WB Pwd Schedule-sor Nh 2015-16

8/17/2019 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


6/325


7/325

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(1 , 2003)

& (5

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NH 201516 16.04.2015 NH : 201415,

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I. I ECIFICAION

FO OAD AND BIDGE OK (5H EIION)2013

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ANALI OF AE (1 2003) MO .

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14/325

() ;

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() ;

N . A C .

,

. I

D

.

F , ,

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.

B

.

M

.

( K M) E

NH & D C 27 D M, 2015 .. () D

G. B

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A 6 12 D

12 6. F ,

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18/325


19/325

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


20/325


21/325

(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


22/325

(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


23/325

(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


24/325

(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


25/325

(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


28/325

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 )

.


29/325

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


30/325

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


31/325

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 /


32/325

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

/


33/325

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


34/325

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


35/325

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 / . .


36/325

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

, /

, , .


37/325

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


38/325

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.


39/325

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 ..


40/325

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


41/325

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 .


42/325

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 ,


43/325

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


44/325

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


45/325

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


46/325

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 ).


47/325

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

.


48/325

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..)


49/325

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 .


50/325

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)


51/325

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 .


52/325

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)


53/325

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.


54/325

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)


55/325

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

.


56/325

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


57/325

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


58/325

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

)


59/325

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)


60/325

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 . / .


61/325

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)


62/325

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

.


63/325

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


64/325

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

)


65/325

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 .


66/325

H (AD) D ; B GEEA

54

I &

12.41

) 5 % = 1.05 . .

) B = 6 .


67/325

(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


68/325


69/325

(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


70/325

(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


71/325

(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


72/325


73/325

(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

.


74/325

(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


75/325

(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


76/325

(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


77/325

(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


78/325

(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 .


79/325

(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


80/325

()

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


81/325

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


82/325


83/325

. .

.

.

&

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. , . & ' .


84/325


85/325

CHAPTER -2

SITE CLEARANCESITE CLEARANCESITE CLEARANCESITE CLEARANCE


86/325


87/325

() ;

(.)

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


88/325

() ;

(.)

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


89/325

() ;

(.)

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


90/325

() ;

(.)

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


91/325

() ;

(.)

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


92/325

() ;

(.)

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


93/325

() ;

(.)

1 2 3 4 5

11

/

,

,

&

1000 ,

( &'

202).

42.40

12

600

1000

( &'

202).

107.70

.

13

143.50

1500

1000

,

&

( &'

202). (...)

2

.

,&,

.

81


94/325

() ;

(.)

1 2 3 4 5

14 /

/

,

1000

,

&

( &'

202).

147.90

,&,

.

2

82


95/325

CHAPTER -3

EARTH WORK, EROSION CONTROL ANDEARTH WORK, EROSION CONTROL ANDEARTH WORK, EROSION CONTROL ANDEARTH WORK, EROSION CONTROL AND

DRAINAGESDRAINAGESDRAINAGESDRAINAGES


96/325


97/325

(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


98/325

(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


99/325

(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


100/325

(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


101/325

(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


102/325

(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

; .. . 38.50 ,

.

.

13() ( )

13()

A

494.10

1. 5

.. 4

,

.

()

90


103/325

(A) ; A

(.)

1 2 3 4 5

2. ,

3

.

13()

13()A ( 3 )

531.40 .

1. 30

.. . 92.00 ,

, .

.

2. & 20

.. . 61.25,

A 3

A, A AA

,&,

.

.

13() 233.50

1. 20

& ...22.50

, .

2. & 10 & .. .11.25,

.

3.

3 .

14

50

21.80

.

50

1000

( &'

305.4.3).

91


104/325

(A) ; A

(.)

1 2 3 4 5

15

50

4.70

50

1000

( &'

305.4.3).

16

381.00

,

, ,

( &

:

)

,&,

.

A 3

A, A AA

3002

( &'

305).

17

87.70

. . , .. .

238.00/3

. 4.

.

3002

( &'

305). (...)

92


105/325

(A) ; A

(.)

1 2 3 4 5

,

.. . 19.80/3

(. 4)

. ,

,

.

18

413.50

&

( &

:

)

A 3A, A AA

,&,

.

, , ,

. 3002

( &'

305).

19

58.40

500 ,

,

3002

(

&' 305.3.4).

29.90

,

, 150

,

3002

.( &'

305.3.4).

93


106/325

(A) ; A

(.)

1 2 3 4 5

20 193.40 ,

15

,

(

&' 305).

21 ,

A

A .

82.60

,

,

A 3

A, A AA

,&,

.

22 29.50

,

,

( &'

307).

23 121.20

,

.

A

.

A, .

3.23

.

,

, , ,

0.23

,

3

308 ( &'

308).

.

.

94


107/325

(A) ; A

(.)

1 2 3 4 5

24

0.40

, ,

301

309.

50

( 25 )

( &' 309).

24A . 53.90

24 . 61.20

,

A 3

A, A AA

,&,

.

/

.

25

0.4

, ,

301 309.

(

&' 309).

25A . 109.10

25 . 91.90

26

. ()

95


108/325

(A) ; A

(.)

1 2 3 4 5

,

(

&' 309).

27

100

/ /

/, ,

3 6

, 150

300

,

450 550 .

. 171.10

/ /

A,

. .3.27 .

A 3

A, A AA

,&,

.

( &'

309).

.

28 A

300 450

3004,

( &'

309).

. 41.80

29

306.00

1 1 ( )

... (20) , 20

(20) , 10

(

&' 309).

96


109/325

(A) ; A

(.)

1 2 3 4 5

30

. 1.70

,

,

, ,

810

,

310 ( &'

310).

31

52.90

A 3

A, A AA

,&,

.

500

,

,

, 313

( &'

313).

.

32 A A

A

153.40

1000

( &'

301).

,

()

97


110/325

(A) ; A

(.)

1 2 3 4 5

; .. . 53.30

.

33 A

.

226.60

1000 (

&' 301).

A, A AA

A 3

,

&,

.

,

; .. . 68.70

.

34 A

277.60

,

1000 (

&' 301).

1.

,

(... 68.70)

.

98


111/325

(A) ; A

(.)

1 2 3 4 5

35

:

)

, , ,

/

.

10 15 .

A 3

)

A, A AA

,

&,

.

)

.

,

,

,

.

)

Documents

WB Pwd Schedule-sor Nh 2015-16