M35 $o%i& $%ab :8.&2 4 1 4 0.7 4 10.25
=
60.&135
;or & Lane
#roviding fixing in position *D reinforceent !ars
a b c d e
;o!ndation
168.2025 4 8 "g. 196 4 135 "g. 122 4 120 "g. 21.525 4 80 "g. 6 4 50 "g.
= = = = =
T:TL = ;or & Lane
#roviding and laying in position controlled ,-- 34"0 in ker!s over !ridge excluding c
0.3 4 0.5 4 15.&2
=
;or & Lane
=
#roviding and laying over the top of deck sla! '0 thick asphaltic concrete:
-8.&2 0.02 4 2 0.3 4 2 3.5 4 2 4 0.05 4 8.75 ;or & Lane
#roviding and laying a layer of 1' thick astic asphalt over asphaltic concrete:
-8.&2 0.02 4 2 0.3 4 2 3.5 4 2 4 8.75 ;or & Lane
= =
=
#roviding and fixing 1'0 dia #8- downtake and runner pipe :
;or & Lane
1&0.53 281.00
Drainage spouts coplete as per 35* drawing 7o. *D+20' :
;or & Lane
= =
=
#roviding and fixing in position true to line and level : a9 tar paper !earings
0.&2 4 10.25 4 2 ;or & Lane
= =
8.200 m2 16.00 m2
6A."$
#roviding laying %uried type Expansion oint :.
2 4 10.25 ;or & Lane
= =
20.50 (m &1.00 (m
,einforced ceent concrete railing with 3 "0 grade concrete:
-8.&2 0.02 4 2 0.3 4 2 3.5 4 2 4 1.0 6A.2
21.53 m3 &3.00 m3
= =
,einforced ceent concrete 34"0 grade concrete crash !arrier including reinforceen
-8.&2 0.02 4 2 0.3 4 2 3.5 4 2 4 2.0 ;or & Lane
= =
6.72 4 10.55 4 0.1 4 2 10.25 4 3.5 4 0.1 4 2 30.841&.8340.&5
= = = Total
13.776 7.175 105.06 126.010 ;or & Lane
#roviding weep holes in retaining wall& a!utent and retaining+return walls :
b!tment
=
16 4 2 4 2
=
6& os.
;or & Lane
32.120 6&.00
#lain ceent concrete 3 1' leveling course !elow foundation of !ridges& pile caps& retaining walls& !elow approach sla!s for !ridges :
elo) b!tment elo) approach ;loor #rotection
6A."1
0.000
*tructural concrete grade 3 "0 in ,einforced -eent -oncrete in approach sla!s excluding reinforceent :
10.25 4 3.5 4 0.3 4 2 ;or & Lane
=
128 os.
#roviding and laying in position hand packed !oulder pitching on slopes of e!anke in front of a!utents and in launching apron:
;ront ac"
= L 55.776 4 0.3 4 2
= Total
33.&7 33.&7
;or & Lane
#lain ceent concrete in 320 grade in toe wall at the end of the stone pitching !ed p
Length of toe )all re!ired at each side
=
rea of toe )all section
=
>ol!me of concrete re!ired for Toe all
=
ed #rotection
=
= 3247.5840.15
Total >ol!me of $oncrete
= ;or & Lane
6A."/
=
#roviding 1'0 thick coarse sand !elow !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L 55.776 4 0.3 4 2
= Total ;or & Lane
16.73 16.73
bridge ch slab ment ment fo!ndation
)a*
!ct!re itching -/
=
14 8.&2 = 8.&2 m = 3.50 m = 10.25 m 10.25 m = 85.21 m = . m = . m = 0.500 m = 0.70 m Y 1.35
m
0.6
1.&97 m
:
m3
6.809925
m3 4 1.1 = =
23.612 m3 0 m3
361.1077&7 m3
4 1.1 = =
3*1.11 m3 722.22 m3
=
0.000 m3 0.00 m3
layers :
m3 m3
2.&60 $?@ 30 +@(@@ T: (+<
T?@ ##L T
m3 m3
30o
&.26 4 2 =
&.260
8.52 8.52 &.26 4 1.5 = 6.39
&.26 9.526
6.39 m3 m3 m3
81.5& m3 =
1*3.07 m3
=
8&.10 m3
Total = ;or & Lane
8&.10 m3 =
p
=
5.2&6 m3
=
56.191 m3
=
2.82002 m3
=
33.075 m3
8&.101 m3 1*8.20 m3
T:TL
97.332 m3 = =
=
t!re
m3 122.00 m3
=
1&.297 26.&60 1&.6&0 1.722 0.3 57.&19 11*.00
T T T T T T (
ost of reinforceent
2.31 m3 *.00 m3
7.03 m3 1&.00 m3
m2 m2 2 No). 4 No). 2.8 m 5.* m
m3 19*.00 m3
(m
:
(m (m
m3 m3 m3 m3 t!re
4 1.1 = =
126.010 m3 254.00 m3
t&
m3 m3 m3 4 1.3 =
&3.505 m3
=
88.00 m3 300
otection:
800
&3.921 m 300 2
0.5& m
1000 3
&8.00 m
36.38 m3 48.00 m3 9* m3
m3 m3 m3 4 1.3 =
21.753 m3
=
44.00 m3
BRIDGE No : 1*8/1 Total length of the bridge 3500
24 7.& = 1&.8 m = =
300 93.38&
Length of approach slab idth of the ab!tment idth of the ab!tment fo!ndation Le'el of (oc" idth of carriage )a* Total dec" )idth idth of footpath +epth of s!perstr!ct!re ,!adrant stone pitching -/
300 100 th" #$$ %15
92.516
720 500 th". ret!rn )all
3.50 m 10.25 m 10.25 m 89.31 m 8.75 m 10.25 m 0.500 m 0.65 m
= = = = = = Y 1.97 m
'g. .L 89.358 87.810
0.6
88.160 1.91&m 87.310 3700
6A.01
720
2200
Earthwork in excavation for foundation for structures in all types of soil excluding rock :
b!tment
=
7.22 4 0.0&8 4 10.85 4
#ier
=
7.520 m3
=
&8.99
= &.85 4 1.0 4 10.10 Total
6A.02
m3 4 1.1 =
56.505 m3
=
57 m3
Ditto as ite 6A.01 a!ove !ut in soft disintegrated rock :
b!tment 7.22 4 2 4 10.85 4 2 #ier
56.505
=
313.35
4 1.1
3&&.68 m3
97.97
4 1.1
107.77
&.85 4 2.0 4 10.10
= 6A.0"
452.45 m3
#roviding and laying in position coarse sand !elow foundation including copaction in layers :
b!tment
=
L
m3
= L
0.000 m3
Total
0.000 m3 0.00 m3
= 6A.0$
%ack filling !ehind a!utents& wing walls& return walls :
2.7&8 0.5 4 2.7&8 4 &.759 4 10.25 4 2 = 13&.0&68 m3
4 1.1 =
13&.05 m3
=
135.00 m3
&.759 o
30
6A.0'
(ilter edia !ehind a!utent& retaining wall and return wall :
&.759 4 2 = rea =
8.3285 4 10.6&1 4 pi- /& =
9.518
10.6&1
69.605 m2
&.759
&.759 4 1.5 = 7.139
9.518 a ,!adrant =
69.605 4 0.3 4 0
b ac"
2 4 0.6 4 10.25 4 &.759
=
0.000 m3
=
Total =
=
58.536 m3 58.536 m3
58.5& m3 =
59.00 m3
BRIDGE No : 1*8/1 6A.0)
*tructural ceent concrete for #lain+ ,einforced -oncrete in open foundation :
RCC M35 : b!tment
=
--0.726.62 4 0.5 4 0.35 6.62 4 0.5 4 10.25 4 2
#ier
= --0.75&.25/2 4 0.55 4 -9.5 8.0/2 -&.25 4 0.3 4 9.5
=
9&.19 m3
=
2&.1& 118.33 m3
Total =
118.331 m3 119.00 m3
=
6A.1
*tructural ceent concrete for #lain+ ,einforced -oncrete in su!structure& pier& piercap a!utent& a!utentcap& retaining wall & return wall& staircase& etc.
RCC M35 in abum!n:-
+irt all
=
0.803 4 10.25 4 0.3 4 2
=
&.938 m3
b!tment
=
0.5 4 -0.72 0.72 4 &.356 4 10.25 4 2
=
6&.295 m3
cantile'er ret!rn =
-0.61.91/2 4 0.& 4 3.5 4 &
=
&.96 m3
f!ll ret!rn )all
3.7 4 5.22& 4 0.5 4 &
=
38.6576 m3
=
RCC M35 in "i!#:#ier
= -7.25 4 3.259 4 0.75 -22/7 4 0.75 4 0.75 4 0.25 4 3.259
18.115 m3
#ier $ap
= --8.010.25/2 4 0.75 4 0.82 --10.25 4 -0.806 0.5/2 4 0.82
11.100 m3
T:TL
6A.1/
=
1&2.061 m3 =
m3
=
143.00 m3
*tructural ceent concrete for ,einforced -oncrete in superstructure :
RCC M35 $o%i& $%ab :7.& 4 2 4 0.65 4 10.25
98.605 m3
=
= 6A.22
#roviding fixing in position *D reinforceent !ars
a b c d e
;o!ndation
119 4 85 1&3 4 135 99 4 120 21.525 4 80 & 4 50
"g. "g. "g. "g. "g.
= = = = = T:TL = $a' :
6A.2/
#roviding and laying in position controlled ,-- 34"0 in ker!s over !ridge excluding cost of reinforceent
0.3 4 0.5 4 21.8
6A.2'
=
3.270 m3
=
4.000 m3
#roviding and laying over the top of deck sla! '0 thick asphaltic concrete:
-1&.8 0.02 4 3 0.3 4 2 3.5 4 2 4 0.05 4 8.75 6A.26
10.115 T 19.305 T 11.880 T 1.722 T 0.2 T &3.222 T 44.00 (
=
9.826 m3
#roviding and laying a layer of 1' thick astic asphalt over asphaltic concrete:
-1&.8 0.02 4 3 0.3 4 2 3.5 4 2 4 8.75
=
6A."'
Drainage spouts coplete as per 35* drawing 7o. *D+20' :
6A."6
#roviding and fixing 1'0 dia #8- downtake and runner pipe :
6A."2
#roviding and fixing in position true to line and level : a9 tar paper !earings
0.&2 4 10.25 4 &
=
196.525 m2 4 No). 5.* m
16.&00 m2
99.00 m3
BRIDGE No : 1*8/1 6A."$
#roviding laying %uried type Expansion oint :.
3 4 10.25 6A."0
=
30.75 (m
,einforced ceent concrete railing with 3 "0 grade concrete:
-1&.8 0.02 4 3 0.3 4 2 3.5 4 2 4 1.0 6A.2
=
*tructural concrete grade 3 "0 in ,einforced -eent -oncrete in approach sla!s excluding reinforceent :
10.25 4 3.5 4 0.3 4 2 6A.2)
21.53 m3
=
,einforced ceent concrete 34"0 gra de concrete crash !arrier including reinforceent :
-1&.8 0.02 4 3 0.3 4 2 3.5 4 2 4 2.0 6A.0 6A.0/
0.000 (m
=
&&.920 (m
#lain ceent concrete 3 1' leveling course !elow foundation of !ridges& pile caps& retaining walls& !elow approach sla!s for !ridges :
elo) b!tment elo) #ier
6.92 4 10.55 4 0.1 4 2 &.55 4 9.8 4 0.1
= =
1&.186 m3 &.&59 m3
elo) approach
10.25 4 3.5 4 0.1 4 2
=
7.175 m3
;loor #rotection
30.841&.8340.&5
=
197.06 m3 222.880 m3
Total
6A."1
222.880 m3
=
223.00 m3
#roviding weep holes in retaining wall& a!utent and retaining+return walls :
b!tment
=
16 4 3 4 2
=
96 os.
Total 6A.06
4 1.1 =
9* os.
#roviding and laying in position hand packed !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
m3
= L 69.605 4 0.3 4 2
&1.76 m3
= Total
&1.76 m3 4 1.3 =
5&.292 m3
=
55.00 m3 300
6A."
#lain ceent concrete in 320 grade in toe wall at the end of the stone pitching :
800 Length of toe )all re!ired at each side
=
36.&15 m
rea of toe )all section
=
0.5& m2
=
68.06 m3
=
108.00 m3
300 1000 ed #rotection
= 3&.35413.2140.15
>ol!me of concrete re!ired
6A."/
#roviding 1'0 thick coarse sand !elow !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L 69.605 4 0.6 4 2
= Total
m3 20.88 m3 20.88 m3 4 1.3 =
27.1&6 m3
=
28.00 m3
BRIDGE No : 183/2 Total length of the bridge 3500
300
88.118
Length of approach slab idth of the ab!tment idth of the ab!tment fo! Le'el of (oc" o carr age )a* ota ec ) t idth of footpath +epth of s!perstr!ct!re ,!adrant stone pitching -
300
87.200
100 th" #$$ %15
720
500 th". ret!rn )all
'g. .L 85.613 8&.113
0.6
8&.&63 83.613 2750
6A.01
720
2100
Earthwork in excavation for foundation for structures in all types of soil excluding rock
b!tment
=
6.17 4 2 4 10.85 4 2
= Total
267.778 m3 267.778
m3 4 1.1 = =
6A.02
Ditto as ite 6A.01 a!ove !ut in soft disintegrated rock :
= 6A.0"
#roviding and laying in position coarse sand !elow foundation including copaction in
b!tment
=
6.17 4 0.3 4 10.25 4 2
= Total
37.9&6 m3 37.9&6 m3 =
6A.0$
%ack filling !ehind a!utents& wing walls& return walls :
0.5 4 1.8&2 4 3.19 4 10.25 4 2 =
6A.0'
60.2288 m3
4 1.1 = =
60.23 m3 *1.00 m3
(ilter edia !ehind a!utent& retaining wall and return wall :
3.19 4 2 = rea = 5.5825 4 7.133 4 pi- /& = 31.275 m2
7.133 3.190
6.38 a ,!adrant =
31.275 4 0.3 4 &
b ac"
2 4 0.6 4 10.25 4 3.19
=
37.529 m3
= =
39.237 m3
Total =
76.766 m3 =
6A.0)
*tructural ceent concrete for #lain+ ,einforced -oncrete in open foundation :
RCC M35 : b!tment
=
--0.725.57 4 0.5 4 0.35 5.57 4 0.5 4 10.25 4
= Total =
6A.1
*tructural ceent concrete for #lain+ ,einforced -oncrete in su!structure& pier& piercap a!utent& a!utentcap& retaining wall & return wall& staircase& etc.
RCC M35 in abum!n:-
+irt all
=
0.853 4 10.25 4 0.3 4 2
=
b!tment
=
0.5 4 -0.72 0.72 4 2.737 4 10.25 4 2
=
cantile'er ret!rn =
-0.61.09/2 4 0.& 4 3.5 4 &
=
f!ll ret!rn )all
2.75 4 3.655 4 0.5 4 &
=
=
T:TL
=
6A.1/
*tructural ceent concrete for ,einforced -oncrete in superstructure :
RCC M35 $o%i& $%ab :8.& 4 1 4 0.7 4 10.25
60.27 m3
=
= 6A.22
#roviding fixing in position *D reinforceent !ars
a b c d e
;o!ndation
80 4 85 67 4 135 61 4 120 21.525 4 80 3 4 50
"g. "g. "g. "g. "g.
= = = = = T:TL = $a' :
6A.2/
#roviding and laying in position controlled ,-- 34"0 in ker!s over !ridge excluding co
0.3 4 0.5 4 15.&
6A.2'
= =
2.310 3.000
#roviding and laying over the top of deck sla! '0 thick asphaltic concrete:
-8.& 0.02 4 2 0.3 4 2 3.5 4 2 4 0.05 4 8.75 6A.26
6.800 9.0&5 7.320 1.722 0.15 25.037 2*.00
=
7.018
#roviding and laying a layer of 1' thick astic asphalt over asphaltic concrete:
-8.& 0.02 4 2 0.3 4 2 3.5 4 2 4 8.75
=
1&0.350 m2
6A."'
Drainage spouts coplete as per 35* drawing 7o. *D+20' :
2
6A."6
#roviding and fixing 1'0 dia #8- downtake and runner pipe :
2.8
6A."2
#roviding and fixing in position true to line and level : a9 tar paper !earings
0.& 4 10.25 4 2 6A."$
8.200 m2
#roviding laying %uried type Expansion oint :.
2 4 10.25 6A."0
=
=
20.50 (m
,einforced ceent concrete railing with 3 "0 grade concrete:
-8.& 0.02 4 2 0.3 4 2 3.5 4 2 4 1.0
=
16.0&0 (m
6A.2
*tructural concrete grade 3 "0 in ,einforced -eent -oncrete in approach sla!s excluding reinforceent :
10.25 4 3.5 4 0.3 4 2 6A.2)
21.53 m3
=
,einforced ceent concrete 34"0 grade concrete crash !arrier includ ing reinforceent
-8.& 0.02 4 2 0.3 4 2 3.5 4 2 4 2.0 6A.0 6A.0/
=
32.080 (m
#lain ceent concrete 3 1' leveling course !elow foundation of !ridges& pile caps& retaining walls& !elow approach sla!s for !ridges :
elo) fo!ndation elo) approach ;loor #rotection
5.87 4 10.55 4 0.1 4 2 10.25 4 3.5 4 0.1 4 2 28.947.5640.&5
12.03& m3 7.175 m3 98.32 m3
= = =
117.526 m3
Total
6A."1
#roviding weep holes in retaining wall& a!utent and retaining+return walls :
b!tment
=
1& 4 1 4 2
=
28 os.
Total 6A.06
28 os.
#roviding and laying in position hand packed !oulder pitching on slopes of e!anken in front of a!utents and in launching apron:
;ront ac"
31.275 4 0.6 4 &
75.06 m3
= Total
6A."
75.06
m3 4 1.3 = =
#lain ceent concrete in 320 grade in toe wall at the end of the stone pitching :
Length of toe )all re!ired at each side
=
38.038
rea of toe )all section
=
0.5&
= =
70.&& 112.00
ed #rotection >ol!me of concrete re!ired
6A."/
m3
= L
= 35.55413.2140.15
#roviding 1'0 thick coarse sand !elow !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront
= L
m3
ac"
0 4 0.6 4 2
= Total
9.38 m3 9.38
m3 4 1.3 = =
14 8.& = 8.& = = ndation = = = = = = / Y
m 3.50 m 10.25 m 10.25 m m . m . m 0.500 m 0.70 m
0.7&
m
1.092 m
:
267.778 m3 2*8 m3
&0 m3 42.00 m3 ayers :
37.9&6 m3 38.00 m3
1.8&2
30o
3.190
6.38
3.19 4 1.5 = &.785
76.77 m3 77.00 m3
79.657875 m3 79.658 m3
79.658 m3 80.00 m3
=
5.2&6 m3 &0.398 m3 1.2&870 m3 20.1025 m3 66.995 m3 =
m3
=
*1.00 m3
T T T T T T ( st of reinforceent
m3 m3
m3
No). m
*7.00 m3
:
4 1.1 = =
117.526 m3 118.00 m3
&
97.577 m3 98.00 m3 300 800 m 300 m2 1000 3
m m3
12.197 m3 13.00 m3
BRIDGE No : 184/1 Total length of t 3500
300
83.655
Length of appro idth of the ab idth of the ab Le'el of (oc" o carr ag ota ec ) t idth of footpat +epth of s!pers ,!adrant stone
300
82.587
100 th" #$$ %15
800
500 th". ret!rn )all
'g. .L 81.133 77.933
78.533 77.&33 3850
6A.01
800
2&50
Earthwork in excavation for foundation for structures in all types of soil excluding roc
b!tment
=
#ier
7.7 4 3.7 4 10.85 4 2 = 6.1 4 3.2 4 10.10
=
618.233
=
197.152
Total
6A.02
Ditto as ite 6A.01 a!ove !ut in soft disintegrated rock :
7.7 4 0 4 10.85 4 2
6A.0"
815.385
=
0
#roviding and laying in position coarse sand !elow foundation including copaction i
b!tment
=
L
= L Total
0.000
6A.0$
%ack filling !ehind a!utents& wing walls& return walls :
0.5 4 2.689 4 &.657 4 10.25 4 2 =
6A.0'
128.36 m3
4 1.1 = =
128.36 129.00
(ilter edia !ehind a!utent& retaining wall and return wall :
rea =
8.15 4 10.&13 4 pi- /& = 66.65& m2
10.&13 &.657
9.31&
6A.0)
a ,!adrant =
66.65& 4 0.3 4 0
b ac"
2 4 0.6 4 10.25 4 &.657
=
0.000 =
57.281
Total =
57.281
*tructural ceent concrete for #lain+ ,einforced -oncrete in open foundation :
RCC M35 : b!tment
=
#ier
6A.1
=
--0.87.1 4 0.5 4 0.6 7.1 4 0.5 4 10.25 4 2 = --0.755.5/2 4 0.7 4 -9.5 8.0/2 -5.5 4 0.3 4 9.5
*tructural ceent concrete for #lain+ ,einforced -oncrete in su!structure& pier& pierc a!utent& a!utentcap& retaining wall & return wall& staircase& etc.
RCC M35 in abum!n:-
+irt all
=
1.003 4 10.25 4 0.3 4 2
b!tment
=
0.5 4 -0.8 0.8 4 &.05& 4 10.25 4 2
cantile'er ret!rn =
-0.61.96/2 4 0.& 4 3.5 4 &
f!ll ret!rn )all
=
3.85 4 5.122 4 0.5 4 &
RCC M35 in "i!#:-
6A.1/
#ier
= -7.25 4 2.851 4 0.75 -22/7 4 0.75 4 0.75 4 0.25 4 2.851
#ier $ap
= --8.010.25/2 4 0.75 4 0.82 --10.25 4 -0.806 0.5/2 4
*tructural ceent concrete for ,einforced -oncrete in superstructure :
RCC M35 $o%i& $%ab :10.8 4 2 4 0.85 4 10.25
6A.22
=
188.19
#roviding fixing in position *D reinforceent !ars
a b c d e
;o!ndation
157 4 85 1&6 4 135 189 4 120 21.525 4 80 5 4 50
"g. "g. "g. "g. "g.
= = = = = T:TL = $a' :
6A.2/
#roviding and laying in position controlled ,-- 34"0 in ker!s over !ridge excluding
0.3 4 0.5 4 28.6
6A.2'
= =
#roviding and laying over the top of deck sla! '0 thick asphaltic concrete:
-21.6 0.02 4 3 0.3 4 2 3.5 4 2 4 0.05 4 8.75 6A.26
=
#roviding and laying a layer of 1' thick astic asphalt over asphaltic concrete:
-21.6 0.02 4 3 0.3 4 2 3.5 4 2 4 8.75 6A."'
Drainage spouts coplete as per 35* drawing 7o. *D+20' :
6A."6
#roviding and fixing 1'0 dia #8- downtake and runner pipe :
6A."2
#roviding and fixing in position true to line and level : a9 tar paper !earings
=
256.025
0.&2 4 10.25 4 & 6A."$
#roviding laying %uried type Expansion oint :.
3 4 10.25 6A."0
16.&00 m2
=
=
30.75 (m
,einforced ceent concrete railing with 3 "0 grade concrete:
-21.6 0.02 4 3 0.3 4 2 3.5 4 2 4 1.0 6A.2
21.53 m3
=
,einforced ceent concrete 34"0 grade concrete crash !arrier including reinforcee
-21.6 0.02 4 3 0.3 4 2 3.5 4 2 4 2.0 6A.0 6A.0/
=
7.& 4 10.55 4 0.1 4 2 5.8 4 9.8 4 0.1 10.25 4 3.5 4 0.1 4 2 3&.025 4 20.85 4 0.&5
= = = = Total
=
16 4 3 4 2
=
289.610
96 os.
Total
9* os.
#roviding and laying in position hand packed !oulder pitching on slopes of e!ank in front of a!utents and in launching apron:
;ront ac"
= L 66.65& 4 0.3 4 2
= Total
6A."
15.170 5.68& 7.175 261.58
#roviding weep holes in retaining wall& a!utent and retaining+return walls :
b!tment
6A.06
58.520
#lain ceent concrete 3 1' leveling course !elow foundation of !ridges& pile caps& retaining walls& !elow approach sla!s for !ridges :
elo) b!tment elo) #ier elo) approach ;loor #rotection
6A."1
0.000
*tructural concrete grade 3 "0 in ,einforced -eent -oncrete in approach sla!s excluding reinforceent :
10.25 4 3.5 4 0.3 4 2 6A.2)
=
39.99 39.99
#lain ceent concrete in 320 grade in toe wall at the end of the stone pitching !ed
Length of toe )all re!ired at each side
=
rea of toe )all section
=
>ol!me of concrete re!ired for Toe all
=
ed #rotection
=
= 30.25420.0140.15
Total >ol!me of $oncrete
6A."/
=
#roviding 1'0 thick coarse sand !elow !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L 66.65& 4 0.3 4 2
= Total
20.00 20.00
e bridge ach slab tment tment fo!ndation e )a*
h tr!ct!re pitching -/
=
24 10.8 = 21.6 m = 3.50 m = 10.25 m 10.25 m = 0 m = . m = . m = 0.500 m = 0.85 m Y 2.0&
m
0.6
1.957 m
k:
m3
356&.578
m3 4 1.1 = =
815.385 m3 81* m3
0 m3
4 1.1 =
0.00 m3
=
0.000 m3 0.00 m3
layers :
m3 m3
2.689
m3 m3
30o
&.657 4 2 =
&.657
9.31&
&.657 4 1.5 = 6.986
m3 m3 m3
57.28 m3 =
58.00 m3
=
121.36 m3
=
3&.82 156.18 m3
Total =
=
ap
=
6.17 m3
=
66.&9 m3
=
5.20 m3
156.176 m3 157.00 m3
39.&& m3
=
16.93 m3
11.10 m3
0.82
T:TL
1&5.32 m3 = =
=
m3 189.00 m3
=
13.3&5 19.710 22.680 1.722 0.25 57.707 58.00
T T T T T T (
cost of reinforceent
&.290 m3 5.000 m3
12.801 m3
m2 4 No). 5.* m
m3 14*.00 m3
(m
t:
(m
m3 m3 m3 m3 m3
4 1.1 = =
289.610 m3 290.00 m3
nt&
m3 m3 m3 4 1.3 =
51.990 m3
=
52.00 m3 750
rotection:
&100
&6.10& m &50 2
3.75 m
1500 3
3&6.00 m
90.80 m3 48*.*5 m3
m3 m3 m3 4 1.3 =
25.995 m3
=
2*.00 m3
BRIDGE No : 18*/1 Total length of the b 3500
300
76.989
Length of approach idth of the ab!tm idth of the ab!tm Le'el of (oc" o carr age ) ota ec ) t idth of footpath +epth of s!perstr! ,!adrant stone pit
300
76.&21
100 th" #$$ %15
720
500 th". ret!rn )all
'g. .L 7&.22& 72.72&
72.97& 72.22& 2500
6A.01
720
1650
Earthwork in excavation for foundation for structures in all types of soil excluding rock :
b!tment
=
#ier
5.&7 4 2 4 10.85 4 2 = 3.35 4 2.&&& 4 10.10 4 2
=
237.398
=
165.11
Total
6A.0"
&02.513
Ditto as ite 6A.01 a!ove !ut in hard rock :
b!tment 5.&7 4 0 4 10.85 4 2
=
0.00
#ier
3.35 4 0.056 4 10.10 4 2
6A.0"
#roviding and laying in position coarse sand !elow foundation including copaction in layer
b!tment
=
3.79
L
= L Total
0.000
6A.0$
%ack filling !ehind a!utents& wing walls& return walls :
0.5 4 2.05 4 3.55 4 10.25 4 2 7&.59 m3
=
6A.0'
4 1.1 = =
7&.59 75.00
(ilter edia !ehind a!utent& retaining wall and return wall :
rea =
6.2125 4 7.938 4 pi- /&
7.938
2
38.732 m
=
3.550
7.1 a ,!adrant =
38.732 4 0.3 4 0
b ac"
2 4 0.6 4 10.25 4 3.55
=
=
0.000 =
Total =
6A.0)
&3.665
*tructural ceent concrete for #lain+ ,einforced -oncrete in open foundation :
RCC M35 : b!tment
=
#ier
6A.1
&3.665
--0.72&.87 4 0.5 4 0.25 &.87 4 0.5 4 10.25 4 2 = ---0.752.75/2 4 0.2 4 -9.5 8.0/2 -2.75 4 0.3 4 9.5 4 2
*tructural ceent concrete for #lain+ ,einforced -oncrete in su!structure& pier& piercap a!utent& a!utentcap& retaining wall & return wall& staircase& etc.
RCC M35 in abum!n:-
+irt all
=
0.503 4 10.25 4 0.3 4 2
b!tment
=
0.5 4 -0.72 0.72 4 3.&&7 4 10.25 4 2
cantile'er ret!rn =
-0.62.06/2 4 0.& 4 3.5 4 &
f!ll ret!rn )all
=
2.5 4 &.015 4 0.5 4 &
RCC M35 in "i!#:-
6A.1/
#ier
= -7.25 4 3.1 4 0.75 -22/7 4 0.75 4 0.75 4 0.25 4 3.1 4 2
#ier $ap
= --8.010.25/2 4 0.75 4 0.82 --10.25 4 -0.806 0.5/2 4 0.82 4
*tructural ceent concrete for ,einforced -oncrete in superstructure :
RCC M35 $o%i& $%ab :&.& 4 3 4 0.35 4 10.25
6A.22
=
&7.355
#roviding fixing in position *D reinforceent !ars
a b c d e
;o!ndation
87 4 85 131 4 135 &8 4 120 21.525 4 80 & 4 50
"g. "g. "g. "g. "g.
= = = = = T:TL = $a' :
6A.2/
#roviding and laying in position controlled ,-- 34"0 in ker!s over !ridge excluding cost of
0.3 4 0.5 4 20.2
6A.2'
= =
#roviding and laying over the top of deck sla! '0 thick asphaltic concrete:
-13.2 0.02 4 & 0.3 4 2 3.5 4 2 4 0.05 4 8.75 6A.26
=
#roviding and laying a layer of 1' thick astic asphalt over asphaltic concrete:
-13.2 0.02 4 & 0.3 4 2 3.5 4 2 4 8.75 6A."'
Drainage spouts coplete as per 35* drawing 7o. *D+20' :
6A."6
#roviding and fixing 1'0 dia #8- downtake and runner pipe :
6A."2
#roviding and fixing in position true to line and level :
=
182.700
a9 tar paper !earings
0.&2 4 10.25 4 6 6A."$
#roviding laying %uried type Expansion oint :.
& 4 10.25 6A."0
2&.600 m2
=
=
&1.00 (m
,einforced ceent concrete railing with 3 "0 grade concrete:
-13.2 0.02 4 & 0.3 4 2 3.5 4 2 4 1.0 6A.2
21.53 m3
=
,einforced ceent concrete 34"0 grade concrete crash !arrier includ ing reinforceent :
-13.2 0.02 4 & 0.3 4 2 3.5 4 2 4 2.0 6A.0 6A.0/
=
elo) b!tment elo) #ier elo) approach
5.17 4 10.55 4 0.1 4 2 3.& 4 9.8 4 0.1 10.25 4 3.5 4 0.1 4 2
= = =
10.599 3.332 7.175
;loor #rotection
30.05 4 10.90 4 0.&5
=
1&7.&0
=
1& 4 2 4 2
=
56 os.
Total
5* os.
#roviding and laying in position hand packed !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L 38.732 4 0.3 4 2
= Total
6A."
168.501
#roviding weep holes in retaining wall& a!utent and retaining+return walls :
b!tment
6A.06
&1.760
#lain ceent concrete 3 1' leveling course !elow foundation of !ridges& pile caps& retaining walls& !elow approach sla!s for !ridges :
Total
6A."1
0.000
*tructural concrete grade 3 "0 in ,einforced -eent -oncrete in approach sla!s excluding reinforceent :
10.25 4 3.5 4 0.3 4 2 6A.2)
=
23.2& 23.2&
#lain ceent concrete in 320 grade in toe wall at the end of the stone pitching !ed protect
Length of toe )all re!ired at each side
=
rea of toe )all section
=
>ol!me of concrete re!ired for Toe all
=
ed #rotection
=
= 30.05 4 10.90 4 0.15
Total >ol!me of $oncrete
6A."/
=
#roviding 1'0 thick coarse sand !elow !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L 38.732 4 0.3 4 2
= Total
11.62 11.62
ridge slab nt nt fo!ndation a*
t!re hing -/
=
34 &.& = 13.2 m = 3.50 m = 10.25 m 10.25 m = 72.22& m = . m = . m = 0.500 m = 0.35 m Y 2.20
m
0.6
2.063 m
m3
87.87
m3 4 1.1 = =
&02.513 m3 403 m3
4 1.1
0.00 m3
4 1.1
&.17 =
4.17 m3
s:
m3 m3
0.000 m3
0.00 m3
=
2.050
m3 m3
30o
3.55 4 2 =
3.550
7.1
3.55 4 1.5 = 5.325
m3 m3 m3 =
&3.67 m3 44.00 m3
=
6&.2& m3
=
21.80 86.0& m3
Total =
=
=
3.09 m3
=
50.88 m3
=
5.85 m3
86.0&2 m3 87.00 m3
20.08 m3
=
28.&8 m3
22.20 m3
2
T:TL
130.57 m3
=
= =
m3 48.00 m3
=
7.395 17.685 5.760 1.722 0.2 32.762 33.00
T T T T T T (
reinforceent
3.030 m3 4.000 m3
9.135 m3
m2 * No). 8.4 m
m3 131.00 m3
(m
(m
m3 m3 m3 m3 m3
4 1.1 = =
168.501 m3 1*9.00 m3
m3 m3 m3 4 1.3 = =
30.211 m3 31.00 m3 750
ion:
&100 &0.017 m &50 3.75 m2 1500 3
301.00 m
&9.13 m3 350.13 m3
m3 m3 m3 4 1.3 =
15.105 m3
=
1*.00 m3
BRIDGE No : 18*/3 Total length of the b 3500
300
76.571
Length of approach idth of the ab!tm idth of the ab!tm Le'el of (oc" o carr age ) ota ec ) t idth of footpath +epth of s!perstr! ,!adrant stone pit
300
75.603
100 th" #$$ %15
720
500 th". ret!rn )all
'g. .L 72.731 70.780
71.380 70.280 3850
6A.01
720
2200
Earthwork in excavation for foundation for structures in all types of soil excluding rock :
b!tment
=
#ier
7.37 4 2.&51 4 10.85 4 2
=
391.99
= 5.20 4 2.599 4 10.10 4 2
=
273.00
Total
6A.0"
Ditto as ite 6A.01 a!ove !ut in hard rock :
b!tment 7.37 4 0 4 10.85 4 2
6A.0"
66&.985
=
0
#roviding and laying in position coarse sand !elow foundation including copaction in layer
b!tment
=
L
= L Total
0.000
6A.0$
%ack filling !ehind a!utents& wing walls& return walls :
0.5 4 2.729 4 &.726 4 10.25 4 2 =
6A.0'
132.20 m3
4 1.1 = =
132.20 133.00
(ilter edia !ehind a!utent& retaining wall and return wall :
rea =
8.2705 4 10.568 4 pi- /& = 68.6&6 m2
10.568 &.726
9.&52
6A.0)
a ,!adrant =
68.6&6 4 0.3 4 0
b ac"
2 4 0.6 4 10.25 4 &.726
=
0.000 =
58.130
Total =
58.130
*tructural ceent concrete for #lain+ ,einforced -oncrete in open foundation :
RCC M35 : b!tment
=
#ier
6A.1
=
--0.726.77 4 0.5 4 0.6 6.77 4 0.5 4 10.25 4 2 = --0.75&.60/2 4 0.5 4 -9.5 8.0/2 -&.60 4 0.3 4 9.5 4 2
*tructural ceent concrete for #lain+ ,einforced -oncrete in su!structure& pier& piercap a!utent& a!utentcap& retaining wall & return wall& staircase& etc.
RCC M35 in abum!n:-
+irt all
=
0.903 4 10.25 4 0.3 4 2
b!tment
=
0.5 4 -0.72 0.72 4 &.223 4 10.25 4 2
cantile'er ret!rn =
-0.61.63/2 4 0.& 4 3.5 4 &
f!ll ret!rn )all
=
3.85 4 5.191 4 0.5 4 &
RCC M35 in "i!#:-
6A.1/
#ier
= -7.25 4 3.&75 4 0.75 -22/7 4 0.75 4 0.75 4 0.25 4 3.&75 4 2
#ier $ap
= --8.010.25/2 4 0.75 4 0.82 --10.25 4 -0.806 0.5/2 4 0.82 4
*tructural ceent concrete for ,einforced -oncrete in superstructure :
RCC M35 $o%i& $%ab :8.7 4 3 4 0.75 4 10.25
6A.22
=
200.6&375
#roviding fixing in position *D reinforceent !ars
a b c d e
;o!ndation
166 4 85 172 4 135 201 4 120 21.525 4 80 5 4 50
"g. "g. "g. "g. "g.
= = = = = T:TL = $a' :
6A.2/
#roviding and laying in position controlled ,-- 34"0 in ker!s over !ridge excluding cost of
0.3 4 0.5 4 33.1
6A.2'
= =
#roviding and laying over the top of deck sla! '0 thick asphaltic concrete:
-26.1 0.02 4 & 0.3 4 2 3.5 4 2 4 0.05 4 8.75 6A.26
=
#roviding and laying a layer of 1' thick astic asphalt over asphaltic concrete:
-26.1 0.02 4 & 0.3 4 2 3.5 4 2 4 8.75 6A."'
Drainage spouts coplete as per 35* drawing 7o. *D+20' :
6A."6
#roviding and fixing 1'0 dia #8- downtake and runner pipe :
6A."2
#roviding and fixing in position true to line and level : a9 tar paper !earings
=
295.575
0.&2 4 10.25 4 6 6A."$
#roviding laying %uried type Expansion oint :.
& 4 10.25 6A."0
2&.600 m2
=
=
&1.00 (m
,einforced ceent concrete railing with 3 "0 grade concrete:
-26.1 0.02 4 & 0.3 4 2 3.5 4 2 4 1.0 6A.2
21.53 m3
=
,einforced ceent concrete 34"0 grade concrete crash !arrier includ ing reinforceent :
-26.1 0.02 4 & 0.3 4 2 3.5 4 2 4 2.0 6A.0 6A.0/
=
7.07 4 10.55 4 0.1 4 2 5.8 4 9.8 4 0.1 10.25 4 3.5 4 0.1 4 2 30.20 4 23.76 4 0.&5
= = = = Total
=
16 4 3 4 2
=
350.251
96 os.
Total
9* os.
#roviding and laying in position hand packed !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L 68.6&6 4 0.3 4 2
= Total
6A."
1&.&9& 5.68& 7.175 322.90
#roviding weep holes in retaining wall& a!utent and retaining+return walls :
b!tment
6A.06
67.560
#lain ceent concrete 3 1' leveling course !elow foundation of !ridges& pile caps& retaining walls& !elow approach sla!s for !ridges :
elo) b!tment elo) #ier elo) approach ;loor #rotection
6A."1
0.000
*tructural concrete grade 3 "0 in ,einforced -eent -oncrete in approach sla!s excluding reinforceent :
10.25 4 3.5 4 0.3 4 2 6A.2)
=
&1.19 &1.19
#lain ceent concrete in 320 grade in toe wall at the end of the stone pitching !ed protect
Length of toe )all re!ired at each side
=
rea of toe )all section
=
>ol!me of concrete re!ired for Toe all
=
ed #rotection
=
= 30.20 4 23.76 4 0.15
Total >ol!me of $oncrete
6A."/
=
#roviding 1'0 thick coarse sand !elow !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L 68.6&6 4 0.3 4 2
= Total
20.59 20.59
ridge slab nt nt fo!ndation a*
t!re hing -/
=
34 8.7 = 26.1 m = 3.50 m = 10.25 m 10.25 m = 0 m = . m = . m = 0.500 m = 0.75 m Y 1.5&
m
0.6
1.629 m
m3
3195.&36
m3 4 1.1 = =
66&.985 m3 **5 m3
0.00 m3
4 1.1 =
0.00 m3
=
0.000 m3 0.00 m3
s:
m3 m3
2.729
m3 m3
30o
&.726
&.726 4 2 = 9.&52
&.726 4 1.5 = 7.089
m3 m3 m3
58.13 m3 =
59.00 m3
=
115.&6 m3
=
&9.63 165.08 m3
Total =
=
=
5.55 m3
=
62.33 m3
=
3.&& m3
165.082 m3 1**.00 m3
39.97 m3
=
38.19 m3
22.20 m3
2
T:TL
171.69 m3 = =
=
m3 201.00 m3
=
1&.110 23.220 2&.120 1.722 0.25 63.&22 *4.00
T T T T T T (
reinforceent
&.965 m3 5.000 m3
1&.779 m3
m2 * No). 8.4 m
m3 172.00 m3
(m
(m
m3 m3 m3 m3 m3
4 1.1 = =
350.251 m3 351.00 m3
m3 m3 m3 4 1.3 =
53.5&& m3
=
54.00 m3 750
ion:
&100
&6.&83 m &50 2
3.75 m
1500 3
3&9.00 m
107.63 m3 50*.87 m3
m3 m3 m3 4 1.3 =
26.772 m3
=
27.00 m3
BRIDGE No : 187/2 Total length of th 3500
300
76.126
Length of approa idth of the ab! idth of the ab! Le'el of (oc" o carr age ota ec ) t idth of footpath +epth of s!perst ,!adrant stone
300
75.058
100 th" #$$ %15
720
500 th". ret!rn )all
'g. .L 73.180 70.310
71.010 69.810 &000
6A.01
720
2500
Earthwork in excavation for foundation for structures in all types of soil excluding roc
b!tment
=
7.82 4 3.37 4 11.91 4 2
= Total
627.738 627.7&
;or & Lane
Ditto as ite 6A.01 a!ove !ut in soft disintegrated rock :
7.82 4 0 4 11.91 4 2
=
0 Total ;or & Lane
6A.0"
#roviding and laying in position coarse sand !elow foundation including copaction in
b!tment
=
L
= L Total
0.000
6A.0$
%ack filling !ehind a!utents& wing walls& return walls :
0.5 4 2.685 4 &.651 4 11.31 4 2 Total
=
1&1.2& m3
4 1.1 =
1&1.2&
=
282.48
;or & Lane
6A.0'
(ilter edia !ehind a!utent& retaining wall and return wall :
rea =
8.1395 4 10.& 4 pi- /& = 66.&85 m2
10.&00 &.651
9.302 a ,!adrant =
66.&85 4 0.3 4 0
b ac"
2 4 0.6 4 11.31 4 &.651
=
=
0.000 =
Total =
63.123 63.123
;or & Lane
*tructural ceent concrete for #lain+ ,einforced -oncrete in open foundation :
RCC M35 : b!tment
6A.1
=
--0.727.22 4 0.5 4 0.7 7.22 4 0.5 4 11.31 4 2
*tructural ceent concrete for #lain+ ,einforced -oncrete in su!structure& pier& pierca a!utent& a!utentcap& retaining wall & return wall& staircase& etc.
RCC M35 in abum!n:-
+irt all
=
1.003 4 11.31 4 0.3 4 2
b!tment
=
0.5 4 -0.72 0.72 4 &.0&8 4 11.31 4 2
cantile'er ret!rn =
-0.61.25/2 4 0.& 4 3.5 4 &
f!ll ret!rn )all
& 4 5.116 4 0.5 4 &
=
;or & Lane
*tructural ceent concrete for ,einforced -oncrete in superstructure :
RCC M35 $o%i& $%ab :10.8 4 1 4 0.85 4 11.31
6A.22
= 103.8258 ;or & Lane
#roviding fixing in position *D reinforceent !ars
a b c d e
;o!ndation
289.0383600 "g. 232 4 135 "g. 208 4 120 "g. 23.751 4 80 "g. 6 4 50 "g.
= = = = =
T:TL = ;or & Lane
#roviding and laying in position controlled ,-- 34"0 in ker!s over !ridge excluding c
0.3 4 0.5 4 17.8
=
;or & Lane
=
#roviding and laying over the top of deck sla! '0 thick asphaltic concrete:
-10.8 0.02 4 2 0.3 4 2 3.5 4 2 4 0.05 4 9.66 ;or & Lane
#roviding and laying a layer of 1' thick astic asphalt over asphaltic concrete:
-10.8 0.02 4 2 0.3 4 2 3.5 4 2 4 9.66 ;or & Lane
= =
=
#roviding and fixing in position true to line and level : a9 tar paper !earings
0.&2 4 11.31 4 2 ;or & Lane
=
#roviding and fixing 1'0 dia #8- downtake and runner pipe :
;or & Lane
178.13 356.00
Drainage spouts coplete as per 35* drawing 7o. *D+20' :
;or & Lane
= =
#roviding laying %uried type Expansion oint :.
= =
9.0&8 m2 18.00 m2
2 4 11.31 ;or & Lane
= =
22.62 (m &5.00 (m
,einforced ceent concrete railing with 3 "0 grade concrete:
-10.8 0.02 4 2 0.3 4 2 3.5 4 2 4 1.0 6A.2
23.75 m3 &8.00 m3
= =
,einforced ceent concrete 34"0 grade concrete crash !arrier including reinforceen
-10.8 0.02 4 2 0.3 4 2 3.5 4 2 4 2.0 ;or & Lane
= =
7.52 4 11.61 4 0.1 4 2 11.31 4 3.5 4 0.1 4 2 32410.9940.&5
= = = Total
17.010 7.917 158.26 183.183 ;or & Lane
#roviding weep holes in retaining wall& a!utent and retaining+return walls :
b!tment
=
18 4 3 4 2 ;or & Lane
6A.06
36.880 7&.00
#lain ceent concrete 3 1' leveling course !elow foundation of !ridges& pile caps& retaining walls& !elow approach sla!s for !ridges :
elo) b!tment elo) approach ;loor #rotection
6A."1
0.000
*tructural concrete grade 3 "0 in ,einforced -eent -oncrete in approach sla!s excluding reinforceent :
11.31 4 3.5 4 0.3 4 2 ;or & Lane
=
=
108 os. 21* os.
#roviding and laying in position hand packed !oulder pitching on slopes of e!anke in front of a!utents and in launching apron:
;ront ac"
= L 66.&85 4 0.3 4 2
=
39.89
Total ;or & Lane
39.89
#lain ceent concrete in 320 grade in toe wall at the end of the stone pitching !ed p
Length of toe )all re!ired at each side
=
rea of toe )all section
=
>ol!me of concrete re!ired for Toe all ed #rotection = 32410.9940.15
= =
Total >ol!me of $oncrete
= ;or & Lane
6A."/
=
#roviding 1'0 thick coarse sand !elow !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L 66.&85 4 0.3 4 2
= Total ;or & Lane
19.95 19.95
bridge ch slab ment ment fo!ndation
)a*
!ct!re itching -/
=
14 10.80 = 10.8 m = 3.50 = 11.31 11.31 = 70.78 = . = . = 0.500 = 0.85 Y 0.97
m m m m m m m m
m
0.6
1.2&7 m
:
m3
105.&&& m3 4 1.1 =
627.738 m3
=
1255 m3
0 m3
4 1.1 =
0.00 m3
=
0.00 m3
=
0.000 m3 0.00 m3
layers :
m3 m3
2.685
m3 m3
30o
&.651 4 2 =
&.651
9.302
&.651 4 1.5 = 6.977
m3 m3 m3 =
63.12 m3 12*.25 m3
=
1&&.52 m3
Total = 1&&.52 m3 ;or & Lane
p
=
6.806 m3
=
65.927 m3
=
1.79127 m3
=
&0.928 m3
=
1&&.519 m3 289.04 m3
T:TL
115.&53 m3 = =
=
t! t!re
m3 208.00 m3
=
2&.5 2&.568 68 31.3 31.320 20 2&.9 2&.960 60 1.900 0.3 83.0 83.0&8 &8 1*8.00
T T T T T T (
ost of reinforceent reinforceent
2.67 m3 *.00 m3
8.91 m3 18.00 m3
m2 m2 4 No). 8 No). 5.* m 11.2 m
m3 232.00 m3
(m
:
(m (m
m3 m3 m3 m3 t! t!re
4 1.1 = =
183.183 m3 3*8.00 m3
t&
m3 m3 m3 4 1.3 = =
51.858 m3 104.00 m3 300
otection:
800 &8.1 &8.191 91 m 300
0.5& m2 1000 3
53.00 m 52.75 m3 105.75 m3 212 m3
m3 m3 m3 4 1.3 =
25.929 m3
=
52.00 m3
BRIDGE No : 194/1 Total length of the b 3500
300
65.962
Length of approach id idth of the ab!tm id idth of the ab!tm Le'el of (oc" o carr carr age age ) ota ec ) t idth of footpath +epth of s!perstr! ,!adrant stone pit
300
65.0&&
100 th" #$$ %15
720
500 th". ret!rn )all
'g. .L .L 62.000 59.67&
60.37& 59.17& &000
6A.01
720
2500
Earthwork in excavation for foundation for structures in all types of soil excluding rock :
b!tment
=
#ier
7.82 4 1.&8 4 10.85 4 2
=
251.1&7
= 5.35 4 1.&8 4 10.10 4 2
=
159.9&
Total
6A.0"
&11.091
Ditto as ite 6A.01 a!ove !ut in i n soft rock :
b!tment 7.82 4 1.3&6 4 10.85 4 2
=
228.&1
#ier
5.35 4 2 4 10.10 4 2
6A.0"
#roviding and laying in position coarse sand sand !elow foundation including copaction copaction in layer
b!tment
=
216.1&
L
= L Total
0.000
6A.0$
%ack filling !ehind a!utents& wing walls& return walls :
0.5 4 2.958 4 5.123 4 10.25 4 2 155.33 m3
=
6A.0'
4 1.1 = =
155.33 15*.00
(ilter edia !ehind a!utent& retaining wall and return wall :
rea =
8.9655 4 11.&55 4 pi- /&
11.&55
2
80.660 m
=
5.123
10.2&6
6A.0)
a ,!adrant =
80.66 4 0.3 4 0
b ac"
2 4 0.6 4 10.25 4 5.123
=
0.000 =
185.965
Total =
185.965
*tructural ceent concrete for #lain+ ,einforced -oncrete in open foundation :
RCC M35 : b!tment
=
#ier
6A.1
=
--0.727.22 4 0.5 4 0.7 7.22 4 0.5 4 10.25 4 2 = --0.75&.75/2 4 0.6 4 -9.5 8.0/2 -&.75 4 0.3 4 9.5 4 2
*tructural ceent concrete for #lain+ ,einforced -oncrete in su!structure& pier& piercap a!utent& a!utentcap& retaining wall & return wall& staircase& etc.
RCC M35 in abum!n:-
+irt all
=
0.853 4 10.25 4 0.3 4 2
b!tment
=
0.5 4 -0.72 0.72 4 &.67 4 10.25 4 2
cantile'er ret!rn =
-0.62.&8/2 4 0.& 4 3.5 4 &
f!ll ret!rn )all
=
& 4 5.588 4 0.5 4 &
RCC M35 in "i!#:-
6A.1/
#ier
= --7.2543.7&540.75--22/740.7540.75/&43.7&542
#ier $ap
= --8.010.25/2 4 0.75 4 0.82 --10.25 4 -0.806 0.5/2 4 0.82 4
*tructural ceent concrete for ,einforced -oncrete in superstructure :
RCC M35 $o%i& $%ab :8.& 4 3 4 0.7 4 10.25
6A.22
=
180.81
#roviding fixing in position *D reinforceent !ars
a b c d e
;o!ndation
187 4 85 19& 4 135 181 4 120 21.525 4 80 5 4 50
"g. "g. "g. "g. "g.
= = = = = T:TL = $a' :
6A.2/
#roviding and laying in position controlled ,-- 34"0 in ker!s over !ridge excluding cost of
0.3 4 0.5 4 32.2
6A.2'
= =
#roviding and laying over the top of deck sla! '0 thick asphaltic concrete:
-25.2 0.02 4 & 0.3 4 2 3.5 4 2 4 0.05 4 8.75 6A.26
=
#roviding and laying a layer of 1' thick astic asphalt over asphaltic concrete:
-25.2 0.02 4 & 0.3 4 2 3.5 4 2 4 8.75 6A."'
Drainage spouts coplete as per 35* drawing 7o. *D+20' :
6A."6
#roviding and fixing 1'0 dia #8- downtake and runner pipe :
6A."2
#roviding and fixing in position true to line and level :
=
287.700
a9 tar paper !earings
0.&2 4 10.25 4 6 6A."$
#roviding laying %uried type Expansion oint :.
& 4 10.25 6A."0
2&.600 m2
=
=
&1.00 (m
,einforced ceent concrete railing with 3 "0 grade concrete:
-25.2 0.02 4 & 0.3 4 2 3.5 4 2 4 1.0 6A.2
21.53 m3
=
,einforced ceent concrete 34"0 grade concrete crash !arrier includ ing reinforceent :
-25.2 0.02 4 & 0.3 4 2 3.5 4 2 4 2.0 6A.0 6A.0/
=
elo) b!tment elo) #ier elo) approach
7.52 4 10.55 4 0.1 4 2 &.75 4 9.8 4 0.1 10.25 4 3.5 4 0.1 4 2
= = =
15.&16 &.655 7.175
;loor #rotection
33.85422.8640.&5
=
3&8.21
=
17 4 3 4 2
=
102 os.
Total
102 os.
#roviding and laying in position hand packed !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L 80.66 4 0.3 4 2
= Total
6A."
375.&61
#roviding weep holes in retaining wall& a!utent and retaining+return walls :
b!tment
6A.06
65.760
#lain ceent concrete 3 1' leveling course !elow foundation of !ridges& pile caps& retaining walls& !elow approach sla!s for !ridges :
Total
6A."1
0.000
*tructural concrete grade 3 "0 in ,einforced -eent -oncrete in approach sla!s excluding reinforceent :
10.25 4 3.5 4 0.3 4 2 6A.2)
=
&8.&0 &8.&0
#lain ceent concrete in 320 grade in toe wall at the end of the stone pitching !ed protect
Length of toe )all re!ired at each side
=
rea of toe )all section
=
>ol!me of concrete re!ired for Toe all
=
ed #rotection
=
= 33.85422.8640.15
Total >ol!me of $oncrete
6A."/
=
#roviding 1'0 thick coarse sand !elow !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L 80.66 4 0.3 4 2
= Total
2&.20 2&.20
ridge slab nt nt fo!ndation a*
t!re hing -/
=
34 8.& = 25.2 m = 3.50 m = 10.25 m 10.25 m = 60.52 m = . m = . m = 0.500 m = 0.70 m Y 2.82
m
0.6
2.&77 m
m3
65.0238
m3 4 1.1 = =
&11.091 m3 412 m3
4 1.1
251.25 m3
4 1.1
237.75 =
489.00 m3
s:
m3 m3
0.000 m3
0.00 m3
=
2.958
m3 m3
30o
5.123 4 2 =
5.123
10.2&6
5.123 4 1.5 = 7.685
m3 m3 m3 =
185.96 m3 18*.00 m3
=
130.97 m3
=
55.95 186.92 m3
Total =
=
=
5.25 m3
=
68.93 m3
=
8.66 m3
186.925 m3 187.00 m3
&&.70 m3
=
&&.0& m3
22.20 m3
2
T:TL
193.78 m3
=
= =
m3 181.00 m3
=
15.895 26.190 21.720 1.722 0.25 65.777 **.00
T T T T T T (
reinforceent
&.830 m3 5.000 m3
1&.385 m3
m2 * No). 8.4 m
m3 194.00 m3
(m
(m
m3 m3 m3 m3 m3
4 1.1 = =
375.&61 m3 37*.00 m3
m3 m3 m3 4 1.3 = =
62.915 m3 *3.00 m3 300
ion:
800 &8.666 m 300 0.5& m2 1000 3
53.00 m
116.07 m3 218.28 m3
m3 m3 m3 4 1.3 =
31.&57 m3
=
32.00 m3
BRIDGE No : 202/1 Total length of the b 3500
300
&2.976
Length of approach idth of the ab!tm idth of the ab!tm Le'el of (oc" o carr age ) ota ec ) t idth of footpath +epth of s!perstr! ,!adrant stone pit
300
&2.083
100 th" #$$ %15
720
500 th". ret!rn )all
'g. .L &0.000 36.500
37.100 36.000 &000
6A.01
720
2250
Earthwork in excavation for foundation for structures in all types of soil excluding rock :
b!tment
=
#ier
7.57 4 3.56 4 10.85 4 2 = &.7 4 & 4 10.10 4 6
=
58&.798
=
1139.28
Total
6A.0"
172&.078
Ditto as ite 6A.01 a!ove !ut in soft rock :
b!tment 7.57 4 0.&& 4 10.85 4 2
=
72.28
#ier
&.70 4 0.&17 4 10.10 4 6
6A.0"
#roviding and laying in position coarse sand !elow foundation including copaction in layer
b!tment
=
118.77
L
= L Total
0.000
6A.0$
%ack filling !ehind a!utents& wing walls& return walls :
0.5 4 3.12& 4 5.&11 4 10.25 4 2 173.27 m3
=
6A.0'
4 1.1 = =
173.27 174.00
(ilter edia !ehind a!utent& retaining wall and return wall :
rea =
9.&695 4 12.099 4 pi- /&
12.099
2
89.98& m
=
5.&11
10.822 a ,!adrant =
89.98& 4 0.3 4 0
b ac"
2 4 0.6 4 10.25 4 5.&11
=
=
0.000 =
Total =
6A.0)
196.&19
*tructural ceent concrete for #lain+ ,einforced -oncrete in open foundation :
RCC M35 : b!tment
=
#ier
6A.1
196.&19
--0.726.97 4 0.5 4 0.6 6.97 4 0.5 4 10.25 4 2 = --0.75&.10/2 4 0.&5 4 -9.5 8.0/2 -&.10 4 0.3 4 9.5 4 6
*tructural ceent concrete for #lain+ ,einforced -oncrete in su!structure& pier& piercap a!utent& a!utentcap& retaining wall & return wall& staircase& etc.
RCC M35 in abum!n:-
+irt all
=
0.828 4 10.25 4 0.3 4 2
b!tment
=
0.5 4 -0.72 0.72 4 &.983 4 10.25 4 2
cantile'er ret!rn =
-0.61.89/2 4 0.& 4 3.5 4 &
f!ll ret!rn )all
=
& 4 5.876 4 0.5 4 &
RCC M35 in "i!#:-
6A.1/
#ier
= -7.25 4 3.988 4 0.75 -22/7 4 0.75 4 0.75 4 0.25 4 3.988 4 6
#ier $ap
= --8.010.25/2 4 0.75 4 0.82 --10.25 4 -0.806 0.5/2 4 0.82 4
*tructural ceent concrete for ,einforced -oncrete in superstructure :
RCC M35 $o%i& $%ab :6.75 4 7 4 0.65 4 10.25
6A.22
=
31&.803125
#roviding fixing in position *D reinforceent !ars
a b c d e
;o!ndation
2&7 4 85 339 4 135 315 4 120 21.525 4 80 9 4 50
"g. "g. "g. "g. "g.
= = = = = T:TL = $a' :
6A.2/
#roviding and laying in position controlled ,-- 34"0 in ker!s over !ridge excluding cost of
0.3 4 0.5 4 5&.25
6A.2'
= =
#roviding and laying over the top of deck sla! '0 thick asphaltic concrete:
-&7.25 0.02 4 8 0.3 4 2 3.5 4 2 4 0.05 4 8.75 6A.26
=
#roviding and laying a layer of 1' thick astic asphalt over asphaltic concrete:
-&7.25 0.02 4 8 0.3 4 2 3.5 4 2 4 8.75 6A."'
Drainage spouts coplete as per 35* drawing 7o. *D+20' :
6A."6
#roviding and fixing 1'0 dia #8- downtake and runner pipe :
6A."2
#roviding and fixing in position true to line and level :
=
&81.338
a9 tar paper !earings
0.&2 4 10.25 4 10 6A."$
#roviding laying %uried type Expansion oint :.
8 4 10.25 6A."0
&1.000 m2
=
=
82.00 (m
,einforced ceent concrete railing with 3 "0 grade concrete:
-&7.25 0.02 4 8 0.3 4 2 3.5 4 2 4 1.0 6A.2
21.53 m3
=
,einforced ceent concrete 34"0 grade concrete crash !arrier includ ing reinforceent :
-&7.25 0.02 4 8 0.3 4 2 3.5 4 2 4 2.0 6A.0 6A.0/
=
elo) b!tment elo) #ier elo) approach
7.27 4 10.55 4 0.1 4 2 &.3 4 9.8 4 0.1 10.25 4 3.5 4 0.1 4 2
= = =
1&.90& &.21& 7.175
;loor #rotection
&1.91430.2540.&5
=
570.50
=
17 4 3 4 2
=
102 os.
Total
102 os.
#roviding and laying in position hand packed !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L 89.98& 4 0.3 4 2
= Total
6A."
596.79
#roviding weep holes in retaining wall& a!utent and retaining+return walls :
b!tment
6A.06
110.020
#lain ceent concrete 3 1' leveling course !elow foundation of !ridges& pile caps& retaining walls& !elow approach sla!s for !ridges :
Total
6A."1
0.000
*tructural concrete grade 3 "0 in ,einforced -eent -oncrete in approach sla!s excluding reinforceent :
10.25 4 3.5 4 0.3 4 2 6A.2)
=
53.99 53.99
#lain ceent concrete in 320 grade in toe wall at the end of the stone pitching !ed protect
Length of toe )all re!ired at each side
=
rea of toe )all section
=
>ol!me of concrete re!ired for Toe all
=
ed #rotection
=
= &1.91430.2540.15
Total >ol!me of $oncrete
6A."/
=
#roviding 1'0 thick coarse sand !elow !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L 89.98& 4 0.15 4 2
= Total
27.00 27.00
ridge slab nt nt fo!ndation a*
t!re hing -/
=
74 6.75 = &7.25m = 3.50 m = 10.25 m 10.25 m = 36.&& m = . m = . m = 0.500 m = 0.65 m Y 1.9&
m
0.6
1.891 m
m3
156.&086
m3 4 1.1 = =
172&.078 m3 1725 m3
79.51 m3
4 1.1 4 1.1
130.65 =
210.15 m3
s:
m3 m3
0.000 m3
0.00 m3
=
3.12&
m3 m3
30o
5.&1 5.&11 142=
5.&11
10.8 10.822 22
5.&11 4 1.5 = 8.117
m3 m3 m3 =
196.&2 m3 197.00 m3
=
118.7& m3
=
127.&0 2&6.1& m3
Total =
=
=
6.08 m3
=
73.55 m3
=
&.83 m3
2&6.137 m3 247.00 m3
&7.01 m3
=
1&0.68 m3
66.60 m3
6
T:TL
338.7& m3
=
= =
m3 339.00 m3
m3 315.00 m3
=
20. 20.995 995 &5. &5.765 765 37. 37.800 800 1.722 722 0.&5 106. 106.73 732 2 107.00
T T T T T T (
reinforceent
8.138 m3 9.000 m3
2&.067 m3
m2 14 No). 19.* m
(m
(m
m3 m3 m3 m3 m3
4 1.1 = =
596.792 m3 597.00 m3
m3 m3 m3 4 1.3 = =
70.188 m3 71.00 m3 750
ion:
&100 50.2&9 m &50 3.75 m2 1500 3
377.00 m
190.17 m3 5*7.17 m3
m3 m3 m3 4 1.3 =
35.09& m3
=
3*.00 m3
BRIDGE No : 211/2 Total length of th 3500
300
52.072
Length of approa idth of the ab! idth of the ab! Le'el of (oc" o carr age ota ec ) t idth of footpath +epth of s!perst ,!adrant stone
300
51.10&
100 th" #$$ %15
720
500 th". ret!rn )all
'g. .L &9.500 &8.005
&8.305 &7.505 2850
6A.01
720
2250
Earthwork in excavation for foundation for structures in all types of soil excluding roc
b!tment
=
6.&2 4 0 4 10.85 4 2
=
Total ;or & Lane
0.000
0.00
Ditto as ite 6A.01 a!ove !ut in soft disintegrated rock :
6.&2 4 1.995 4 10.85 4 2
=
277.931&3 Total ;or & Lane
6A.0"
#roviding and laying in position coarse sand !elow foundation including copaction in
b!tment
=
L
= L Total
0.000
6A.0$
%ack filling !ehind a!utents& wing walls& return walls :
0.5 4 1.906 4 3.302 4 10.25 4 2 Total
6A.0'
=
6&.51 m3 ;or & Lane
4 1.1 = =
6&.51 129.02
(ilter edia !ehind a!utent& retaining wall and return wall :
rea =
5.7785 4 7.383 4 pi- /& = 33.507 m2
7.383 3.302
6.60& a ,!adrant =
33.507 4 0.3 4 0
b ac"
2 4 0.6 4 10.25 4 3.302
=
=
0.000 =
110.353
Total =
110.353
;or & Lane
*tructural ceent concrete for #lain+ ,einforced -oncrete in open foundation :
RCC M35 : b!tment
6A.1
=
--0.725.82 4 0.5 4 0.3 5.82 4 0.5 4 10.25 4 2
*tructural ceent concrete for #lain+ ,einforced -oncrete in su!structure& pier& pierca a!utent& a!utentcap& retaining wall & return wall& staircase& etc.
RCC M35 in abum!n:-
+irt all
=
0.903 4 10.25 4 0.3 4 2
b!tment
=
0.5 4 -0.72 0.72 4 2.799 4 10.25 4 2
cantile'er ret!rn =
-0.50.92/2 4 0.& 4 3.5 4 &
f!ll ret!rn )all
2.85 4 3.767 4 0.5 4 &
=
;or & Lane
*tructural ceent concrete for ,einforced -oncrete in superstructure :
RCC M35 $o%i& $%ab :8.82 4 1 4 0.75 4 10.25
6A.22
= 67.80375 ;or & Lane
#roviding fixing in position *D reinforceent !ars
a b c d e
;o!ndation
159.531 4 85 "g. 1&0 4 135 "g. 136 4 120 "g. 21.525 4 80 "g. 6 4 50 "g.
= = = = =
T:TL = ;or & Lane
#roviding and laying in position controlled ,-- 34"0 in ker!s over !ridge excluding c
0.3 4 0.5 4 15.82 ;or & Lane
= =
#roviding and laying over the top of deck sla! '0 thick asphaltic concrete:
-8.82 0.02 4 2 0.3 4 2 3.5 4 2 4 0.05 4 8.75 ;or & Lane
#roviding and laying a layer of 1' thick astic asphalt over asphaltic concrete:
-8.82 0.02 4 2 0.3 4 2 3.5 4 2 4 8.75 ;or & Lane
1&&.03
=
288.00
=
#roviding and fixing 1'0 dia #8- downtake and runner pipe :
;or & Lane
=
Drainage spouts coplete as per 35* drawing 7o. *D+20' :
;or & Lane
= =
=
#roviding and fixing in position true to line and level : a9 tar paper !earings
0.&2 4 10.25 4 3
=
12.300 m2
;or & Lane
#roviding laying %uried type Expansion oint :.
2 4 10.25 ;or & Lane
25.00 m2
=
= =
20.50 (m &1.00 (m
,einforced ceent concrete railing with 3 "0 grade concrete:
-8.82 0.02 4 2 0.3 4 2 3.5 4 2 4 1.0 6A.2
21.53 m3 &3.00 m3
= =
,einforced ceent concrete 34"0 grade concrete crash !arrier including reinforceen
-8.82 0.02 4 2 0.3 4 2 3.5 4 2 4 2.0 ;or & Lane
0.000
*tructural concrete grade 3 "0 in ,einforced -eent -oncrete in approach sla!s excluding reinforceent :
10.25 4 3.5 4 0.3 4 2 ;or & Lane
=
= =
32.920 66.00
#lain ceent concrete 3 1' leveling course !elow foundation of !ridges& pile caps& retaining walls& !elow approach sla!s for !ridges :
elo) b!tment elo) #ier
6.12 4 10.55 4 0.1 4 2 &.55 4 9.8 4 0.1
= =
12.5&6 &.&59
elo) approach ;loor #rotection
10.25 4 3.5 4 0.1 4 2 3247.9840.&5
= =
7.175 11&.91
Total
139.092 ;or & Lane
6A."1
#roviding weep holes in retaining wall& a!utent and retaining+return walls :
b!tment
=
1& 4 1 4 2
=
28 os.
;or & Lane
5* os.
#roviding and laying in position hand packed !oulder pitching on slopes of e!anke in front of a!utents and in launching apron:
;ront ac"
= L 33.507 4 0.3 4 2
= Total ;or & Lane
20.10 20.10
6A."
#lain ceent concrete in 320 grade in toe wall at the end of the stone pitching !ed p
Length of toe )all re!ired at each side
=
rea of toe )all section
=
>ol!me of concrete re!ired for Toe all ed #rotection = 3247.9840.15
= =
Total >ol!me of $oncrete
= ;or & Lane
6A."/
=
#roviding 1'0 thick coarse sand !elow !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L 33.507 4 0.3 4 2
= Total ;or & Lane
10.05 10.05
bridge ch slab ment ment fo!ndation
)a*
!ct!re itching -/
=
14 8.82 = 8.82 m = 3.50 m = 10.25 m 10.25 m = &9.5 m = . m = . m = 0.500 m = 0.75 m Y 0.63
m
0.5
0.922 m
:
m3
0
m3 4 1.1 = =
0.000 m3 0 m3
305.72&573 m3
4 1.1 = =
305.72 m3 *11.45 m3
=
0.000 m3 0.00 m3
layers :
m3 m3
1.906
m3 m3
30o
3.302 4 2 =
3.302
6.60&
3.302 4 1.5 = &.953
m3 m3 m3
110.35 m3 =
220.71 m3
=
79.77 m3
Total = ;or & Lane
79.77 m3 =
p
=
5.553 m3
=
&1.313 m3
=
0.90013 m3
=
21.&719 m3
79.765 m3 159.53 m3
T:TL
69.239 m3 =
=
t!re
=
m3 13*.00 m3
=
13.560 18.900 16.320 1.722 0.3 50.802 102.00
T T T T T T (
ost of reinforceent
2.37 m3 *.00 m3
7.20 m3 1&.00 m3
m2 m2 2 No). 4 No). 2.8 m 5.* m
m3 140.00 m3
(m
:
(m (m
m3 m3 m3 m3 m3
t!re
4 1.1 =
139.092 m3
=
280.00 m3
t&
m3 m3 m3 4 1.3 =
26.136 m3
=
54.00 m3 300
otection:
800 38.65& m 300 0.5& m2 1000 3
&2.00 m 38.30 m3 80.30 m3 1*1 m3
m3 m3 m3 4 1.3 =
13.068 m3
=
28.00 m3
BRIDGE No : 211/3 Total length of th 3500
300
52.&93
Length of approa idth of the ab! idth of the ab! Le'el of (oc" o carr age ota ec ) t idth of footpath +epth of s!perst ,!adrant stone
300
51.525
100 th" #$$ %15
720
500 th". ret!rn )all
'g. .L &9.718 &7.718
&8.018 &7.218 3200
6A.01
720
2250
Earthwork in excavation for foundation for structures in all types of soil excluding roc
b!tment
=
6.77 4 0.098 4 10.85 4 2
=
Total ;or & Lane
1&.397
1&.&0
Ditto as ite 6A.01 a!ove !ut in soft disintegrated rock :
6.77 4 2.&02 4 10.85 4 2
=
352.875&18 Total ;or & Lane
6A.0"
#roviding and laying in position coarse sand !elow foundation including copaction in
b!tment
=
L
= L Total
0.000
6A.0$
%ack filling !ehind a!utents& wing walls& return walls :
0.5 4 2.315 4 &.01 4 10.25 4 2 Total
6A.0'
=
95.15 m3 ;or & Lane
4 1.1 = =
95.15 190.30
(ilter edia !ehind a!utent& retaining wall and return wall :
rea =
7.0175 4 8.967 4 pi- /& = &9.&22 m2
8.967 &.010
8.02 a ,!adrant =
&9.&22 4 0.3 4 0
b ac"
2 4 0.6 4 10.25 4 &.01
=
=
0.000 =
Total =
13&.01& 13&.01&
;or & Lane
*tructural ceent concrete for #lain+ ,einforced -oncrete in open foundation :
RCC M35 : b!tment
6A.1
=
--0.726.17 4 0.5 4 0.3 6.17 4 0.5 4 10.25 4 2
*tructural ceent concrete for #lain+ ,einforced -oncrete in su!structure& pier& pierca a!utent& a!utentcap& retaining wall & return wall& staircase& etc.
RCC M35 in abum!n:-
+irt all
=
0.903 4 10.25 4 0.3 4 2
b!tment
=
0.5 4 -0.72 0.72 4 3.507 4 10.25 4 2
cantile'er ret!rn =
-0.50.9/2 4 0.& 4 3.5 4 &
f!ll ret!rn )all
3.2 4 &.&75 4 0.5 4 &
=
;or & Lane
*tructural ceent concrete for ,einforced -oncrete in superstructure :
RCC M35 $o%i& $%ab :8.82 4 1 4 0.75 4 10.25
6A.22
= 67.80375 ;or & Lane
#roviding fixing in position *D reinforceent !ars
a b c d e
;o!ndation
168.8585 4 8 "g. 17& 4 135 "g. 136 4 120 "g. 21.525 4 80 "g. 6 4 50 "g.
= = = = =
T:TL = ;or & Lane
#roviding and laying in position controlled ,-- 34"0 in ker!s over !ridge excluding c
0.3 4 0.5 4 15.82 ;or & Lane
= =
#roviding and laying over the top of deck sla! '0 thick asphaltic concrete:
-8.82 0.02 4 2 0.3 4 2 3.5 4 2 4 0.05 4 8.75 ;or & Lane
#roviding and laying a layer of 1' thick astic asphalt over asphaltic concrete:
-8.82 0.02 4 2 0.3 4 2 3.5 4 2 4 8.75 ;or & Lane
1&&.03
=
288.00
=
#roviding and fixing 1'0 dia #8- downtake and runner pipe :
;or & Lane
=
Drainage spouts coplete as per 35* drawing 7o. *D+20' :
;or & Lane
= =
=
#roviding and fixing in position true to line and level : a9 tar paper !earings
0.&2 4 10.25 4 3
=
12.300 m2
;or & Lane
#roviding laying %uried type Expansion oint :.
2 4 10.25 ;or & Lane
25.00 m2
=
= =
20.50 (m &1.00 (m
,einforced ceent concrete railing with 3 "0 grade concrete:
-8.82 0.02 4 2 0.3 4 2 3.5 4 2 4 1.0 6A.2
21.53 m3 &3.00 m3
= =
,einforced ceent concrete 34"0 grade concrete crash !arrier including reinforceen
-8.82 0.02 4 2 0.3 4 2 3.5 4 2 4 2.0 ;or & Lane
0.000
*tructural concrete grade 3 "0 in ,einforced -eent -oncrete in approach sla!s excluding reinforceent :
10.25 4 3.5 4 0.3 4 2 ;or & Lane
=
= =
32.920 66.00
#lain ceent concrete 3 1' leveling course !elow foundation of !ridges& pile caps& retaining walls& !elow approach sla!s for !ridges :
elo) b!tment elo) #ier
6.&7 4 10.55 4 0.1 4 2 &.55 4 9.8 4 0.1
= =
13.26& &.&59
elo) approach ;loor #rotection
10.25 4 3.5 4 0.1 4 2 3247.9840.&5
= =
7.175 11&.91
Total
2&.898 ;or & Lane
6A."1
#roviding weep holes in retaining wall& a!utent and retaining+return walls :
b!tment
=
15 4 2 4 2
=
60 os.
;or & Lane
120 os.
#roviding and laying in position hand packed !oulder pitching on slopes of e!anke in front of a!utents and in launching apron:
;ront ac"
= L &9.&22 4 0.3 4 2
= Total ;or & Lane
29.65 29.65
6A."
#lain ceent concrete in 320 grade in toe wall at the end of the stone pitching !ed p
Length of toe )all re!ired at each side
=
rea of toe )all section
=
>ol!me of concrete re!ired for Toe all ed #rotection = 3247.9840.15
= =
Total >ol!me of $oncrete
= ;or & Lane
6A."/
=
#roviding 1'0 thick coarse sand !elow !oulder pitching on slopes of e!ankent& in front of a!utents and in launching apron:
;ront ac"
= L &9.&22 4 0.3 4 2
= Total ;or & Lane
1&.83 1&.83
bridge ch slab ment ment fo!ndation
)a*
!ct!re itching -/
=
14 8.82 = 8.82 m = 3.50 m = 10.25 m 10.25 m = &9.62 m = . m = . m = 0.500 m = 0.75 m Y 0.60
m
0.5
0.897 m
:
m3
&.30563
m3 4 1.1 = =
1&.397 m3 29 m3
388.16296 m3
4 1.1 = =
388.1* m3 77*.33 m3
=
0.000 m3 0.00 m3
layers :
m3 m3
2.315
m3 m3
30o
&.01 4 2 =
&.010
8.02
&.01 4 1.5 = 6.015
m3 m3 m3
13&.01 m3 =
2*8.03 m3
=
8&.&3 m3
Total = ;or & Lane
8&.&3 m3 =
p
=
5.553 m3
=
51.763 m3
=
0.83102 m3
=
28.6& m3
8&.&29 m3 1*8.8* m3
T:TL
86.788 m3 =
=
t!re
=
m3 13*.00 m3
=
1&.353 23.&90 16.320 1.722 0.3 56.185 114.00
T T T T T T (
ost of reinforceent
2.37 m3 *.00 m3
7.20 m3 1&.00 m3
m2 m2 2 No). 4 No). 2.8 m 5.* m
m3 174.00 m3
(m
:
(m (m
m3 m3 m3 m3 m3
t!re
4 1.1 =
2&.898 m3
=
50.00 m3
t&
m3 m3 m3 4 1.3 =
38.5&9 m3
=
78.00 m3 300
