WB Pwd Schedule-sor Nh 2015-16
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Foreword
The National Highway Planning & Design Circle published the 7
th
edition of Schedule ofNational Highway works for the year 2014-15 in West Bengal in July, 2014 that came into
effect from 10th July, 2014, Which was very first occasion in the history of the NH wing of
P.W.(R)Department, Govt. of West Bengal to issue the SOR in public domain free of cost in
the Web. Thereafter getting a number of good suggestions from various levels of field
engineers, vis-à-vis the resolution emerged out during the course of different monthly review
meetings of the NH works under the chairmanship of the Principal Secretary, P.W.D & PWRD,
Govt. of West Bengal, annual revision of SOR was of absolute necessity.
Based on the input received from various reputed manufacturing houses/organizations
related authorities, the updating of SOR has been compiled by the officers of N.H. Planning &Design Circle. Standard Data Book for analysis of rates (1st revision, 2003 of MOST) has been
followed in framing up of item of works and analysis of rates. Specifications for Road & Bridge
Works (5th revision, August 2013) have been strictly followed.
This Eighth publication will come into effect from 16.04.2015 onwards.
For any item not covered by the schedule, if that item is absolutely necessary on a work the
concerned Superintending Engineer has to approve the rate with intimation to Superintending
Engineer, N.H. Planning & Design Circle for record & reference. It is expected that, field
Engineers will continue to send feed-backs regarding their experiences in handling the PresenSchedule of Rates for NH works 2015-16 with suggestions and updated data for furthe
revision in future.
The NH wing of P.W. (Roads) Department is thankful to the officers of N.H. Planning & Design
Circle, who have updated the Schedule of Rates, for their sincere efforts in collection of input
and the Computation work in the shortest possible time.
Khadya Bhaban1st floor, Block-A
11A, Mirza Galib StreetKolkata-700 087Phone: (033) 2252-0516Fax: (033) 2252-0553mail Id: [email protected] Dated: The 31st March, 2015
(Shakti Brata Basu)
Chief Engineer
National Highway Wing
P.W.(Roads) Directorate
Govt. of West Bengal
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2014
(1 , 2003)
& (5
, 2013). 5 2013.
,
., 20152016
.
(1 , 2003) &
(5 , 2013), ,
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.
()
1 .5
9 .68
1 , ,
71
2 75 82
3 , 85 100
4
, ( )
103 112
5 () 115 130
6 133 136
7 139 142
8 ,
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() ;
1.
2.
3.
4.
NH
ANDAD DAA BOOK FO ANALI OF AE 1994 BLIHED B
HE MINI OF FACE ANO (OAD) ING, GOENMEN
OF INDIA AND IN ANCE OF CHIEF ENGINEE, NAIONAL
HIGHA, .. (OAD) DEAMEN. A, 199798.
. A
M .
NH 201516 16.04.2015 NH : 201415,
10.07.2014
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) L, & M ; ) ; )
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ECIFICAION FO OAD AND BIDGE OK (5H
EIION)2013 M ( ), G
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FO OAD AND BIDGE OK (5H EIION)2013
.
A ANDAD DAA BOOK FO
ANALI OF AE (1 2003) MO .
.
F , ,
E
.
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() ;
C () @10 % ( + + )
C () @ 1 () % ( + ++)
= ( + + + + )/
III)
1)
2)
3)
4)
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7)
8)
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& .
L A.
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() ;
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MO
. F , ,
, ( ), .
.
(I N D B A , MO,
, 2003)
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D C A C 2
/ /
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C A .
8.
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MO&H ,
, ,
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() ;
N . A C .
,
. I
D
.
F , ,
, ,
, ,
. ,
.
B
.
M
.
( K M) E
NH & D C 27 D M, 2015 .. () D
G. B
2 2.5
1.5 450.
I .,
.
.
A 6 12 D
12 6. F ,
.
,
. .
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CHAPTERCHAPTERCHAPTERCHAPTER A AA A
APPROXIMATE MATERIALAPPROXIMATE MATERIALAPPROXIMATE MATERIALAPPROXIMATE MATERIAL REQUIREMENTREQUIREMENTREQUIREMENTREQUIREMENT
FOR FOR FOR FOR
DIFFERENT ITEMS OF WORKSDIFFERENT ITEMS OF WORKSDIFFERENT ITEMS OF WORKSDIFFERENT ITEMS OF WORKS
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(A) ; B A
9
A A
AA AA
&
3.5 ( )
. G 80% = 0.350 C.
. E = 1.40 . /C.
3.9 ( )
. G 80% = 0.350 C.. E = 5.60 . /C.
3.12
. G 80% = 0.350 C.. E = 5.60 . /C.
3.13 ( )
. G 80% = 0.350 C.
. E = 1.40 . /C.
3.23
. B E = 0.23 .
3.27
1) . 100.=1
2) G C /G / 3003,5 &H , 2013:
F GI
(C...)
. (3)
5.6 0.010
2.8 0.011
1.4 0.034
710 0.048
. (3)
355 0.073
180 0.043
90 0.022
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(A) ; B A
10
&
F GII
F GIII
3.28 A
1) G C /G 3004 :
F A
F B
3.29 .
. C . . 12.8 CC( 20 G) C
. . 12.8. HD = 0.039 C.
3.34
. G 80% = 0.206 C.
. E = 0.82 . /C.
C H & B (5 ) 2013
. (3)
22.4 0.006
11.2 0.056
5.6 0.079
2.8 0.032
710 0.037
. (3)
355 0.016
90 0.013
. (3)
22.4 0.047
11.2 0.094
5.6 0.053
. (3)
2.8 0.031
1.4 0.006
90 0.006
. (3)
10.0 0.037
5.6 0.027
600 0.035
. (3)
150 0.029
75 0.007
. (3)37.5 0.010
20.0 0.111
10.0 0.014
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(A) ; B A
11
&
4.1 / & :
F GI
F GII
F G
F G I
: , I/II//I 4001 &H & B (5 )
2013.
4.2 / & :
. (3)
2.36 0.13
0.425 0.22
0.075 0.16
. (3)53 0.13
26.5 0.22
10.0 0.29
5.6 0.13
. (3)
26.5 0.19
10.0 0.26
5.6 0.16
2.36 0.16
. (3)
0.425 0.35
0.075 0.16
. (3)
53.0 0.13
26.5 0.22
10.0 0.29
5.6 0.19
. (3)
2.36 0.26
0.85 0.12
0.425 0.08
. (3)
26.5 0.1610.0 0.29
5.6 0.29
. (3)
2.36 0.320.425 0.17
0.075 0.05
F G III
. (3)
26.5 0.48
5.6 0.54
0.075 0.26
F G I
. (3)
26.5 0.45
5.6 0.51
0.075 0.32
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(A) ; B A
12
: , III / I
4001 &H & B (5 ) 2013.
&
4.3
. = 50 K 3.. = 0.240 K 3.
4.4 B
. = 50 K 3.
. = 0.240 K 3.
4.5 B / B
. C = 70 K 3.
. = 0.240 K 3.
4.6
. C = 0.08
. G /, .
: ,
4004 &H & B (5 ) 2013.
4.8 .
. B = 1.20
. = 0.18 K .
. (3)
600 0.33
300 0.18
75 0.29
. (3)
37.5 0.03
20.0 0.32
10.0 0.06
5.6 0.06
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(A) ; B A
13
&
4.9 . B ( . 4009, 40010 & 40011)
A.
1
(75 )
.
2
(75 )
.
63 0.07
53 0.59 0.03
45 0.56 0.26
22.4 0.10 0.96
11.2 0.07
B. ( ./3)
1 (75
) .
2(75 )
.
A
13.2
11.2
5.6 0.13
180 0.05 B
11.2
10.0 0.03 0.03
5.6 0.08 0.08
180 0.17 0.16
C
0.31 0.31
C. B ( ./3)
1 (75 )
.
2 (75 )
.
2.36 75 0.08 0.08
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(A) ; B A
14
: . F
4009, 40010 & 40011 &H & B (5 ) 2013.
&
4.12
= 0.08K 3
: , F
40013 &H & B (5 ) 2013.
4.16 &
A. : 400 1 . .
4.1 ( G GB )
F GI
F GII
B. . 15: 0.025 /.. . . 12.8
. 1:3
. = 0.013 /..
. C = 6.1 /..: , F
4001 &H & B (5 ) 2013.
4.17 :
53
. (3)
45 0.03
22.4 0.36
11.2 0.26
5.6 0.23
D 0.43
. (3)
53 0.13
26.5 0.22
10.0 0.29
5.6 0.13
. (3)
2.36 0.13
0.425 0.22
0.075 0.16
. (3)
26.5 0.19
10.0 0.26
5.6 0.16
2.36 0.16
. (3)
0.425 0.35
0.075 0.16
. (3)
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(A) ; B A
15
. (3)
90 0.23
(C...)
&
37.5
: , F
40014 &H & B (5 )
2013.
4.18 :
480 C.. (720 , D 1.50 / C.)
+ F @ 20% 720 = 144 : F = 4 : 16, = 29
F = 115
= 576 .. = (576 / 1.6) C = 360 C.
1 C. , = 0.06042 = 60.42 K 1 C. , F = 0.23958 = 239.6 K 1 C. , = 0.75 C.
45 0.09
22.4 0.34
5.6 0.43
710 0.23
. (3)
22.4 0.07
5.6 0.66
710 0.33
90 0.26
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H (AD) D ; B GEEA
I &
5.1 C
B E
) MM/BM = 0.70 / .) /C M = 0.90 .
= 1.17 L ..
5.2 C
B E
) B = 0.20 / .) G = 0.25 .
) C C = 0.30 .
5.3 B
:
B 73 K 75 K
0.08 0.08
0.08 0.08
3.30% 3.40%
0.56 0.33
0.43 0.65
0.09 0.21
. F
5007 M&H' & B (5 ) 2013.
5.6
B (%)
0.07
0.11
0.07
37.5
26.5
20
2.36
300
75
13.2
G1 40
80
100 (L
) .
G219
50 75
(L )
.
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H (AD) D ; B GEEA
I &
5.6 D G B
:
5.8 B C
:
127 K (M)
0.13
150
B (%)
5.20 % (.) 5.40 % (.)
75 0.13 0.23
300
F(2 %
)(C / /
)
45 45
B 123 K (M)
1.18 0.13 0.13
600 0.09
0.09
0.10 0.24
5.6 0.25 0.25
0.09 0.10
2.36 0.13 0.18
0.2075
B (%)
F(2 % )(C / /
)
0.13
0.27
0.16
20 0.07
G 1
19 (
50)
C
G 2
13.2
( 30
40) C
45 K
. F
50010 M&H' & B (5 )
2013
B 92 K (M) 104 K (M)
4.5% (.)
300
0.22
0.32
13.2 0.38 0.07
10
0.19
45 K
0.30
G1
37.5
(L 75
100 ) .
0.04
0.28
G2
26.5
(L 50 75
) .
0.30
0.16
0.07
0.17
0.20
37.5
26.5
5.6
13.2
. F
500 17 M&H' & B (5 )
4% (.)
2.36
20
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H (AD) D ; B GEEA
I &
5.9 .
:
5.10 . G
:
5.11 . CG /
:
B 2.20 K 1.90 K
. F 50019 M&H' & B (5
) 2013
5.6 0.0081 0.0142
2.8 0.0119 0.0072
90 0.007 0.004
13.2
11.2 0.0016
B 1.46 K 2.153 K
A
B
20 .
B
B
20 .
. F
50023 & 50024 M&H' & B
(5 ) 2013
13.2 0.018 0.018
11.2 0.009 0.009
0.00013
B 1.20 K 1.00 K
CI.
B
.
CII.
C B
E
.
. F
50021 M&H' & B (5
) 2013
5.6 0.0017
2.36 0.0004 0.00025
20 0.0011 13.2 0.0109 0.0007
75 0.00015
CI. 19
.
CII. 13
.
10.0 0.0025 0.0073
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H (AD) D ; B GEEA
I &
5.12 . C
:
5.14 . 25 A
() B @ 2% . = 0.014 K .
:
5.15 . C
:
1.21 K
.
. F
50025 M&H' & B (5 )
0.75 .
.
2) CI . A .
0.72 K .
CII.
46
M
1.39 K
.
() C E
B
() L 80 % @ 17.92 %
. = 10.29 K ..
() C 5.6 13.2 @ 40 % . = 0.0157 C.
.
() 13.2 = 0.00057 C.
.
1) Quantities are only for estimation. For execution grading shall conform to table 500-39,
500-40, 500-41 & 500-42of MORT&H's specification for Road & Bridge Works (5th
Revision) - 2013
F
5.6
(20%) &
2.36
(80%)
= 0.0091
C 2
0.31 K
.
0.85 lit.
per Sqm.
CIII.
68
CI.
23
. F . 511.2.2 &
511.2.3 M&H' & B (5 ) 2013
() F 2.36 0.075 = 0.011
C./.
L C
A
.
() C A
0.009
F
2.36 = 0.0031
C. .
F
5.6 5%
2.36 &
95%=
0.00638
C. .
0.60 lit. per Sqm.
0.11 K. . 0.22 K.
.
2.36 90 0.006
B 0.98 K
() C
F @ 2%
()
0.68 K
5.6
C
B
.
() B 85/25 G 40
( 100C) = 5.714 /
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H (AD) D ; B GEEA
I &
5.16 . B
C = 70 % = 1.0304 .
) 37.5 26.5 @ 23 % 1.0304 C.= 0.237 C.. / C.. C .
) 26.5 10 @ 15 % 1.0304 C.. = 0.155 C.. / C.. C .
) 10 5.6 @ 20 % 1.0304 C.. = 0.206 C.. / C.. C .
) B 5.6 @ 40 % 1.0304 . = 0.412 C.. / C.. C .) F : C @ 2 % 2.30 = 46.00 K. / C.. C .
) B = 81.00 K / C.. C .
5.17 F
A C B E @ 0.75 K .
B
) C 2.36 @ 3.75 K .
) C B E @ 2% = 0.075 .
5.18 . B C ( )
0.068
0.068 0.367
0.510 0.327
0.238 0.163
0.374 0.286
0.17 0.15
109.76 K 109.76 K
43.9 K 43.9 K:
5.19 A B
) 4.75 75 = 1.38
ii) Cement or Rock dust as filler @ 2 % = 43.90 Kg per cum.
) B @ 5 % =109.76 K
:
0.356
0.494
13.2
300
: I E F
A
CI.
C
B
26.5
. F
50044 M&H' & B
(5 ) 2013
20
0.16575
0.066
0.145
2.36
0.316
0.23 0.158
0.494
175.61 KB E
C175.61 K
43.9 K
CII.
E
26.5
/
26.5
0.362
43.9 K
0.277
L
CI.
B &
13.2
/
0.066
. F
50014 M&H' & B (5 ) 2013
5.6
CIII.
C
B
13.2
/
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H (AD) D ; B GEEA
I &
5.21 C C ( )
:
CAE I B I G
) G B 80/100 = 1.05 / ..
) G 10 % = 1.10 ./ ..
5.22 C
0.0724
0.326
0.3984
0.4347
0.1646 0.5927
0.2173
0.3293
0.2305
98.78 K 186.60
K
29.27 29.27
:
NIL
0.4210
37.5
CI. 75
>9 &
>50%
. F 500
43 M&H' & B (5 ) 2013
13.2 0.07
F
( )
@0.9
/
&5.6
@0.01
/
B /
CIII.25
29.27
CII. 40
1.3 5.6 0.006 &
11.2 0.006
600
. F
50047 M&H' & B
< 6
2.36
C
0.28
A
(/)
26.5
75
300
B E C153.66 K
150
D
1.1 5.6 0.01
6 9
20
1.5 11.2 0.012
0.635.6
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H (AD) D ; B GEEA
I &
6.1 D C C
F A : C : @ 0.45 C.. / C.. C .
C: @ 150 / C.. C .
: @ 106.67 . / C.. C .
:
2) F 20% .
C 30% 601.2.3 M&H'
& B (5 ) 2013
6.2 C C
C: 43 G @ 360 / C.. C .
J = 0.833 K / C.. C .
= 0.110 K / C.. C .
C C :1.76 . / C.. C .
: 1) A 1% .
1.25 D =0.044 .. / C..
C .
A I M 9103 1999 @ 0.5 % . C = 1.97 / C .
2) . F
6003 M&H' & B
(5 ) 2013
3) F 20% .
C, C 310 /..
602.3.2 M&H & B (5 )2013
C A : 26.5 & 11.2 (
602.2.6.4 M&H' ) @ 0.9 / . C .
F A : C ( 602.2.6.3 & 602.2.6.4
M&H' ): @ 0.45 / C .
:32 M D G 240 @ 9.0 /C..
C .
:16 D G 415 @ 1.11 /
C.. C .
I 125 =3.50 .. / C.. C .
J F 25 E = 0.016 .. /
C.. C .
: @ 205.71 . / C.. C .
C A : 26.5 & 11.2
@ 0.9 C.. / C.. C .
1) . F 600
1 M&H' & B (5 ) 2013
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H (AD) D ; B GEEA
I &
6.3
6.5
F A : C : @ 0.25 C.. / C.. C .
C: 43 G @ 150 / .
: @ 106.67 . / .
6.6 C F C
C: 43 G @ 340 / C.. C .
J = 0.833 K / C .
= 0.110 K / C .
1.25 D =0.044 .. / C .
C C :1.76 . / . C .
: @ 205.71 . / . C .
E:
G C = 400 C.. C .
15 % C F = 60 C.. C .
I 125 =3.50
.. / .
C A : 40
2 IC: 741979 @ 0.9 / .
J F 25 E = 0.016 .. /
.
A I M 9103 1999 @ 0.5 % .
C = 1.97 / C .
IE DEEED
: F A C I 3812 ( II) :@ 0.20 C/ .
F A : C I 383 C 602.2.4
: @ 0.4048 / .
:32 M D G 240 @ 9.0 / C.. C
.
:16 D G 415 @ 1.11 /
.
C A : 26.5 & 13.2
@ 0.9 / .
B /
C F
: F A C I 3812 ( II) : @ 0.104 / . .
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H (AD) D ; B GEEA
I &
B C = 85 % = 340 C.. C .
G C = 0.45 C.. C.. C . =
10 % F = 0.045 C.. = 44.0 C.. C .
B = 0.45 0.90 = 0.405 C.. C.. C .
F = 60.00 + 44.00 = 104.00 = 0.104
7.1
M
() G = 1.00 . .
() G = 1.00 . .
() G = 2.00 . .
7.2
M
() G = 1.25 . .7.3 F
M
() F = 1.05 . . C
() 80 / 100 = 1.00
7.5 E
7.5() , ,
A
60 5 3102
1. G 1 /
2. C 1 /
3. A 1 /
4. 1 /
5. G / F / 1 /
B
7.5() CC
() HD @ 5 / .. . N. 13.6
() 150 . = 1.0. /M .
G 3102.8
I .. / ..
() .C.C. M 35 F E 18
= 0.18 C.. / .. .N.12.8.
A 10
, /
, , .
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H (AD) D ; B GEEA
I &
8.1 C C 20
AM
) C 20 = 0.061 C.. / .
) C = 0.030 C.. / .
) C = 15.83 / .
) = 83.33 . / .
M
) C 20 = 0.061 C.. / .
) C = 0.030 C.. / .
) C = 15.83 / .
) = 83.33 . / .
8.2
M
) C 20 = 0.122 C.. / .
) C = 0.061 C.. / .
) C = 30.03 / .
)
M
) C 20 = 0.122 C.. / .
) C = 0.061 C.. / .) C = 30.03 / .
) = 0.12 KL / .
8.3 1
) H
= 0.00044 . / 1.0 .
) E & :H .
= 0.0003 . / 1.0 .
8.4 M :
) E F = 0.216 C.. .
) C C M 15 G= 0.12 C.. L. N. 12.8.
) 2 () = 0.43 2 .
) M A I 75 75 5 = 19.00 .
) 90 E 0.35 .. (C.)
( M, C
)
)
& .
C C 20
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H (AD) D ; B GEEA
I &
) 60 E 0.156 ..
) 60 C 0.283 ..
) 80 60 0.48 ..
) 60 45 0.27 ..
) 60 60 0.36 ..
) 90 0.672 ..
8.5
M :
I : C I
) E F = 0.216 C.. 0.9 .. .
M
8.6
M :
) E F = 0.43 C.. 1.5 .. .
M
)
= 0.90 .. .
: A 2 %
: 2 % , , ,
.
D
0.90 B
) 2 () = 0.86 . 1.5 .
.
) M I 75 75 6 , 2.85 2 () . = 38.00
1.5 .. .
) A
= 1.50 .. 1.5 .. .
: 2 % A I , , .
D
0.90 B
) 2 () = 0.43 .. 0.9 ..
.
) M I 75 75 6 , 2.85 = 19.00 0.9 ..
.
) C C M 15 G 0.12 C.. 0.9 ..
) C C M 15 G 0.24 C..
1.5 . . N. 12.8.
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H (AD) D ; B GEEA
I &
8.7
A AND EICAL
M :
B ALMINIM ALL LAE F E HEAD IGN
8.8
M :
) 803.3. = 0.15 L .
8.9
M :
) .= 0.125 L .
8.10
M :
) .= 0.15 L .
8.11
M :
) I: 164.= 0.148 L .
M :
) I: 164.= 0.148 L .
8.12
) 10 .
M :
) I: 164.= 0.09 L .
) 10 .
M :
) I: 164.= 0.09 L .
8.13
H = 2.5 L .
0 25 K
N: ) E F C
.
) L A
. C.
, , , .
, , , .
) A A / G 5% = 1.05
: ) A 1 % , , ,
. ) A 15 % F .
) A A 2 ,
801.3 = 1.00 ..
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H (AD) D ; B GEEA
I &
8.14
M : ()
) M 15 = 0.39167 C 0.21
) = @ 3.68 K N. 0.10
0.040.18
) L = 300 107.84K
M : ()
) M 15 = 0.2693 C 0.14
) = 1.9 K 0.07
0.03
0.12
) L = 120 74.15K
M : : ()
) M 15 = 0.048 C ) 40 0.02
) = 2 K N. ) 20 0.01
) 10 0.01
0.02
) L = 10 13.22K
8.15
M :
8.16
M : ()
) M 15 = 0.022 C 0.01
b) Steel Reinforcement = 1.4 Kg 0.005
0.005) L = 40 0.01
) =0.21 C. . 6.06K
8.17
M :
) B = 11.17 @ 9.38 /100 = 1.05 .
) C
) C
)
) E . = 0.042 3
) C
) C
)
) E . = 0.20 C
) C =
0.815
:
:
) 40
) 20
) 10
) 10
) C =0.19 ) C
) 40
) 20
) E . = 0.28 3
) C
)
) 40
) C
)
) 10
) C
) 20
) E . =0.19 3
:
) C =
1.642
Per number of Boundary pillar
C II
IC: 79 =1 N.
) H ( )
) 5 . . ( )
) . . ( )
GI 1.2
) M.. 40406, 23 @ 3.5 / = 2.68 : A 2% , .
) A = 0 07
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H (AD) D ; B GEEA
I &
8.18
M :
) B = 14.267 @ 9.38 /100 = 1.34 .
8.19
M :
) 50 . G.I. @ 5.15 / = 0.79
) 505 = 0.867 / .
) = 0.248 ./.
8.20
M :
) E (6 ) = 0.1296 C. .
) = 0.471 . .
) = 0.216 . .
) 50 I 1239 =3.00 . .
8.21
M :
) E = 0.1296 C. .
)F M15 G CC = 0.0648 C. . . 12.8
) CC M 20 1.8 =0.032 C L. N. 14.1
) = 0.471 . . N.8.9.
) 50 I 1239 =3.00 . .
) M.. 50506, 33.80 @ 4.5 / = 5.07
: A 2% , .
GI 1.8
: A 2.5 %
,
(IC ) 100 50
F 75 50
) M (IMC ) = 1.08 . /. @ 9.2 . =
9.936 .
CC , 1.2
) M (IMC ) = 1.08 . /. @ 9.2 . =
9.936 .
)F M 15 G CC = 0.0648 C. . L. N. 12.8.
) 75 50 @ 4.0 . = 1.26 . =5.04 .
75 25 @7.75 . = 1.26
/. = 9.765 .
) A =
0.13 .
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H (AD) D ; B GEEA
I &
8.22
M :
)CC M 25 = 0.30 . . 14.1
) HD =0.028 .
iii) Pre-moulded asphalt filler board =0.032 Sqm per m.
8.23
M :
) N =4.44 .
M :
) C , 3 , "" = 16.209 .
) C 150 75 5 2 . ,3 @ 16.4 = 21.89 .
) N =6.67 .
8.24
:
8.25
M :
) J 100 75 16.5 @ 11.5 . =12.65 .
) N 2. = 3.067 K .
) 40 , 7.50 % = 4.33 .
) 150 75 5 .33 . 3 @ 16.4 . =
3.608 .
E
: 15 % .
: 25 % & .
) 150 75 5 0.546 . , 3 @ 16.4 . =
5.9696 .
CC
A) A ""
) C , 3 , "" ,4.5
= 9.158 .
) C 150 75 5 1.8 . 3 @ 16.4 =
19.68 .
) 8 1.5 . E = 12.56 / .
) A 1 1 /
,
II
.
B) B ""
F ,
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H (AD) D ; B GEEA
I &
8.26
B. A
) 25 =16 . .
A 5 % , , , , , .
) = 1.83 . .
C. A
) A 50 50 6 =1.567 . = 7.05 .
) M 3 @ 24 . = 6.00 .
A 5 % , , , , , .
)A =0.57 ./
8.27
A. F
M :
) 250 = 1
B. F
M :
) 250 = 1
8.28
M :
) 70 = 1
A 5% , , , ,
.
)
9 . =1
( )
( )
A 1% , , , ,
.
)
5 . =1
) M 600 300 3 N @ 24 . =
4.32 .) M 250 , 3 , 4 N. @ 24 .
=4.80 .
)
= 4.63 . F
)
= 5.75 . F
)
9 . =1
A 5% , , , ,
.
)
=2 76 F
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H (AD) D ; B GEEA
I &
8.29
CAE I
M :
) CC 300 = 1 /.
) C 300 = 0.45 . .
) C 1 :2 = 0.001 C. . . N. 12.6.
CAE II D M :
) CC 300 = 2
) C 300 = 0.90 . .
) C 1 :2 = 0.002 C. . . N. 12.6.
CAE III
M :
) CC 300 = 3 .
) C 300 =1.35 . .
) C 1 :2 = 0.003 C. . . N. 12.6.
8.33
) G
M :
: 15 %
1 %
G
) / B 1 : 6 = 0.118 . . N. 12.7
) G I 6 = 0.36
C. .
) / B 1 : 6
= 0.1685 . . N. 12.7
) G I 6 = 0.72
.
) / B 1 : 6
= 0.219 . . N. 12.7
) G I 6 = 1.08
C. .
A / G 5 % = 1.05
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H (AD) D ; B GEEA
I &
8.34
A.
) 900 20 = 4 N. .
) 20 = 7.5 .
: 1 % .
B. / ,
) B = 2.50 N .
) = 0.4 C .
) 20 =0.75 .
: 1 % .
C. ()
M :
) 50 , 1.2 = 4 N. .
) = 1.20 KL .
) 20 =10.00 .
: 1 %
8.35
M :) 100 100 F =1 N. N.
: 10 % .
8.36
M :
) C 150 =1 N .
8.39
iii) Steel pipe 25 mm dia 10.00 m for each
) CGI = 8 : 25 % . ) )
8.43
M :
) 45 45 5 =25
) M 300 , 2.5 2.6 =15
) =0.5
/
( )
( )
N : 2 % , ,
.
) E/, / / 3 & 13
) 100 3.50
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H (AD) D ; B GEEA
I &
8.44
A.
M :
) 50 50 5 , 2M ,2 =15.00
) M 12 G, 3 N 200 4 =50
) =1.00
B.
= 0.18 C. F
: 1 % , , .
C.
) = 1800.00
) = 22
) = 0.09 C ) =1.25
8.45
M :
) 300 1.2 / = 1
) = 0.5
8.46
M :
) F 600 600 = 1N ) 25 1 = 1 N
: 1 % , ,
.
( )
F ( )
D ( )
/ &
( M&H' ,5
50050 ).
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H (AD) D ; B GEEA
35
I &
9.1 CC 1:3:6
) 40 A = 0.92 C. C.
) = 0.46 C C.
) C = 220 C.
) = 1.2 K C.
9.2 CC 4 /
A. 1000 .
) = 0.0056 C. .
) C = 4 .
) G 5.6 = 0.36 .
B. 1200 .
) = 0.0072 C. .
) C = 5.6 .
) G 5.6 = 0.4 C. .
9.3 CC 4 /
..
A. 1000 .
) = 0.0112 C. .
) C = 8 .
) G 5.6 = 1.00 C .
B. 1200 .
) = 0.0144 C. .
) C = 11.2
.
) G 5.6 = 1.10 C .
10.4 , 20
) C 13.2 = 0.018 C. .
) C 11.2 = 0.009 C. .
) B G30 = 1.46 .
) B = 0.24
.
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H (AD) D ; B GEEA
36
I &
10.5 B
G I
19
( 50)
G II
13
( 40)
20 0.004 .
13.2 0.021 0.006
11.2 0.009 0.011
5.6 0.005 0.016
2.8 & 0.032 0.024
75
A 5% 0 0
B
0.24 K 0.24 K
F 2.2 K 1.76 K
B 5.5 K 4.6 K
10.6 C
) =0.066 .
) C D = 0.00004 C. .
C 2.36 10% 0.075
10.7 D
C 2.36 10 % 0.075
D @2.5/
10.8B C
C B
/
A
(/)
3 0.9 5.6 0.01 I
< 6 1.1 5.6 0.011 C
6 9 1.3 5.6 0.006 &11.2 0.006
F ( )
@0.9 /&5.6 @0.01
/
>9 &
>50%1.5 11.2 0.012 D
(C..)
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H (AD) D ; B GEEA
37
B I G
B (G 30)@1.05/
10.8C
C I C II C III
23 46 68
) C.B.E 0.72 / 1.21 / 1.39 /
) F.A.0031 /
(2.36 & )
.00638 /
(5.6 5% ,2.36 &
95%)
.0091 /
(5.6 20% ,2.36 &
80%)
)
F 0.11 / 0.22/ 0.31 /
10.9
) E = 0.25 .
) E = 1.00 .
10.10
) = 0.025 .
) = 0.10 .
10.13
) G = 0.175 C.
) E D @ 1 2 = 0.7 C.
11.2 ""
) I 15
"D" = 1.00 .
) 7.5
"D" = 2.00 .
11.3
""
) = 0.0018 C. .
) F = 1.00 .
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H (AD) D ; B GEEA
38
I &
11.4
=0.90 K .
11.5
) = 0.006 C. .
) F = 1.00 .
11.6
=0.60 K .
11.7
A. .
) H 2 30 = 6.80 . .
) = 0.0467 C. .
) = 0.03 K .
B.
) = 0.02 C. .
) = 0.005 .
) = 0.3 K .
)H ( ) @ 10% = 0.68 . .
11.8
A. .
C 3.00 &
:
) =0.2 .
) = 0.8 .
) = 0.0634 C .
) =0.5
) = 0.036K .
(C)
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H (AD) D ; B GEEA
39
I &
B.
) / =.01/) =0.02 . ( )
) = 0.08 . ( )
) =1.5
) = 0.18 K .
11.9 ( )
) 2 25 = 1
) F = 0.094 C. F
) = 50
) = 1.2 K
11.11
, , ,
, ..
11.12 /
C, , , .
11.13 C
C , , ,
11.14 H , 2 , . 1.25
1.2 0.20 (F
) B 2 = 230.00
) C ( 1:6 ) = 0.025 C. F . . 12.6.
11.15 2 ,
) B 2 = 5.00 .
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H (AD) D ; B GEEA
40
I &
11.16 53 . A 1.3
( )
) E = 1 ) 50 0.5 = 0.65 K
) 6 10 = 22
11.17 53 . A 2
( )
) E = 1.50
) 50 0.5 = 0.65 K
) 6 10 = 50
) 303 = 1.3
11.18
) A, , . = 1.05
) = 0.05
: 5%
11.19 ( )
) 256 =19.20
) 253 =9.60
=1.770 . . 8.9.
11.20 ( )
) 30303 =13.50
) 253 =18.00
) 3 =6
=1.50 . .8.9.
11.21
) 1 1.5 2 =290
10% = 29 = 290+29=319.
) D / ( = 60.90 . )
) D / ( = 4.00 . )
) =0.50 (C)
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H (AD) D ; B GEEA
41
I &
) = 1.50
) =18 K
12.1 E
III. H
) B = 0.35 . /
) E = 1.4 . /
12.2
15 =1 /
E: . . 12.8 A
12.3 F
=1.20 / .
12.4 CC 1:3:6
) 40 =0.60 /
) 20 =0.30 /
) C =0.45 /
) C =230.00 ./
12.5 1:3
) B 1 =500 C.
) C 1:3 = 0.24 C C. . .12.6.
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H (AD) D ; B GEEA
42
I &
12.6
G
C
()
()1:2 0.67 0.93
1:3 0.51 1.05
1:4 0.4 1.12
1:6 0.29 1.34
12.7 1:3
A. C ( )
) =1.1 C. C.) B =7 C.
) 1:3 =0.30 C. C . . 12.6.
B: ( / )
) =1.1 C. C.
) B =7 C.
) 1:3 =0.31 C. C . . 12.6.
12.8 /
:
A B C D E
CC
15
()
CC
20
()
CC
20
()
CC
25
()
CC
25
()
) 40 0.54 0.36 0.36
) 20 0.27 0.36 0.54 0.36 0.54
) 10 0.09 0.18 0.36 0.18 0.36
) C 0.45 0.45 0.45 0.45 0.45
) C )
275.33 K 344 K 347.33 K 399.33 K 403.33 K
) B 347.2 K 399.60 K 403.17 K
)
(C)
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H (AD) D ; B GEEA
43
:
F G H
CC
30()
CC 30
()
CC 35
()
) 40 0.36
) 20 0.36 0.54 0.54
) 10 0.18 0.36 0.36
) C 0.45 0.45 0.45
) C )
405.33 K 406.67 K 422.00 K
) B 405 K 406.67 K 422.00 K
)
12.9 16 . F
8.00 ( )
A. A 1.0. A = 1.25 .
) C E = 251.20
) = 750.00 .
B. A 4.0. A = 4.50 .
) C E = 904.32
) = 6000.00 .
) B 8" 9 . = 95 .
) B 2" = 190 .
C.
A 30 . 10 1.00 .
) C E = 15.00 .
) = 10.00 . .
12.10 40
) , , . = 1.05 .
) B = 20
.
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H (AD) D ; B GEEA
44
I &
12.11
A. C
I) CC G 20AEIA EIEE:
( 12.8 C)
) CC G 25
AEIA EIEE:
( 12.8 E)
) CC G 35
AEIA EIEE:
( 12.8 H)
B.
) CC G 15AEIA EIEE:
( 12.8 A)
) CC G 20
AEIA EIEE:
( 12.8 B)
) CC G 20
( 12.8 C)
) CC G 25
( 12.8 D)
) CC G 25
( 12.8 E)
) CC G 30
( 12.8 F)
) CC G 30
( 12.8 G)
) CC G 35
( 12.8 H)
) CC G 40
B , C
AEIA EIEE:) 20 = 0.54 / .
) 10 = 0.36 /
) C = 0.45 / .
) C = 430.00 . /
) =1.20 K/ 3
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H (AD) D ; B GEEA
45
I &
C. B ( 10 % .)
:
CI
CC
20
()
CII
CC
20
B
()
CI
CC
25
()
CII
CC
25
B
()
CI
CC
30
()
) 40
0.36 0.36 0.36
) 20
0.36 0.54 0.36 0.54 0.36
) 10
0.18 0.36 0.18 0.36 0.18
) C 0.45 0.45 0.45 0.45 0.45
) C
370.0 370 399.0 399.00 405.33
)
) 1.24 1.24 1.44 1.44 1.44
:
CII
CC
30
B
()
CI
CC
35
()
CII
CC
35
B
()
) 40 0.36
) 20 0.54 0.36 0.54
) 10 0.36 0.18 0.36
) C 0.45 0.45 0.45
) C
405.33 419.33 419.00
)
) 1.44 1.44 1.44
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H (AD) D ; B GEEA
46
I &
D. IEEDIAE G
) CC G 20
.
) CC G 25
.
) CC G 30
.
E. G
) CC G 15
. 12.8 (A)
) CC G 20
. 12.8 (B)
) CC G 25
. 12.8 (D)
) CC G 30
. 12.8 (F)
F. E CA
:
CI
CC
20
()
CII
CC
20
B
()
CI
CC
25
()
CII
CC
25
B
()
CI
CC
30
()
) 40
) 20
0.54 0.54 0.54 0.54 0.54
) 10
0.36 0.36 0.36 0.36 0.36
) C 0.45 0.45 0.45 0.45 0.45
) C
341.33 341 403.33 403.33 406.67
)
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H (AD) D ; B GEEA
47
I &
:
CII
CC
30
B
()
CI
CC
35
()
CII
CC
35
B
()
CC
40
B
()
) 40
) 20
0.54 0.54 0.54 0.54
) 10
0.36 0.36 0.36 0.36
) C 0.45 0.45 0.45 0.45
) C
406.58 422.00 422.00 435.00
)
) A 1.72
12.12 6 .
.
D. H (6 . )D 4.0
) G 80 % = 4.00 .
) E = 18.00 . / .
12.13 7 .
.
D. H (7 . )
D 3.0
) G 80 % = 7.00 .
) E = 30.00 . / .
12.14 8 .
.
D. H (8 . )
D 3.0 (C)
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H (AD) D ; B GEEA
48
I &
) G 80 % = 8.00 .
) E = 32.00 . / .
12.15 9 .
.
D. H (9 . )
D 3.0
) G 80 % = 10.00 .
) E = 40.00 . / .
12.16 10 .
.
D. H (10 . )
D 3.0
) G 80 % = 11.00 .
) E = 44.00 . / .
12.17 11 . .
D. H (11 . )
D 3.0
) G 80 % = 12.00 .
) E = 48.00 . / .
12.18 12 .
.
D. H (12 . )
D 3.0
) G 80 % = 14.00 .
) E = 56.00 . / .
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H (AD) D ; B GEEA
49
I &
12.19 D . I
H ( D )
D 3.0
) G 80 % = 10.00 .
) E = 40.00 . / .
12.20 C 1207.6 &H
) CC G 35
I. . 12.8(H) = 1.60 C C.
HD = 0.096 /
) B
) G 80 % = 0.300 C.
) E = 1.20 . / C.
12.21
= 1.20 / .
12.22 10 6
5 % = 1.05 / .
12.23 35 CC .
1000
IE DIA. = 1000 .
C G 35 = 0.785 C .
I. .12.11(C)
12.24 35 CC .
1000
IE DIA. = 1000 .
C G 35 = 1.13 C .
I. .12.11(C)
12.25 35 CC .
1000
IE DIA. = 1200 . (C)
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H (AD) D ; B GEEA
50
I &
C G 35 = 1.13 C .
I. .12.11(C)
12.26 35 CC
IE DIA. = 750 .
) CC G 35 = 0.4415 C. .
I. .12.11(C)
)
) CI = 160 ) 15 = 35
) =50
12.27 35 CC
IE DIA. = 1000 .
) CC G 35 = 0.785 C. .
I. .12.11(C)
) ) CI = 160
) 15 = 35
) =50
12.28 35 CC
IE DIA. = 1200 .
) CC G 35 = 1.1305 C. .
I. .12.11(C)
)
) CI = 160
) 15 = 35
) =50
.
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H (AD) D ; B GEEA
51
I &
12.30 35 CC
IE DIA. = 750 .
) CC G 35 = 0.4416 C. .
I. .12.11(F)
)
) CI = 160
) . = 70
) =40
12.31 35 CC
IE DIA. = 1000 .
) CC G 35 = 0.785 C. .
I. .12.11(F)
)
) CI = 160
) . = 70
) =40
12.34 35 CC
IE F IE = 750 750
) CC G 35 = 0.5625 C. .
I. .12.11(F)
)
) CI = 160
) . = 70
) =30
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H (AD) D ; B GEEA
52
I &
12.35
ECI F IE = H ECI EE C 400 250 (IHB )
) 5 % = 86.286 .
12.36
ECI F IE = H ECI EE C 400 250 (IHB )
) 5 % = 97.167 .
12.37 I: 2911 (I)
: A B
, .
12.38
:
CI
CC
20
()
CII
CC
20
B
()
CI
CC
25
()
CII
CC
25
B
()
CI
CC
30
()
) 40
) 20
0.54 0.54 0.54 0.54 0.54
) 10
0.36 0.36 0.36 0.36 0.36
) C 0.45 0.45 0.45 0.45 0.45
) C
341.33 341.33 399.33 399.33 406.67
)
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H (AD) D ; B GEEA
53
I &
:
CII
CC
30
B
()
CI
CC
35
()
CII
CC
35 B
()
) 40
) 20
0.54 0.54 0.54
) 10
0.36 0.36 0.36
) C 0.45 0.45 0.45
) C
406.67 422.00 422.00
)
12.39
, .C.C (15)
) 40 = 0.54 C. C.
) 20 = 0.27 / .
) 10 = 0.09 / .
) C = 0.45 / .
) C = 275.333 ./ .
) =
12.40 HD
) HD 5 % = 1.05 . .
) B = 6 .
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H (AD) D ; B GEEA
54
I &
12.41
) 5 % = 1.05 . .
) B = 6 .
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(A) ; B A
13.1
:
) B 1 = 500.00 C.) C 1:3 ( I. . 12.6) = 0.24 C. C.
13.2
:
) C 1:3 ( I. . 12.6) = 0.003 C. .13.3
:) C 1:3 ( I. . 12.6) =0.0144 C. .
13.4
: A.
(
1.00 7
0.33
13.5
) CC G 15
) CC G 20
) CC G 25
) CC G 30
) CC G 20
) CC G 25
&
0.30 0.33
7 7
1:3
,
(1:3)
(1:3)
1:3
) )
( 0.24
0.24 . 0.39 .)
B. C
( ) .
C. A
( )
.
1.10 1.11
) C 1:3
( I. .
12.6)
/
12.8.
12.8.
12.8 .
12.8.
12.8 .
12 8
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(A) ; B A
&
13.12
C 250
13.13
C 80
13.14
C 500 400 96
= 19200 .
6 . 488 388 4 = 4545 C.
H, = 14655 C.
:
13.15
C 80
13.16
,
.
( )
C F 250
= 1
, ...
: 5400, 9.1 & 9.2 ( )
2004 & ( )
C FE 80
,
...
( )
7
6 .
,
.=1 .
, .
( )
C 80
= 1
,
....
( )
.. 2006
= 1
C 250
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(A) ; B A
14.1
: CI
CC
20
()
CII
CC
20
B
CI
CC
25
()
CII
CC
25
B
()
CI
CC
30
()
) 40
)20 0.54 0.54 0.54 0.54 0.54
)10 0.36 0.36 0.36 0.36 0.36
0.45 0.45 0.45 0.45 0.45
341.333
341.00
399.333
399.583
406.667
1.20 1.20 1.20 1.20 1.20
& : CII
CC
30
B
()
CI
CC /
C
35
()
CII
CC / C
35
B
()
CI
C
40
()
CII
C
40
B
()
) 40
) 20 0.54 0.54 0.54 0.54 0.54
) 10 0.36 0.36 0.36 0.36 0.36
0.45 0.45 0.45 0.45 0.45
406.58 422.00
422.00 430.00 430.00
1.20 1.20 1.20 1.20 1.20
1.72 1.72
/
) C
) C
)
) C
) C
)
)
:
CII C
45
B
()
CII C
50
B
()
CII C
55 B
()
) 40
) 20 0.54 0.54 0.54
) 10 0.36 0.36 0.36
) C 0.45 0.45 0.45) C 465.00 490.00 529.167
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(A) ; B A
&
14.2
:
) HD 5 % = 1.05 . .
) B = 8 .14.3
:
) ID 66 5 % = 111.41 . .
14.4
:) C 30 = 1.00 C. C.
( I I . 14.1)
) HD B = 75 C.
(A I . 14.2)14.5
:
) B 85 /25 30 /40 = 2.815 .
) C = 0.00538 C. .
) 3.35 9.5 = 0.00759 C. .
) B = 0.0145 .
14.6
/
) H @ 9.42 . 2 %
= 1.02 . .
) , ,
=5.31 ) C 3 % @ 3 . = 331.565
.
12
. A 515.
) 80
% = 4.968 .
) 13.2 = 0.000497
C .
30 ..
30
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(A) ; B A
&
iii) 20 mm Aggregate = 0.54 cum per cum
iv) 10 mm Aggregate = 0.36 cum per cum
) A = 1.88
) HD 100
H 5 % = 60 C.D = 37 C.
14.14
:
i) Helical pipes 600 mm diameter = 1 RM per RM.
) 20 . = 1 .14.15
I C 8.14.16
:
14.17
:
14.18
()
:C 1 250
A = 0.25 .
= 0.25 .002 8900 = 4.45
@ 2.5 % = 4.45 .025 = 0.11125
=4.56 .
()
:
()
:
() :
20
.
C B
20 1 25 .
20
10 20 ,
.
, 1 , 20 300
=0.30
G 200 , 12 @ 94.20 / . I 5 %
= 19.79 .
2
B
= 0.5
.
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(A) ; B A
&
14.19
:
) 12.5 = 0.0625 C .
) B =6.458 .
14.20
:
14.21
:
14.22
:
14.23
:
14.24
:
) G 200 , 6 2 = 9.417 .
) G 100 100 12
I: 2062, 2 1 @ 17.70
5 % = 37.17 .
Supply of elastomeric slab seal expansion joint assembly manufactured
by using chloroprene, elastomeric for elastomeric slab unit conforming
to clause 915.1 of IRC - 83 (part-II) complete as per approved drawings
and standard specifications conforming to clause 2606 of MORT&H
specifications = 1m per RM.
/ B (
70 140 )
Supply of a modular strip / box seal joint assembly comprising of edge
beams, central beams, 2 modules chloroprene seal, anchorage
elements, support and control system, all steel sections procted against
corrosion and installed by the manufacturer or his authorized
representative = 1 m per RM.
/ B (
140 210 )
C
, ,
= 1
/ 3 /
, , ,
, ,
)
,
= 1
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(A) ; B A
& 15.1
&
A. B
:
) = 1 .) = 0.20 .
15.2
:
) = 1 .
) = 0.20 15.3
:
C G 15 = 1
A I . 12.8.15.4
A. B
:
) 40 = 1
) 25 = 0.20 .
B. C ( 0.3 0.3 0.3 )
:
C G 15 = 1
A I . 12.8 .15.5
:
G = 1.20
15.6
:
15.8
A 1 : 3
:
) C 1 : 3 = 0.33
A I . 12.6
) 4 GI 100 100 = 3.91
G 5 %
= 1.05
( 0.5 0.5 0.5 )
) C 15 I . 12.8 = 1
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(A) ; B A
&
B C 15
:
) C G 15 = 1
A I . 12.8.
) C 15 = 1 15.9
:
) = 1 .
) = 0.20 .15.10
A 1 : 3
:
C (1 ) = 1
A I . 12.7 (A).B C 15 :
CC G 15 = 1
A I 12.8.15.11
:
) = 1 .
) = 0.20 .
15.12
:
) 200 = 1
) 25 = 0.20 15.13
:
) 200 = 1
) 25 = 0.20
1
40
) G 100 100
4 GI = 4. 84
,
) G 100 100
4 GI = 10.833
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(A) ; B A
16.3
:
) C = 16 .
) G = 0.04 .) 50 50 3 = 2 .) E = 0.67 .
16.4
:
) 1 . 16.5
A C
:
) C 10 % = 1.10
B C (1 : 1)
:
) C 10 % = 0.55
) 10 % = 0.55 16.6
16.6
:
16.7
:
E 10 % = 1.10 16.8
:
i) Epoxy Resin - Hardener Mix for Prime coat = 0.25 Kg. per Sqm.
) E = 0.22 . .
) E H = 0.20 . .
16.9
, 25
) A @ 4 % = 0.64
.
.. / ( )
25
,
/
/
/
2803.1
,
, . 2807.1 .. 2807.6
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(A) ; B A
&
) = 0.015 C .
) C 4.75 = 0.015 C .
) = 0.25 . .
) = 0.01 .
16.10
: A 10
) A = 0.14 .
16.11
:
16.12
:
= 25
) HDE 75 5 % = 112
) C = 400
) E = 6.00
16.13
:
: 25 50
) HDE 90 5 % = 72.26
) C = 325.80
) E = 3.23
) 45 28
= 1.2 . .
45 28
E 60 90 2803.9 = 0.80. .
,
) H 5 % = 1.05
) ( ) = 2.10
) ( )
/
,
) H 5 % = 1.05
) , ,
. = 8 .
) , ,
. = 2.58 .
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(A) ; B A
& 16.14
:
= 50
) HDE 90 5 % = 72.41
) C = 327.59
) E =1.51
16.15
:
= 1 16.16
:
C = 1 16.17
:
)C 30 = 0.3 . ..14.116.18
:
16.19
:
16.21
:
30 G = 0.03 C. ..14.1
.
16.22
:
30 G = 0.01 C. .
A 14.1
HD = 0.0013
A 14.216.23
:
) IC = 2.90 .
) E B . . @ 0.8 /. = 0.8 /.
.
. ( )
( )
CC
8
) H . 5% & = 1.05 /
/
,
) , , .
=1.293 .
) ( ) = 2.16
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()
68
&
. .
()
:
225 150 0.6
40 0.24
20 0.12
0.18
53 0.092 .
( 5% )
10 : 10
80/100 .
.
20 : 20 & .
30 : 30
. 60/70 .
40 : 40 ,
30/40 . ,
.
()
10 20 30 40
, 60°, , 800 1600 2400 3200
, 135°, , 250 300 350 400
, °, 220 220 220 220
, %, 99.0 99.0 99.0 99.0
25° 80100 6080 5070 4060
, °, 40 45 47 50
/ :
. 60°, 4.0 4.0 4.0 4.0
. 25°, , ,
75 50 40 25
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CHAPTER -1
LOADING, UNLOADING, STACKING ANDLOADING, UNLOADING, STACKING ANDLOADING, UNLOADING, STACKING ANDLOADING, UNLOADING, STACKING AND
CARRIAGE OF DIFFERENT MATERIALSCARRIAGE OF DIFFERENT MATERIALSCARRIAGE OF DIFFERENT MATERIALSCARRIAGE OF DIFFERENT MATERIALS
-
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. .
.
.
&
1
2
3
4
5
6 10,
/
1() , , , ,
1() , , / ,
, , ,
115.50 127.90 140.40 152.80 165.30 10.70
2 ( ), , .. 161.00 77.00 85.30 93.60 101.90 110.20 7.20
1
, , &
102.00
,
3 ( 460 150
) &
7.50
.. 225.27 77.00 85.30 93.60 101.90 110.20 7.20
4 1000 . 194.50 277.10 307.00 336.90 366.80 396.70 25.80
5 1000 . 291.80 415.70 460.50 505.40 550.20 595.10 38.70
1. : 20% .
2. : 30% .
3. 460 : 70% . 4. , . & ' .
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CHAPTER -2
SITE CLEARANCESITE CLEARANCESITE CLEARANCESITE CLEARANCE
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() ;
(.)
1 2 3 4 5
1 ,
,
,
,
, ,
1000
/. (
&' 201)
) 300 600 218.60
) 600 900 396.70
) 900 1800 768.50
) 1800 1459.00
2
:
50
. (
&' 201)
15312.00
3
,
, , ,
300 ,
, 1000
150
. ( &'
201)
. 1
:
,
&,
.
2
.
75
-
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() ;
(.)
1 2 3 4 5
3()
3()() 46326.00
3()() 62028.00
3()
3()() 41915.00
3()() 50782.40
4
, ,
, ,
, , &
,
,
1000
( &'
202)
4()
4()
4().
329.20
4().
&
390.50
4().
&
1020.60
4()
4().
&
394.70
,
&,
.
2
.
.
3 :
.
4 :
76
-
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() ;
(.)
1 2 3 4 5
4(). /
20 &
675.50
4() / 4() 206.70
4() 268.00
4() 182.20
4() 170.00
4()
4()
.
231.20
4()
.
268.00
4()
.
206.70
4() 194.50
4() /
.
182.20
4()
.
206.70
4()
5 .
486.90
4()
5
.
4() 1255.10
.
2
. 4 :
,&,
.
77
-
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() ;
(.)
1 2 3 4 5
4() . 1023.00
4() () ()
.
9.10
4()
.
4() / 1000 . 1071.80
4() 1000 . 382.80
4()
4() 432.90
4() 89.80
4()
/
13.50
4()
1000
.
4() 600 158.40
4() 600 900 216.40
4() 900 369.60
2
.
,&,
.
. 4 :
78
-
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() ;
(.)
1 2 3 4 5
5
1000 ,
(
&' 202)
5()
5() 607.60
5() 434.90
5()
5() 245.00
6
1134.00
.
,
0.25 .. .
80.50 .
,&,
.
2
.
5 & 6 :
,
0.02
1000 ,
(
&' 202)
79
-
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() ;
(.)
1 2 3 4 5
7
1000 ,
&
& (
&' 202).
65.40
8
1000 (
&' 202).
12.81
9
1000 (
&'
202).
19.20
10
,
1000
& ( &'
202).
10 5 391.30
10 192.10
10 38.40
.
,&,
.
2
80
-
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() ;
(.)
1 2 3 4 5
11
/
,
,
&
1000 ,
( &'
202).
42.40
12
600
1000
( &'
202).
107.70
.
13
143.50
1500
1000
,
&
( &'
202). (...)
2
.
,&,
.
81
-
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() ;
(.)
1 2 3 4 5
14 /
/
,
1000
,
&
( &'
202).
147.90
,&,
.
2
82
-
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CHAPTER -3
EARTH WORK, EROSION CONTROL ANDEARTH WORK, EROSION CONTROL ANDEARTH WORK, EROSION CONTROL ANDEARTH WORK, EROSION CONTROL AND
DRAINAGESDRAINAGESDRAINAGESDRAINAGES
-
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(A) ; A
(.)
1 2 3 4 5
1
1000 (
&' 301).
156.50
,
(.. .40.90) .
2
A 3A, A AA
,&,
.
1000 (
&' 301)
220.30
,
(.. . 40.90 ) .
3
100
137.70
100
( 50 ),
,
( &'
301).
85
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(A) ; A
(.)
1 2 3 4 5
4
100
, 80
100
( 50 ),
,
(
&' 301).
5 (
) 1000
284.90
232.40
6 :
A 3A, A AA
,&,
.
( ) ,
,
,
,
1000 ( &'
301).
1.
.
2.
,
.
6
90
1000 .
52.20
.
4
0.9
, ,
, ,
1000
( &'
301).
86
-
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(A) ; A
(.)
1 2 3 4 5
7
90
1000
.
65.60
0.9
,
1000 ,
,
( &'
301).
8 (
A 3
A, A AA
,&,
.
)
( )
,
1000
,
,
(
&' 301).
1.
.
2. 50
.
3. ,
.
4.
,
.
87
-
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(A) ; A
(.)
1 2 3 4 5
8A 428.70
8 1033.00 9 (
) 1000
,
,
,
,
1000 ( &'
301).
328.50
1. 50
,
.
A 3A, A AA
,&,
.
.
,
.
10 57.80
0.9
1000 ,
,
(
&' 301).
11
1000
52.80
.
()
,
1000
305
( &'
301).
88
-
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(A) ; A
(.)
1 2 3 4 5
, ,
305.
12
121.10
,
80 ,
1000 ,
A 3
A, A AA
,&,
.
.
&' 303).
13
,
,
,
,
,
( &'
304).
13()
13()A ( 3 ) 245.00
10
.. . 24.50
.
89
-
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(A) ; A
(.)
1 2 3 4 5
13()
( 3 ) 36.20
5
..
4 ,
.
.
13() (
)
13()A ( 3 ) 306.20 10
; .. . 30.60 ,
.
A 3
A, A AA
,&,
.
.
13() 47.40
1. 5
.. 4
, .
.
13() ( )
13()
A
493.80
10
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8/17/2019 WB Pwd Schedule-sor Nh 2015-16
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91
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8/17/2019 WB Pwd Schedule-sor Nh 2015-16
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93
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