Box Culvert Corrected for Other Final 1

7/21/2019 Box Culvert Corrected for Other Final 1

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MINISTRY OF RURAL DEVELOPME

GOVERNMENT OF INDIA

PRADHAN MANTRY GRAM SADAK YOJAN

( PMGSY )

BLOCK B!"#$%& DISTRICT- H"''&

ESTIMATED COST RS, VALUE. L&/

GOVERNMENT OF GUJARAT

ROADS BUILDINGS DEPARTMENT

SACHIVALAYA GANDHINAGAR

C$+/"* B+"%* $ I%+&" R+5$"+ R"5+ & B!"#$%& M

A66,R$&%(MDR)


2/187

GUIDELINES FOR THE PREPARATION OF PACKAGE

PROPOSAL FOR RURAL ROADS UNDER PMGSY

PACKAGE NO,

CONTENTS

S+, D&"# F$+'&

N$

1 Package Summary Shee F!1

" D#$r#c Ma% Sh&'#(g )*&ck$ M!1

+ )*&ck Ma%,$- F&r The Package M!"

. R&a/$ Pr&%&$e/ F&r Rura* C&((ec#0#y F!"A

Cr&$$ Dra#(age Srucure F!")

2 Pr&%&$e/ Cr&$$ Sec#&( Dea#*$ F!+

,Pa0eme( Layer$-3 Dea#*$ &4 he E5#$#(g R&a/ F!.

6 E5#$#(g Cr&$$ Sec#&( Dea#*$ F!

,Pa0eme( Layer$-

7 C&$ E$#mae &4 R&a/$ F!2

18 C&$ E$#mae 4&r cu*0er$ 9 M#(&r )r#/ge$ F!3

11 Rae A(a*y$#$ F&r R&a/$ F!6


3/187

T

2013-14

*&+

'&" P$!"&


4/187

P&* N$,


5/187

Name Of Work:Constructing Bridge on Indrasi Reservoir River at Bhiloda Maumunai

Sr.No. Cd No. size a b c

1 3/33/0 2.00 3X3 3000 3000 300

f g EW PW 2 WD

420 350 0 12 12 10 7.16 2.16

Wig !a"" #ef

$o%a" &% "eg%'

4670 700 6.()5 5 34*3*40

+o, Ce""Desiga%ioNo/-b/Ec

No of bo,ce"" Wid%'c"e

ar&%. of +o,c"ear

+o%.S"abffse%

#eired+arig

Caaci%

$/2

Desig+ase

resre$/

2

Dro!do!a% %ie$'ic of

Side!a""

$'ic ofier !a""

8eg%' ofsare re%r

&$ of !!-% ed

fro g"


6/187

Mesuremant

Item No $

9ob

Item No %

9ob

item no &

'or (o)

!id%' 8eg%' &%

).0( X 12 X : ;

'or *ing *all

No "eg%' !id%' &%

0 X 6.()5 X 3.7)3 X 2 ;

'or to curtain *all *all

D/s side

"eg%' !id%' &%

1).)236(4 X 1.)50 X 2.65 ;

1).)2 X 5.52 ;

2

$o%a" - 0.45 X 146.)2 ;

=e,ib"e -ro

-rea


7/187

D/s

1).)2 X 6.00 X 0.75 ;

.otal

item no /

'or (o) culvert

Wid%' 8eg%' $'ic

).0( X 12.00 X 0.15 ;

-DD for s"a% "eg%' as er de%ai"BC

).0( X 0.31 X 0.15 ;

'or *ing *all

-s er !ig !a"" ca"c"a%io ;

Certain *allS"a% "eg%' of !! Pro9ec%ed "eg%' of WW

7.)0 5.52

$o%a" 8eg%' of cer%ai !a"" 7.7( > 11.03 ; $00%

'or to curtain *all

D/s side

"eg%' !id%' &%

1).)2 X 1.)5 X 0.15 ;


8/187

+ide *all

2.00 X 3.00 X 0.42 X 12.00 ;

-DD -s er de%ai" -

2.00 X 0.45 X 0.30 X 12.00 ;

Iinner *all

1 X 3 X 0.35 X 12 ;

=or &c').00 X 0.01 X 12.00 ;

'or *ing *all

as er !ig !a"" ca"c"a%io ;

'or to curtain *all

D/s side

"eg%' !id%' &%

1).)2 X 1.65 X 0.55 ;

1).)2 X 0.75 X 0.75 ;

1).)2 X 0.45 X 0.75 ;

1).)2 X 0.20 X 0.45 ;


9/187

Item No 4 :

2 X 3.5 X 12 X 0.3 ;

Item no $5 :

$o%a" a%i% ; 133.72 C%

'or +teel- )5 g/C%

133.72 X )5 ; $$&22% 6g

=or - S"aba%i%

25.2 X )5.000 ; %$/% 6g

g/C%

$e S%ee"

=or Wig !a""

"eg%' >

13.62 > 3.26

"eg%' ; 4.11

"eg%' &% No

5.55 X 2.4( X 4.00 ; 0.00

=or Sare #e%r area

5.00 X 3.17 X 4.00 ; 63.40

$o%a" -rea 63.40 S%

$e. s%ee" for -b%e%* Pier #e%r

63.40 X 5.50 ; &/035 6g

g./S%

$o%a" g ;

-DD 5 F+a7 -

Item no $$ :

"eg%' 14.1( X 2 ;

Item No $%

Pro@idig ad cas%ig iBsi% co%ro""ed cee% cocre%e 250 for aroac'crig ad fiis'ig co"e%e

Pro@idig ad "acig i for $..$. =eB415 bar riefocee% ?.S.?. ar ic"'ooig ad %ig co"e%e as er de%ai"ed dra!ig.for so"id s"ab* Dir% !a""

W812 +SB1)502

Pro@idig ad fi,ig os% ad ie rai"ig as er de%ai"ed dra!ig ic"dig 3!ors co"e%e

. .


10/187

2 X 2 X 1 ;

Item No $&

2 X 12 X 0.3 ;

Item No $/

2 X 12 X 0.3 ;

2 X 12 X 3.((5 ;

2 X 0.25 X 1.16 ;

$o%a"

Item No $1

=i, -ro

1).)2 X 5.52 ;

2

$o%a" a%i%

0.45 X 146.)2 ;

Item No $2

'or WW

"eg%' >

13.62 > 3.26; 4.11

"eg%' &% No

4.11 X 2.1)5 X 4 ;

+,uare return No

5.00 X 3.17 X 4 ;

$o%a"

Pro@idig ad fi,ig %ar aer bearig *s'a"" be ro@ided be%!ee ab%e%s"ab#

Pro@idig ad fi,ig i osi%io 12 %'ic reo"ded 9oi% fi""er i e,asisi" sor%ed sas* co@ered !i%' sea"a% co"e%e as er dra!ig ad %

Pro@idig =i""ig i foda%io !i%' rdiar cee% cocre%e 15 i,@er%ica" i 'eaders ic"dig for!or @ibra%ig raig C

Pro@idig ad "aig fi"%er edia 600 %'ic as direc%ed a% %'e bac of ab!a""s as er de%ai"ed secifica%ios.

W812 +SB1)502


11/187

Item No $3

!!

4.11 X 2.1)5 X 4 ;

s re%r

5.000 X 3.17 X 4 ;

bo,

2 X 12 X 3 ;

$o%a" ;

-rea ; 135.40 s %s

No of !ee 'o"es ; 135.40 X 1.00 ;

Item No$0

E,ca@a%io %. as er ?%e No.3 ;

8ess %. -s er ?%e o.4 ;

%. of ?%e No.5 ;

+o% s"ab*cr%ai !a""*!ig !a""* sare re%r

+a7

Item No$4 Pro@idig ad fi""ig sad be'ig ab%e%s ad be%!ee re%rs i "aers as dire c%

2.0 X 12 X 1.50 X 3 ;

Item No%5

G+ Wor 8s ;

Item No%$

;

Pro@idig !ee'o"es i bric asor/s%oe asor* "ai/reiforced cocrre%r !a"" !i%' 100 dia -C ie e,%edig %'rog' %'e f"" !id%' of %'e s%1HI20& %o!ards dra!ig face co"e%e as er dra!ig ad %ec'ica" se1204.3.7

=i""ig a@ai"ab"e e,ca@a%ed E-#$& E,c"dig #oc i $rec'es*P"i%'*sid"aers o% e,ceedig 20 c. i de%' coso"ida%ig eac' deosi%ed "aer b r

Di@ersio of Wa%er Corse/ro@idig coffer da ad bd or is"ad as a bad ai%aiig %'e sae for eriod as a be ecessar

Pro@idig ad fi,ig 20 c X15cX2.50c size ear "a%e of arb"e s%oe sic"dig fiis'ig egra@ig "e%%ers e%c. co"e%e.S# P.No. 131 ?%.)5.0.0


12/187

Item No%%

$o%a" ;

Item No%&

for +o, .otal length of (o) - 334

*idth - 12.00

=or %o%a" "eg%' - &410 %

for cr%ai !a"" - &321 %

$o%a" "eg%' ; 77.2 %

Do!e" bar 77.2 No

.otal 33%& r%

Item No%/ Nberig %'e C.D.!or !i%' aro@ed ai% ic"dig a"" a%eria"s for ai%

;

Providing 8 'illing in foundation *ith Ordinar7 cement concrete M $1 mi) and Providinheaders including form*ork vi(rating ramming 8 Curing Complete!.rans filling#

Providing and fi)ing steel do*e (ar of 9e /$1 grade &% mm dia for anchoring (7 drillin

including necessar7 (ending hooking of do*el (ars and grouting the holes completedirected


13/187

Poshina AppRoad!M"R#

d e f g EW PW 2 WD

470 450 420 350 0 12 12

D

1200

$'icess of%o s"ab

$'icess of+o%.s"ab

$'ic ofSide !a""

$'ic of ier!a""


14/187

$ ;s

$ ;s

JH-8


15/187

)4.71 C%

?@Cmt

14.56 C%

0.3) C%

0.00 C%

mt

5.22 C%

4.24 C%

11.35 C%

/0&1 Cmt

42.07 C%

3.(4 C%

40.55 C%

ad c% off !a""s ic"dig

%e% ad re%r as er

ibra%ig crig ad fiis'ig


16/187

30.24 C%

3.24 C%

12.6 C%

1.0) C%

0.0 C%

17.0) C%

10.5( C%

6.35 C%

1.6( C%

1(.5) C%

6.35 C%

1.6( C%

15).17 C%

&11%% Cmt

$%33 Cmt

2.13 C%

2.00

/%2 Cmt

$%25 Cmt

5 %'ic !earig cos%!i%' bi%e co"e%e.

b"ocs ic"dig for!or*

"ab ic"dig for!or*


17/187

%1%5 Cmt

S%

S%

13)56.(0 g

1454(.75$/11 M.

%0&0 rmt

s"ab ic"dig for!or

dig c%%ig* bedig*

coa%s of ai%ig %o s%ee"

.


18/187

/ No

3% +mt

7.2 S%

(5.)) S%

0.5) S%

$5&22 +mt

146.)2 S%

2253 Cmt

35.(1 S%

63.40 S%

44&$ +mt

eir ca ad #CC

9oi% for fi,ed eds ofec'ica" secifica%ios

ad Pro@idig ecessarrig Co"e%e.

%e%s* re%rs ad !ig


19/187

0.00 S%

63.4 S%

72

135.40 S%

$&1/5 Nos

JH-8


20/187

555 cum

igs e%c. co"e%e.

2 Nos

g necessar7 vertical pin

holes in foundation strata

s per detailed da*ing and as


21/187

D Wig !a""

$o%a" &% "eg%'

10 7.16 2.16 1200 4670 700 6.()5

#eired+arig

Caaci%$/2

Desig+ase

resre$/2

Dro!do!a% %ie

&$ of !! -%ed fro g"


22/187


23/187


24/187


25/187


26/187


27/187


28/187


29/187


30/187


31/187


32/187


33/187


34/187


35/187


36/187


37/187

Constructing Bridge on Indrasi Reservoir River at Bhiloda Maumunai Posh

::: AB+.RAC. :::

Qty Rank of MORD Spe. Item

2 3

It $

1.00 -dd 1 F 8abor Cess

It %


C"ase It & E,ca@a%io for S%rc%res

300

JH-8


38/187


#- 5

12.60

It 0

-dd 1 F 8abor Cess

Sor +r P 1)( ? No 102 -

It 4


#- 6

It $5


Sor +r P 1)4 ? No 7( -

It $$

2).3) -dd 1 F 8abor Cess

S..# * P 1)) ?%e No.B(7

It $%


S# +r. P No 1)) ?. N. ()

It $&


It $/


Sor br P 1)6 ? No )7

It $1


Sor +r 171 ? No 13

It $2

((.31 -dd 1 F 8abor Cess

Sor +r P 170 ? No 4

C"ase1000 1202

Pro@idig ad cas%ig iBsi% ordiar cee% cocre%e 150for aroac' s"ab ic"dig for!or* crig ad fiis'igco"e%e.

C"ase1000 1202

Pro@idig ad cas%ig iBsi% co%ro""ed cee% cocre%e 250 for aroac' s"ab ic"dig for!or crig ad fiis'igco"e%e

C"ase1000 1202

Pro@idig ad "acig i for $..$. =eB415 bar riefocee%?.S.?. ar ic"dig c%%ig* bedig* 'ooig ad %igco"e%e as er de%ai"ed dra!ig.for so"id s"ab* Dir% !a""

Pro@idig ad fi,ig os% ad ie rai"ig as er de%ai"eddra!ig ic"dig 3 coa%s of ai%ig %o s%ee" !ors co"e%e

C"ase1000 1202

Pro@idig A.?. 100 diae%er !a%er so% ic"digecessar iro gra%igs as er dra!ig.

C"ase1000 1202

Pro@idig ad fi,ig %ar aer bearig *s'a"" be ro@idedbe%!ee ab%e%/eir ca ad #CC s"ab#

Pro@idig ad fi,ig i osi%io 12 %'ic reo"ded 9oi%fi""er i e,asio 9oi% for fi,ed eds of si" sor%edsas* co@ered !i%' sea"a% co"e%e as er dra!ig ad%ec'ica" secifica%ios

C"ase1000 1202

Pro@idig =i""ig i foda%io !i%' rdiar cee%cocre%e 15 i, ad Pro@idig ecessar @er%ica" i

'eaders ic"dig for!or @ibra%ig raig CrigCo"e%e.$ras fi""ig

Pro@idig ad "aig fi"%er edia 600 %'ic as direc%ed a%%'e bac of ab%e%s* re%rs ad !ig !a""s as er de%ai"edsecifica%ios.


39/187

It $3


It $0

JH-8


40/187

"eput7 ?)ecutive ?ngineer

Pancha7at !R8B# +u( "ivision

Bhiloada

?rr:1$% ?rr:1$%

?rr:1$%

?rr:1$%

+u( ?stimate No4 ?rr:1$%

::: AB+.RAC. :::

Qty Item

1 2 3

C"ase It $

300 ErrI512

Rank of

MORD Spe.


41/187

ErrI512 ?rr:1$% ErrI512

-dd 1 F 8abor Cess

S..#.P.No.3( i%e No.11.1ii

It %

ErrI512 ?rr:1$% ErrI512ErrI512

-dd 1 F 8abor Cess

S..#.P.No.46 i%.o.11.4 i


ErrI512

-dd 1 F 8abor Cess

S..#.P.No.46 i%.o.11.4 ii

ErrI512 It & ErrI512

-dd 1 F 8abor Cess

S..#.P.No.46 i%.o.11.4 i

ErrI512 It / ErrI512

-dd 1 F 8abor Cess

S..#.P.No.46 i%.o.12.(

ErrI512 It 1 ErrI512

-dd 1 F 8abor Cess

S..#.Page No 4(* ?%e No.B12.11

$o%a" I LLLLLLLLLLLLLLLLLLLL

Sa I LLLLLLLLLLLLLLLLLLLL



5

C"ase)02B3

1202B3

Pro@idig cocre%e for "ai/reiforced cocre%e i oefoda%ios co"e%e as er dra!igs ad %ec'ica"secifica%ios C"ase )02* )03* 1202 1203

C"ase)02B3

1202B3

C"ase)02B3

1202B3

C"ase)02B3

1202B3


42/187


43/187

?%e No 16

Name of Work: ?rr:1$%

?rr:1$%

?rr:1$%

?rr:1$% ?rr:1$%

::: AB+.RAC. :::

Qty Item

1 2 3

C"ase It $ ErrI512

300 ErrI512


-dd 1 F 8abor Cess

ErrI512

?rr:1$% ErrI512

ErrI512 ErrI512

-dd 1 F 8abor CessErrI512

It % ErrI512


?%e No 17 ErrI512

-dd 1 F 8abor Cess

ErrI512

?rr:1$% ErrI512

ErrI512 ErrI512

-dd 1 F 8abor Cess

ErrI512

Rank ofMORD Spe.

C"ase)02B3

1202B3


44/187

ErrI512 It & ErrI512

-dd 1 F 8abor Cess

ErrI512

It / ErrI512


ErrI512

ErrI512


-dd 1 F 8abor Cess

ErrI512


-dd 1 F 8abor Cess

?%e No1) ErrI512

Qty Item

1 2 3


-dd 1 F 8abor Cess

ErrI512ErrI512 It 3 ErrI512

-dd 1 F 8abor Cess

ErrI512


?%e No.1( -dd 1 F 8abor Cess

ErrI512


-dd 1 F 8abor Cess

ErrI512

ErrI512 It $5 ErrI512

?%e No.20 -dd 1 F 8abor Cess

ErrI512

ErrI512 It $$ ErrI512

-dd 1 F 8abor Cess

ErrI512 It $% ErrI512

?%e No.21 -dd 1 F 8abor Cess

ErrI512 It $& ErrI512

-dd 1 F 8abor Cess

?%e No.22

C"ase1000 1202

C"ase1000 1202

C"ase1000 1202

Rank ofMORD Spe.


45/187

Qty Item

1 2 3

ErrI512 It $/ ErrI512

-dd 1 F 8abor Cess

?%e No.23

ErrI512 It $1 ErrI512

-dd 1 F 8abor Cess

$o%a" I LLLLLLLLLLLLLLLLLLLL

Sa I LLLLLLLLLLLLLLLLLLLL

$o%a" -o% of 1, 6.0 eig 1 No.



5

Rank ofMORD Spe.


46/187

ina AppRoad!M"R#

Rate Unit Amount

4 5 6

10*000.00100.00

10*100.00 8s 10100.00 0.101

10*000.00

100.0010*100.00 8s 10100.00 0.101

243.00

2.43

245.43 C% JH-8


47/187

52.26

5*27).26 C% 224)5.3(

4*2)(.00

42.)(

4*331.)( C% 545)1.)1 0.546

5*47(.00

54.7(

5*533.7( C% 13(451.51 1.3(5

54*575.00

545.75

55*120.75 $ )02006.(1 ).020

1*402.00

14.02

1*416.02 r% 401)6.65 0.402

47(.00

4.7(

4)3.7( No 1(35.16 0.01(

125.001.25

126.25 S% (0(.00 0.00(

(06.00

(.06

(15.06 S% (4)55.12 0.(4(

4*75(.00

47.5(

4*)06.5( c 317571.40 3.176

717.00

7.17

724.17 S% 71(17.32 0.71(


48/187

125.001.25

126.25 Nos. 170(4.25 0.171

53.30

0.53

53.)3 c JH-8


49/187

E,ec%i@e Egieer

Pac'aa% #+ Di@isio

&ia%agar

Rate Unit Amount

4 5 6


50/187

176.00 ErrI512

1.76

177.76 ErrI512

2*625.0026.25

2*651.25 ErrI512 ErrI512

3*012.00

30.12

3*042.12 ErrI512 ErrI512

54*042.21

540.42

54*5)2.63 ErrI512 ErrI512

10(.00

1.0(

110.0( ErrI512 ErrI512

1*3(0.00

13.(0

1*403.(0 ErrI512 ErrI512

ErrI512

ErrI512 ErrI512

ErrI512

E,ec%i@e Egieer

Pac'aa% #+ Di@isio

0


51/187


52/187


53/187

54*042.21

540.42

54*5)2.63 ErrI512 ErrI512

3*()5.63

3(.)6

4*025.4( ErrI512 ErrI512

4*31).)5

43.1(

4*362.04 ErrI512 ErrI512

57*146.37

571.46

57*717.)3

ErrI512 ErrI512

Rate Unit Amount

4 5

2)6.00

2.)6

2)).)6 ErrI512 ErrI512374.00

3.74

377.74 ErrI512 ErrI512

1*154.74

11.55

1*166.2( ErrI512 ErrI512

114.)2

1.15

115.(7 ErrI512 ErrI512

)63.00

).63

)71.63 ErrI512 ErrI512

15*000.00

150.00

15*150.00 8 ErrI512

25*000.00

250.00

25*250.00 8 ErrI512

(25.00

(.25

(34.25 ErrI512 ErrI512


54/187

Rate Unit Amount

4 5

365.00

3.65

36).65

ErrI512 ErrI512

1*7(4.(5

17.(5

1*)12.(0 ErrI512 ErrI512

ErrI512

ErrI512

ErrI512

E,ec%i@e Egieer

Pac'aa% #+ Di@isio

0


55/187

PRA"ANMAN.RI 9RAM +A"A6 ODANA !PM9+#

! Ministr7 of Rural "evelopment 9ovt of India #

CO+. O' ?+.IMA.? 'OR CON+.R>C.ION O' CRO++ "RAINA9? WOR6+

! C>;=?R. AN" MINOR BRI"9?+ #

Constructing Bridge on Indrasi Reservoir River at Bhiloda Maumunai Poshina AppRoad!M"R#

.7pe of cross drainage *ork:

;ocation Chainage :

Sr. Descri%io of ?%e No. 8eg%' Wid%' &eig'%/


56/187


57/187


58/187

$e S%ee"

=or Wig !a"" 0.00 S%

=or Sare #e%r area 63.40 S%

.otal Area 2&/5 +mt

63.40 5.50 g./S% g.

$o%a" g

-DD 5 F

Sa

It $$

8eg%' 2.00 14.1( r%

S..#.Page No 40* ?%e No.B13.) $o%a"

It $% "rainage spouts

2 2 1 No

0.00 $o%a"

It $& 2 12.00 0.30 S%

$o%a"..

It $/ 2 12.00 0.30 S%

2 12.00 4.00 S%

2 0.25 1.16 S%

S..#.Page No 41* ?%e No.B13.16 ???. $o%a"..

It $1 Apron

-rea 146.)2 S%

146.)2 0.45 C%

S..#.P.No.50 i%e No.12.50 ??

$o%a"..

It $2 ErrI50( Apron

ErrI50( ErrI50( ErrI50( ErrI50( ErrI50(

Pro@idig ad fi,ig os% ad ie rai"ig as er de%ai"eddra!ig ic"dig 3 coa%s of ai%ig %o s%ee" !ors co"e%e

Pro@idig A.?. 100 diae%er !a%er so% ic"digecessar iro gra%igs as er dra!ig.

Pro@idig ad fi,ig %ar aer bearig *s'a"" be ro@idedbe%!ee ab%e%/eir ca ad #CC s"ab#

Pro@idig ad fi,ig i osi%io 12 %'ic reo"ded 9oi%fi""er i e,asio 9oi% for fi,ed eds of si" sor%edsas* co@ered !i%' sea"a% co"e%e as er dra!ig ad%ec'ica" secifica%ios

Pro@idig =i""ig i foda%io !i%' rdiar cee% cocre%e 15 i, ad Pro@idig ecessar @er%ica" i 'eadersic"dig for!or @ibra%ig raig Crig Co"e%e.$ras fi""ig


59/187

ErrI50( ErrI50( ErrI50( ErrI50( ErrI50(

$o%a"..


60/187

It $3 'or WW

4.00 4.11 4.00 S%

+,uare return

5.00 3.17 /55 S%

S..#.Page No 4(* ?%e No.B12.11 $o%a"..

It $0

-rea of fi"%er 135.40 s %s

No of !ee 'o"es 135.40 1.00 Nos.

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Pro@idig ad fi""ig sad be'ig ab%e%s ad be%!eere%rs i "aers as dire c%ed.

Di@ersio of Wa%er Corse/ro@idig coffer da ad bd oris"ad as a be ecessar for foda%io ad ai%aiig %'esae for eriod as a be ecessar

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Pro@idig =i""ig i foda%io !i%' rdiar cee% cocre%e 15 i, ad Pro@idig ecessar @er%ica" i 'eaders


61/187

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It %/

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62/187


63/187



"harampur

PRA"ANMAN.RI 9RAM +A"A6 ODANA !PM9+#%55054


64/187

! Ministr7 of Rural "evelopment 9ovt of India #

CO+. O' ?+.IMA.? 'OR CON+.R>C.ION O' CRO++ "RAINA9? WOR6+

! C>;=?R. AN" MINOR BRI"9?+ #

Constructing a Minor Bridge on 9hotan Rahor Piproti Mani Road 6M5E2 to 5E0

.7pe of cross drainage *ork: Protection *all

;ocation Chainage :

"esign "ischarge: .7pe of +oil : Ordiner7 soft soil

Sr. Descri%io of ?%e No. 8eg%' Wid%' &eig'%/


65/187

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S"ig* fi%%ig ad "acig S bar reiforcee% i

foda%io co"e%e as er dra!igs ad %ec'ica"secifica%ios C"ases 1000 ad 1202

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"harampur

Pro@idig ad "aig fi"%er edia !i%' gra"ar crs'edaggrega%es as er secifica%io %o a %'icess of o% "ess %'a600 !i%' sa""er size %o!ards %'e soi" ad bigger size%o!ards %'e !a"" ad ro@idig o@er %'e e%ire srface be'idab%e%* !ig !a""* re%r !a"" %o %'e f"" 'eig'%* coac%ed %ofir codi%io co"e%e as er dra!ig ad %ec'ica"secifica%io C"ase 1204.3.)


67/187

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0 4 $5

1 10*000.00

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74/187


75/187

?)ecutive ?ngineer

Pancha7at !R8B# "ivision

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76/187

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79/187

N&' O7 8$+9

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81/187

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82/187

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area a $ec#&( 1!1 > .;2"+776

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83/187

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88/187


89/187


90/187


91/187

'ormat for Doint inspection (7 the +uperintending ?ngineer and +tate

$ec'ica" -gec for +ridges

#eferece ara 4.3.1 of era%ios aa" sb ara 5

Name of Constructing Bridge on Indrasi Reservoir River at B

Da%e of Hisi%IB 1(/5/2014

Nae ad desiga%io of S$-.IB

Nae of Seri%edig EgieerIB

S".No. ?%e

1 Nae of %'e roosed +ridge

2 8eg%' of roosed +ridge

E,c"dig aroac'es

3 Wid%' of +ridge Proosed

4 Wid%' of e,is%ig road carriage !a

5 S".o. of CN1 of %'e road

6 S referece of %'e road ic"dig ear

7 $e of obs%rc%io

) $e of ri@er bed a%eria"

( $e of $errai

10 -re %'e bas !e"" defied M

11 8eg%' of aroac' o ei%'er side %o be

cos%rc%ed

12 &as %'is bee a"read ic"ded i %'e road

DP# M13 $raffic ca%egor %ae i a@ee% desig

of %'e road


92/187

14 +ridge a"ige%

15 &eig'% of ebae% of aroac' road

fro %'e "o!es% bed "e@e"

16 -re f"ood ars*if a*a@ai"ab"e o a

e,is%ig s%rc%re M

17 &ig'es% ="ood 8e@e" &=8

1) rdier f"ood 8e@e" =8

1( 8o!es% +ed 8e@e" 8+8

S".No. ?%e

20 -@erage grod "e@e"

21 Eirica" =or"a for disc'arge ca"c"a%io

22 ?s %oos'ee% a@ai"ab"e for ca"c"a%io of

ca%c'e% area M

23 Nae of %'e eares% "ace for !'ic' 'ig'es%

raida%a i %'e / 'or as er e%ero"ogica"

Dear%e% da%a

24 #gosi% CoBefficie% for ca"c"a%ig @e"oci%

25 $e of roosed +ridge

26 $e of Ser s%rc%re

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2) ?s %'e !a%er !a roosed %o be "ess %'a

ca"c"a%ed effec%i@e "iear !a%er !a M

2( &as a i% or bore 'o"e dg %o assess %o

foda%io s%re%a M

30 $e of roosed foda%io

31 Are river protection *orks on up stream as *ell

as do! s%rea !i%' c% of !a"" roosed M


93/187

32 $e of ri@er ro%ec%io*if a

33 ?f roc s%re%a a%icia%ed 'as oiio of

geo"ogca" e,er% sog'% for assesig

si%abi"i% of "oca%io of bridge M

34 Prese% arragee% for o@ee% of %raffic

i.e.!'ea%'er a case!a/"o! "e@e" bridge is

a"read e,is%ig ?f es*reasos for roosig

8og sa bridge


94/187

35 -%"eas% 4 'o%ogra's of bridge si%e*

idica%ig %'e a"ige%*feasibi"i%*%e%a%i@e

"e@e"s of road ad bridge ad isec%io of

bridge si%e

36 Secific rears of S$-/S.E.abo% %'e

roosa"

C'ief Egieer

Pac'aa% #. +.

Aad'iagar

E,ec%i@e Egieer Seri%ade% Egieer

Pac'aa% #.+. Di@isio Pac'aa% #. +. Circ"e

Sabara%'a -'edabad


95/187

iloda Maumunai Poshina AppRoad!M"R#

S'riIBS..Pa%e"

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Aad'iagar

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-'edabad circ"eB1

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120 %s

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%s

%s


96/187

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97/187


98/187

-%%ec'ed 'ere!i%'

Su%er#(a(/e( E(g#(eer

De$#g( ,R; < ); - C#rc*e

Ga(/h#(agar


99/187

Constructing Bridge on Indrasi Reservoir River at Bhiloda Maumunai Poshina AppR

Anchoring RA

R,A NO 2 ITEM NO 10

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Bhiloada &ia%agar

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100/187

oad!M"R#

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101/187


102/187

2 @ 101,24 2,@4


103/187

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104/187

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111/187

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112/187

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114/187

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115/187

1?0,00 101,>= 101,24 0,00 0,000 1;2 m$

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116/187

0,00 100,>@ 101,24 0,2 0, 2,?0@ 101,24 0,00 1,131


117/187

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118/187

2? 101,24 0, 0,0 ? 101,24 0, 0,2 >

40,00 100,1< 101,24 1,10 0,=>2 >

4 1,22? ,14 0,2>>

1 101,24 1,>3 1,4=4 >

2 101,24 2,>2 2,3@3


119/187

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R > ";81 m$

C&/!' A+& D"&/

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"- + & 1 $; km +88;88 m$+- &0er 1 $; km 88;88 m$

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120/187

40,00 100,2? 101,24 0,=> 0,=>3 =


121/187

6- @ery 'ee/y reache$ 0,0@< 0,100 0,12< 0,1 A9P

R > ";8. m$

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+- &0er 1 $; km 88;88 m$

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Ch; I(,m$-

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Mea(De%h #(,m$-

Le(gh#( ,m$-

Area #(,m$-

D#; #(G;L;,m$-


122/187

@

?0,00 102,0? 100,=20 0,00 0,000 1,? -0,20>

2 100,=20 2,>> 2,@>>

2 2,0

2>0,00 =?,>@ 100,=20 2,2< 2,3


123/187

31


124/187

C&/!' A+& D"&/

1- u%& + $; km 188;88 m$

"- + & 1 $; km +88;88 m$

+- &0er 1 $; km 88;88 m$

here S > )e/ $*&%e

R;L;

u9% $#/e 1?0,00 100,3=

/9( $#/e @D#$a(ce

>38;88

D# R;L; ";

S > 1 #( "".

S > 8;88..3 ;

@ >

> "";"" 1;27 8;83

> ";" m9$

,A$ Per IRC S% 1+-

> A@ "6;31 ";"

: @1?,


125/187

O%era#(g Hea/ ; 8;. m *#m##(g /ue & r&a/ *e0e*

Le(gh &4 cu*0er ; 3;8 m

D"* //#&"$

>H

L> 3;8

R> 8;28

8;.7

8;8

A> 2;88

H> 8;.

>H

> 1.;+3

N& &4 )&5 Reu#re/> &r#g#(a* /#$charge

/#$charge 4&u(/ a:&0e

> .8;3"

Say .1;88

A%$6% D"* D&&

A0g *&'e$ *e0e* ==,00 m$

T&% 4& )& S*a: &4 )&5 =?,@0 m$

)&&m &4 T&% S*a: &4 :&5 =?,@0 m$

HFL 101,24

S*a: Th#ck(e$$ 0,4 67;27 cumec$

A = .;.+, -19"1?Kc?K

4

Kc> 8;3"R8;+

K4 > ;88+L9R1;"

A = .;.+, -19"1?Kc?K

4

M+9S


126/187

#/h &4 $ream a HFL > 1+8;88 m

#/h &4 $ream a RTL > 118;88 m

D# &4 HFL!RTL > 8;81 m

@e*&c#y > ";21 m9$

D#$charge A:&0e )&5 > .;27 cumec$

D#$chrge Thr&ugh )&5 > 6.;77 cumec$

D#$charge u% & FRL > 6.;77 cumec$

D"/!&+* !+$*! $ B$ : 1< /'/

T$ $ $7 B$ : 3@,3? NO

& 3?,00 NO

T$ ;"%! $7 C& ;& : 130,4< '

N$, $7 B$ A 6+ 7$+'#& : 41,00 N$

D $ #"'"$* ;"%! $7 +&'

T$ $ $7 B$ P+&6$% : 2>,00 NO& 2>,00 NO

T$ ;"%! $7 C& ;& : ?=,41 '


127/187

HFL 181;".

ra#( 4a** #$ 28!1"8 cm

m &4 he c&a$

ar he h#**$

%#er9A:

- REFJ

0,00

0,00

0,00

0,00 A)TL

&'&" P$!"&

ra#( 4a** #$ m&re ha(

m a( m &&a$

ee/Per#mee

r #(,m$-


128/187

0,00 P1

0,00 77;. P"

0,00 76;6

0,00

0,00

0,00 A)TL

0,00 P1

0,00 77;. P"

0,00 76;6

0,00 P+

0,00 176;+8

0,00 A)TR

0,00 77;1

0,00

0,00

0,00

0,00 A)TL

0,00 P1

0,00 77;. P"

0,00 76;6

0,00 REFJ

0,00

0,00

0,00

0,00 A)TL

0,00 P1


129/187


130/187


131/187

%#er9A:

- REFJ

0,00

0,00

0,00

0,00 A)TL

0,00 P1

0,00 77;. P"

0,00 76;6

0,00

0,00

0,00 A)TL

0,00 P1

0,00 77;. P"


132/187

0,00 77;. P"

0,00 76;6

0,00 P+

0,00 176;+8

0,00 A)TR

0,00 77;1

=1,04


133/187

%#er9A:

- REFJ

0,00

0,00

0,00

0,00 A)TL

0,00 P1

0,00 77;. P"

0,00 76;6

0,00


134/187

30,0@


135/187

%#er9A:

- REFJ

0,00

0,00

0,00

0,00 A)TL

0,00 P1

0,00 77;. P"

0,00 76;6

0,00

0,00


136/187


137/187

0,00

0,00 A)TL

0,00 P1

>,0< 77;. P"

,=?


138/187

%#er9A:

- REFJ

0,00

0,00

0,00

0,00 A)TL

0,00 P1

0,00 77;. P"0,00 76;6

0,00

0,00

0,00 A)TL


139/187


140/187

%#er9A:

- REFJ


141/187

0,00 173;38

0,00 176;+8

0,00 P1

0,00 77;. P"

1,2?


142/187

%#er9A:

- REFJ


143/187

%#er9A:

- REFJ


144/187


145/187

%#er9A:

- REFJ


146/187


147/187

%#er9A:

- REFJ

ee/Per#mee

r #(,m$-


148/187


149/187

0,00

0,00 A)TL

0,00 P1

0,00 77;. P"

0,00 76;6

0,00 77;. P"

0,00 76;60,00

0,00

0,00 A)TL

0,00 P1

0,00 77;. P"

0,00 76;6

0,00 A)TL

0,00 P1

0,00 77;. P"

0,00 76;6

0,00 77;. P"

0,00 76;6

0,00

0,00

0,00 A)TL

0,00 P1

0,00 77;. P"

0,00 76;6

0,00

0,00

130,31


150/187


151/187

181;3+


152/187

O(struction calculation B7 *ater *a7 provided

T&a* D#$charge> 67;27

D#$charge%r&0#/e/ A:&0e RTL > .;27

'aer 'ay %r&0#/e/ Thr&ugh )&5 > .82;6

T&a* D#$charge > .11;.

$+/"$: 5&5


153/187

Ch

12;.8


154/187

"+;"8

+8;88

12;.8

"+;"8

+8;88

+2;68

.+;28

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

+2;68

.+;28

12;.8

"+;"8

+8;88


155/187

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

+2;68

.+;28

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

+2;68

.+;28

12;.8

"+;"8

+8;88


156/187


157/187

Ch

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

+2;68

.+;28

!2;68

12;.8

"+;"8

+8;88

12;.8

"+;"8


158/187

+8;88

+2;68

.+;28


159/187

Ch

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

+2;68

12;.8

"+;"8

+8;88

12;.8

"+;"8


160/187


161/187

Ch

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

+2;68

12;.8

"+;"8

+8;88

12;.8

"+;"8


162/187


163/187


164/187

Ch

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

+2;68


165/187

12;.8

"+;"8

+8;88

REFJ


166/187

Ch

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

+2;68

"+;"8

+8;88

+2;68

+2;68

"+;"8

+8;88

+2;68

+2;68

"+;"8

+2;68


167/187

"+;"8

+8;88


168/187

Ch

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

+2;68

"+;"8

+8;88

+2;68

+2;68

12;.8

"+;"8

+8;88

+2;68


169/187

Ch

12;.8


170/187

"+;"8

+8;88

12;.8

"+;"8

+8;88

+2;68

"+;"8

+8;88

+2;68

+2;68

12;.8

"+;"8

+8;88

+2;68

"+;"8

+8;88

+2;68


171/187

Ch

12;.8


172/187

"+;"8

+8;88

12;.8

"+;"8

+8;88

+2;68

"+;"8

+8;88

+2;68

+2;68

12;.8

"+;"8

+8;88

+2;68

"+;"8

+8;88

+2;68

+2;68


173/187

Ch


174/187

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

+2;68

.+;28

12;.8

"+;"8

+8;88

+8;88

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

+2;68

.+;28


175/187

12;.8

"+;"8

+8;88

+8;88

12;.8

"+;"8

+8;88

12;.8

"+;"8

+8;88

+8;88

12;.8

"+;"8

+8;88


176/187


177/187


178/187

cecs

cecs

cecs

cecs


179/187

#a%e -a"sis for @arios Arade of cocer%eCee% Arade g

B150 320

B200 400

B250 450B300 475

B350 500

B400 525

B450 540

#a =or diff grade

?%e No )

Sor +r P 17( ?% 64 + B200 5))3

E,%ra Cee% 50 g

ra%e 5.) #s/g 2(0

#a%e 6173

?%e o 10

Sor +r P 1)0 ?% No 66+ B 200 57(4

cee% 50 g

ra%e 5.) #s/g 2(0

#a%e 60)4

?%e o 11

Sor +r P 1)2 ?% No 75 B 250 6503

cee% 25 g

ra%e 5.) #s/g 145

#a%e 664)

Name of Work: Constructing +la( "rain on 6hed(rahma ;a)mipura AntarsumApproach Road

Pro@idig ad cas%ig i si% co%ro""ed cee% cocer%e B 250 =or Pire* ab%e% aic"dig * ce%erig* s'%%erig scaffo"dig !'ere ecessar "aig @ibra%ig crig aic"dig -o, Pai%ig of E,%erior Srface

Pro@idig ad cas%ig iBsi% co%ro""ed cee% cocre%e 250 for #.C.C. !ors i i

!a"" ic"dig co%ro""ed cee% cocre%e 300 bed b"oc or edas%a"s of reired sizde%ai"ed dra!ig ce%erig* s'%%erig *scaffo"dig* !'er@er ecessar "aig * @ibra%igco"e%e

Pro@idig ad cas%ig iBsi% co%ro""ed cee% cocre%e 300 for #.C.C. so"id s"ab icrig ad fiis'ig co"e%e.


180/187

?%e o 6

Sor +r P 1)7 ?% No (1 + B 200 4(51

cee% 75 g

ra%e 5.) #s/g 435

#a%e 53)6

?%e o 7

Sor +r P 1)7 ?% No (3 + B 200 4(36

cee% 50 g

ra%e 5.) #s/g 2(0

#a%e 5226

?%e o (

Sor +r P 1)( ?% No 103 + B 200 51)(

cee% 50 g

ra%e 5.) #s/g 2(0

#a%e 547(

De% E,ec%i@e Egieer E,ec%i@e Egi

Pac'aa% #+ Sb Di@isio Pac'aa% #+ Di

+'i"oada &ia%agar

Pro@idig ad cas%ig iBsi% co%ro""ed cee% cocre%e B300 for a@erage 75 %'icdirec%ed ic"dig %aig* @ibra%ig fis'ig crig ad fi""ig i 9oi%s !i%' bi%e co

Pro@idig ad cas%ig iBsi% co%ro""ed cee% cocre%e 250 for erb/erb b"ocs ifiis'ig co"e%e.

Pro@idig ad cas%ig iBsi% co%ro""ed cee% cocre%e 250 for aroac' s"ab ic"fiis'ig co"e%e


181/187

=or S"ab Warrig Coa% ad erb

B 350 Co%ro""ed

B250 co%ro""ed 5)))

cee% 50 g

ra%e 5.) #s/g 2(0

#a%e 617)

arb

B 350 Co%ro""ed

B200 co%ro""ed (3 + 4733

cee% 100 g

ra%e 5.) #s/g 5)0

#a%e 5313

Warig coa%

B 350 Co%ro""ed

B200 co%ro""ed (1+ 4(51

cee% 100 g

ra%e 5.) #s/g 5)0

#a%e 5531

- s"ab

B 350 Co%ro""ed

B200 co%ro""ed (1+ 4606

cee% 100 g

ra%e 5.) #s/g 5)0

#a%e 51)6


182/187

435(

)0 4)0

4)3(

(a road to 9alodi7a

re%r as er dra!igfiis'ig co"e%e.

r ca ab%e% ca ad dir%

e be"o! bearig as er* crig ad fiis'ig

"dig ce%erig scaffo"dig


183/187

er

@isio

!earig cos% "aid as"e%e.

"dig for!or* crig ad

dig for!or crig ad


184/187


185/187

)0

464


186/187


187/187

Documents

Box Culvert Corrected for Other Final 1