hlb butchi dagadarthi road 334.00 lakhs

7/25/2019 Hlb Butchi Dagadarthi Road 334.00 Lakhs

1/79

GOVRRNMENT OF ANDHRA PRADESHROADS & BUILDINGS DEPARTMENT

Detailed Cum Abstract Estimate

Estimate Rs. 334.00 Lakhs

Circle : R&B! Circle Nell"re

Di#isi"$: R&B! %i#isi"$ a#ali

S'( Di#isi R&B! S'( %i#isi"$ "#'r

Sec)i"$: R&B! Sec)i"$ All'r

Name of work : Construction of Hig !e"el #ridge $%m.&'(&00 of #utci ) Dagadarti Road in *+* Nellore

District


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,eneral Abstract

* C"s) "+ Bri%,e -"rk *./0.12.233

4 C"$s)r'c)i"$ "+ a55r"aches 10.62.124

-otal: &&''/4&!* +ro"isions:

3 LS Pr"#isi"$ )"-ar% VAT a7 89 .8.000

1 LS Pr"#isi"$ )"-ar% Sei,$i"ra,e char,es 1.88./1

8 LS Pr"#isi"$ )"-ar% ;'ali)< c"$)r"l 7 0=809 .800

6 LS Pr"#isi"$ )"-ar% R"a% Sa+e)< i$)er#e$)i"$s 8.00.000

LS Pr"#isi"$ )"-ar% A#a,aha$a Sa%ass'l' *8.000

/ LS Pr"#isi"$ )"-ar% Price a%>'s)?e$) 38.00.000

2 LS Pr"#isi"$ )"-ar% Shi+)i$, "+ ')ili)ies *0.00.000

*0 LS Pr"#isi"$ )"-ar% *0.00.000

** LS Pr"#isi"$ )"-ar% F"r?i$, %i#ersi"$ r"a% 8.00.000

*4 LS Pr"#isi"$ )"-ar% G'i%e 5"s)s.ca's)i"$ ("ar%s.si,$ ( 1.00.000

*3 4.00.000

*1 LS Pr"#isi"$ )"-ar% c"$+"r?a)"r< ("res +"r s"il *0.00.000

*8 LS Pr"#isi"$ )"-ar% )rai$i$, -"rks +"r #a,' /.00.000

*3 LS Pr"#isi"$ )"-ar%s La$% ac@'isi)i"$ *0.00.000

*1 LS Pr"#isi"$ )"-ar% C"$)i$,e$ceis a$% r"'$%i$, " 8.44

,rand -otal: 33400000

Name of work : Construction of Hig !e"el #ridge $ %m.&'(&00of #utci ) Dagadarti Road

i%e$i$, )he eis)i$, c'l#er) "$%a,a%ar)hi si%e a55r"aches

LS Pr"#isi"$ )"-ar%s 5re s'r#e< es)i?a)e 5re5era)i"$"+ %ra-i$,s . si)e 5la$. es)i?a)e. cr"ss sec)i"$ %e)ails=


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Assis)a$) Eec')i#e E$,i De5')< Eec')i#e E$,i$eer Eec')i#e E$,i$eer

R&B! Sec)i"$ All'r R&B! S'( Di#isi"$. "#'r R&B! Di#isi"$ a#ali


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304382238.xls

DE-A1!ED C2 A#*-RAC- E*-1A-E

Name of work : Construction of Hig !e"el #ridge in %m.&'(&00 of #utci ) Dagadarti Road

Descri5)i"$ "+ i)e? N"s

Meas're?e$)s

;)< A?"'$)L B D

*

Pa#e?e$)s * * 68=000 =000 0=300 *36=80Cr"ss -alls * 6 6=400 0=600 *=000 44=34L"$, -alls * 4 68=000 0=100 *=000 84=00

4*0=/4

A%% +"r #aria)i"$s 0=*/0

*16=00 30./06

c'? c'?

4

Ra+) U5)" e$% "+ -i$, -all * * 0=410 *0=/00 4=00

P'cca a5r"$s "$ US * * 68=660 3=000 *=080 406=/3

P'cca a5r"$s "$ DS * * 68=660 8=000 *=080 311=4

F"r T"e -alls @'a%ra$)s 4 4 0=600 0=600 *4=/

T"e -all s)rai,h) 5"r)i"$ 4 4 6=000 0=600 0=600 /=61

De%'c) 5"r)i"$ "+ )"e -all i$)erce5)e% (< ra+) a5r"$ *=48

a%% +"r #aria)i"$s 3/0=00

41=00 4.000

c'? c'?

3

U$%er Ra+) '5)" e$% "+ -i$, - * * 0=410 *0=/00 0=600

%e%'c) 5"r)i"$ i$)erce5)e% (< e,= F"'$%a)i"$ 861=00 4.8.*/1

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N"

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Dismantalling te eisting structures like c'l#er)s . (ri%,es.ra)ai$i$, -alls a$% ")hers c"?5risi$, "+ ?as"$ar< ce?e$) c"$cre)e-""% -"rk s)eel -"rk. i$cl'%i$, T&P a$% sca"l%i$, -heree#er$ecessar< s"r)i$, )he %is?a$)le% ?a)erial. %is5"sal "+ '$ser#icea(le?a)erial -i)h a lea% "+ *000? a$% all li+)s e)c c"?5le)e as 5erMORT&H s5ecica)i"$ N"=404=4=1 a$% as %irec)e% (< )he E$,i$eer i$char e

Eartwork eca"ation in soils u5to *DR (< ?echa$ical ?ea$s +"r+"'$%a)i"$s "+ s)r'c)'res as 5er %ra-i$, a$% )ech$ical s5ecica)i"$i$cl'%i$, se))i$, "'). c"$s)r'c)i"$ "+ sh"ri$, a$% (raci$,. re?"#al "+s)'?5s a$% ")her %ele)eri"'s ?a))er. %ressi$, si%es "+ ("))"?. (acklli$, )he eca#a)i"$ ear)h )" )he e)e$) re@'ire% e)c=. c"?5le)ei$cl'%i$, sei,$i"ar,e char,es +"r $ishe% i)e? "+ -"rk as 5eroR-6H s5eci7cation 3041)h Re#isi"$! a$% as %irec)e% (< )he

=2

*and 7lling in foundation i$cl'%i$, c"s). sei,$"ira,e a$%c"$#e


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304382238.xls

Descri5)i"$ "+ i)e? N"sMeas're?e$)s

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1

Lea$ c"$cre)e '$%er Ra+) * * 0=410 **=00 0=*80

Lea$ c"$cre)e '$%er 5'cca a5r * * 68=660 3=000 0=*80 42=81

Lea$ c"$cre)e '$%er 5'cca a5r * * 68=660 8=000 0=*80 12=418

P'cca a5r"$ US * * 68=660 3=000 0=300 82=021

P'cca a5r"$ DS * * 68=660 8=000 0=300 2/=120

Bel"- a5r"ach sla( * * 1=*10 6=600 0=*80 1=022

c'? c'?

8

U$%er a(')?e$)s 5iers a$% -i * * 0=410 **=00 *=800

c'? c'?

6

A(')?e$) rec)a$,'lar +"")i$,s * 4 *0=*00 4=200 0=600 38=*1/

A(')?e$) )ria$,'lar +"")i$,s * 4 *0=*J**=4! 4 0=600 0=60! 4 3=/31

i$, -all Rec)a$,'lar +"")i$,s 4 4 4=120 4=600 0=600 *8=83/

%" )rai$,'lar 5"r)i"$ 4 4 3=*0J3=0! 4 0=600 0=60!4 4=180

Pier B"))"? +"")i$, * 6 *0=600 4=400 0=300 1*=26

Pier )"5 +"")i$, * 6 *0=000 *=600 0=300 4/=/00

6.18.634

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8ibrated cement concrete &0 ,rade C"$cre)e 'si$, 10?? .40?? a$% *0?? siKe HBG cr'she% s)"$e a,,re,a)e C"arsea,,re,a)e c"$+"r?i$, )" )a(le *000* a$% $e a,,re,a)e c"$+"r?i$,)" )a(le *0004! i$cl'%i$, c"s).sei,$"ra,e a$% c"$#e


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304382238.xls


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A(')?e$) rear )rai$,le * 4 1=2J=*2! 4 *=680 1=**2 /4=*6

A(')?e$) rec)a$,le * 4 2=*20 0=00 1=**2 84=228

A(')?e$) +r"$) )rai$,le * 4 2=*2J*0=*0! 0=88! 4 1=**2 4*=/80

i$, -all rear )rai$,le 4 4 4=12J1=*1! 4 =381J*=80! 1=**2 80=630

%" 4 4 1=*10 0=381! 4 *=40 3=40

i$, -all rec)a$,le 4 4 1=*10 0=800 8=3/2 11=64*

i$, -all +r"$) )ria$,le 4 4 1=*10 0=60! 4 8=3/2 46=0

%" %" 4 4 0=0J0=88! 4 =60J0=*1*! 1=**2 3=620

Piers s)rai,h) 5"r)i"$ * 6 /=100 0=6J*=0! 4 1=**2

%" c') a$% ease -a)ers 4 6 1=**2 2=80

s@? s@?

/

Be% (l"cks "#er 5iers S)=5"r)i" * 6 /=100 0=200 0=800 44=6/0

%"C') a$% ease -a)ers 4 6 0=200=18! 4 0=800 *=440

%" "#er a(')?e$)s * 4 /=4/4 0=80 0=800 6=4*4

Backi$, -all "#er a(')?e$)s * 4 /=100 0=3*0 0=380 *=/43

%" %" 4 4 =*/4/=1! 0=3*0 =68J0=*4 0=33

34=30/

33=000 *./6.484

c'? c'?

8ibrated cement concrete &0 ,rade C"$cre)e 'si$, 10?? .40?? a$% *0?? siKe HBG cr'she% s)"$e a,,re,a)e C"arsea,,re,a)e c"$+"r?i$, )" )a(le *000* a$% $e a,,re,a)e c"$+"r?i$,

)" )a(le *0004! i$cl'%i$, c"s).sei,$"ra,e a$% c"$#e


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304382238.xls


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2

Deck sla( "#er s5a$s * /=1 /=100 0=680

er(s "#er s5a$s 4 /=1 0=180 0=48 *8=*14

er(s "#er -i$,s 4 4 1=18 0=180 480=*4! *=410

sa<

c'? c'?

*0

O#er sla(s * /=10 =800 80J0=*4 31=340O#er a55r"ach sla( * 4 1=180 =800 80J0=*4 1=220

4 32=3*0

sa< 10=000 4.4.4/0

c'? c'?

**

A55r"ach sla( * 4 1=180 =80 0=300 *=640

sa< */=000 *.03.836

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8ibrated reinforced cement concrete &9 grade 'si$, 40??& *0?? HBG cr'she% s)"$e a,,re,a)e C"arse a,,re,a)e c"$+"r?i$,)" )a(le *000* a$% $e a,,re,a)e c"$+"r?i$, )" )a(le *0004!i$cl'%i$, c"s). sei,$i"ra,e c"$#e


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304382238.xls


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*4

O#er s5a$s 4 /=10

O#er i$,s 4 4 1=180 *=/00

sa< 42/=00 14.0*/

R? R?

*3

Be% (l"cks a$% (acki$, -alls 33=000 400k,c'? 6=600

11*=3*0 60k,c'? 46=12

0=330

33=102

M) M)

*1

3*1=63c'? 3*1=63 16=* *2=116

eari$, c"a) 3,ss@? /=1=80 J 41=18=80 3*000 *=8

A55r"ach sla( 7 *60k,c'? *=64*60*000 4=/*2

**=0*10=*6*000 *=610

A%% h"rses "+ sla( 4=40

*=10042=0/2

Construction of 5recast 8RCC railing "+ M40 ,ra%e 'si$, HBGcr'she% s)"$e a,,re,a)e "+ siKe $") ecee%i$, *4 ?? a$% $ea,,re,a)e c"$+"r?i$, )" )a(le *0004 )r'e )" li$e a$% ,ra%e.)"lera$ce "+ #er)ical RCC 5"s) $") )" ecee% * i$ 800. ce$)re )" ce$)re

s5aci$, (e)-ee$ #er)ical 5"s)s $") )" ecee% 4000??. lea#i$,a%e@'a)e s5ace (e)-ee$ #er)ical 5"s)s +"r e5a$si"$ i$cl'%i$, c"s).sei,$i"ra,e c"$#e


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304382238.xls


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M) M)


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304382238.xls


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*8

Filli$, a(')?e$)s * 4 =686=424 4 1=**2 14=60

* 4 *=68 6=424J=0 4 *=40 4=/80

i$,s * 4 4=120 =0J=0 8=3/2

De%'c) +"r l)er ?e%ia 1=240

De%'c) a55r"ach sla( * 4 1=*10 6=600 0=80 3*=*80

sa< 180=00 80./80c'? c'?

*6

F"r a(')?e$)s * 4 =0J6=424 0=600 4=100

F"r a(')?e$)s * 4 =424J=0 *=4 0=600 *0=*30

i$,s 4 4 =12J1=*1 0=600 11=800

De%'c) a55r"ach sla( * 4 6=600 0=14 0=600 3=330

De%'c) a55r"ach sla( 5"r)i"$ 4 4 1=*10 0=8 0=100 3=/0

1=240

sa< 8=000 /.300

c'? c'?

#ack 7lling beind Abutments -i)h ,ra#el i$cl'%i$, c"s).c"$#e


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304382238.xls


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*

F"r Deck sla( * / /=100 0=6800 32=000

Sla( -eari$, c"a) >"i$) * / =800 8J0=*4! 4 1=120

er( >"i$)s 4 / 0=180 0=48 *=2/0

eari$, c"a) si%es 4 /=10 0=08 6=*40

eari$, c"a) ce$)re * /=10 0=*40 =310

A55r"ach sla( si%es 4 4 1=180 0=080 0=/20

ce$)re 4 * 1=180 0=*40 *=00

C"$s)r'c)i"$ >"i$) i$ ra+) * 4 *0=/00 *=380 42=*60

%" -i$,s 4 4 =60J3=40 0=600 6=260

%" 4 4 =40J0=80 8=3/2 32=//0

sa< /08=00 *.*0.4/8

s@? s@?

*/

F"r ;'a%ra$)s 4 4 8=3/2 0=448 42=010

%" s)ri,h) 5"r)i"$ 4 4 6=00 =3/2 0=448 1*=*80

0=*20

*=000 *.*3.*03

c'? c'?

*2

+"r @'a%ra$)s 4 4 8=3/2 0=600 0=600 *4=/0

%" s)ri,h) 5"r)i"$ 4 4 6=00 0=600 0=600 /=610

4*=8*0

44=000 38.016

c'? c'?

+ro"iding astic 5ad 4= 0 1= 0 0=60 M *=40 M! "+ *48=10??! +"r e5a$si"$ >"i$)s i$cl'%i$, c"s). c"$#e


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304382238.xls


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40

;'a%ra$)s4 4

8=3/2 =3/2 0=*80 *2=360

S)ri,h) 5"r)i"$ 4 4 6=000 =3/2 0=*80 4=110

16=/00

sa< 1=000 180=00 4*.*80

c'? c'?

4*

8 4 4=100 41=000

6 4 *=200 44=/00

8 4 *=100 *1=000

1 4 4=300 */=100

1 3 *=200 44=/00

1 3 *=800 */=000

1 1 *=*00 *=600

sa< /=00 *4.006

R? R?

44

4 *1=000 /1=00 *4.436

N"s Each

@@@

,ra"el backing beind re"etment -i)h ,ra#el i$cl'%i$, c"s).c"$#e


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304382238.xls

DE-A1!ED C2 A#*-RAC- E*-1A-E

=orming A55roaces

Descri5)i"$ "+ i)e? N"s Meas're?e$)s ;)< A?"'$)L B D

*

;'a$)i)< as 5er se5ara)e shee)

c'? c'?

4

Che$$'r si%e * * *18=000 =300 0=400 4**=0

Da,a%ar)hi s%ie * * *38=000 =300 0=400 *2=*010/=/0

a%% +"r #aria)i"$s 6=10

1*8=40

c'? c'?

3

Che$$'r si%e * * *18=000 =300 0=480 461=63

Da,a%ar)hi s%ie * * *38=000 =300 0=480 416=3/

8**=00

a%% +"r #aria)i"$s 4=00

8*3=00

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Name of work : =orming a55roaces to te of Hig !e"el #ridge $ %m.&'(&00 of#utci ) Dagadarti Road

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=orming embankment-i)h ,ra#el i$cl'%i$, c"s). sei,$i"ra,echar,es a$% c"$#e


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304382238.xls


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1

Che$$'r si%e * * *18=000 =000 *0*8=00

Da,a%ar)hi s%ie * * *38=000 =000 218=00

*260=00

a%% +"r #aria)i"$s *0=00

*20=00 42=00 8.*30

s@? s@?

8

+"r BM a$% SDBC

Che$$'r si%e * 4 *18=000 =000 4030=00

Da,a%ar)hi s%ie * 4 *38=000 =000 */20=00

3240=00a%% +"r #aria)i"$s *0=00

3230=00 *0=10 10./4

s@? s@?

6

Che$$'r si%e * * *18=000 =000 0=048 48=3/

Da,a%ar)hi s%ie * * *38=000 =000 0=048 43=63

12=00

a%% +"r #aria)i"$s *=80

80=80

c'? c'?

Pr"#i%i$, 80?? )hick c"?5ac)e% Bi)'?i$"'s c"$cre)e

Pr"#i%i$, a$% a55l


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304382238.xls


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Che$$'r si%e * * *18=000 =000 0=080 80=8

Da,a%ar)hi s%ie * * *38=000 =000 0=080 1=48


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S.No Chainage Distance Area Average area Qty

Chennur side

1 20.875

2 20.900 25 4.25 2.1! 54.0!!

20.950 50.000 1.594 8.959 447.974

4 21.005 55.000 !.40 24.9!7 17.171

5 21.020 15.000 !.920 !.!0 549.449

18.4!0 0.000

Dagadarthi side

1 21.090 8.597

2 21.105 15.000 40.075 9.! 590.040

21.150 45.000 21.900 0.987 194.41

4 21.200 50.000 !.49 14.124 70!.208

5 21.225 25.000 0 .1744 79.!0

255.000 "ota# 5140.!1

$ross %uantity& 5140.!1

Deduct 'or crust& !51.525Net Quantity& 4489.10!

510.894

5000 Cu.(

Add 'or variation o'#eve#s


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COMPUTATION OF ;UANTIT OF GRAVEL FORMATION

Sl NO CS area?4 A#era,e ares?4 Dis)a$ce ? ;'a$)i)


19/79

*eigniorage carges abstract

Me)al: F"r c"$cre)e i)e?s 41=00 0=20 414=30

Fil)er ?e%ia 8=00 *=40 20=00

Re#e)?e$) 23=00 *=40 ***=60

GSB 1*8=40 *=4/ 83*=16

MM 8*3=00 *=34 6=*6

SDBC 80=80 *=16 3=/

3286=30 80=00M3 *2/*1=/3

Sa$% F"r c"$cre)e i)e?s *328=88 0=18 64/=00

Sa$% ll 186=00 *=40 81=40

**8=40 10=00M3 100=2828

Gra#el Gra#el ll *60=00 *=40 *24=00 44=00M3 1441=00

Gra#el F"r?a)i"$ 8000 *=4/ 6100 44=00M3 *10/00=00

Ear)h Ear)h +"r +"'$%a)i"$s 3000=00 *=00 3000=00 44=00M3 66000=08

188/16=/1

sa< 188/1=00


20/79

L"ca)i"$ "+ )he Bri%,e

Ce$)ral P"i$): ?=4*=008

le$,)h "+ )he Bri%,e "')er )" O')er "+ a55r"ach sla( 0=410?=

This -ill (e )he 38=*4? each "$ ei)her si%e "+ k?=4*=008

Pr"#i%i$, a s)ria,h) 5"r)i"$ "+ 300? "$ ei)her si%e

S)ar)i$, chai$a,e "+ )he s)ria,h) 5"r)i"$

4*=0080=038*4=0*8

4*=0080=080*4

k?= 4*=001//

sa


21/79

*ailient features of te #ridge

* L== :

4 Sill le#el "r! L"-es) (e% le#el : J2/=33* M

3 : 0=200 M

1 H=F=L : .J*04=080 M

8 Sill le#el )" H=F=L : 3=*2 M

6 Sill le#el )" B"))"? "+ Sla( : 1=6*2 M

Sill le#el )" ("))"? "+ Ra+) : 0=60 M

/ Thick$ess "+ Ra+) : *800 ??

2 Thick$ess "+ Lea$ c"$cre)e : *80 ??

*0 Thick$ess "+ Sa$% c'shi"$ : 600 ??

** Thick$ess "+ Be% (l"ck : 0=800 M

*4 B"))"? "+ Be% (l"ck le#el : J*04=18 M

*3 Sill le#el )" )"5 "+ A(')?e$) : 1=**2 M

*1 B"))"? le#el "+ Deck sla( : J*04=280 M

*8 De5)h "+ Deck sla( : 0=680 M

Name of work : Construction of Hig !e"el #ridge $ %m.&'(&00 of #utci )Dagadarti Road

/=0 M clear s5a$s N"s as 5er Dra-i$, N"=BD*1 & BD41 s'i)a(l< cha$,e% +"r 6=60M clear s5a$ a$% er(s=

T")al -i%)h 6=60J4=00=18! =88 M

Ver)ical cleare$ceHFL )" B"))"? "+ sla(!


22/79

*ailient features of te #ridge

*6 T"5 le#el "+ Deck sla( : J*03=600 M

* Thick$ess "+ eari$, c"a) : *40?? 7 ce$)re & 80?? 7 e%,e

*/ R=C=L : J*03=40 M

*2 Le$,)h "+ A55r"ach sla( : 1=180 M

40 Sill )" R=C=L : 8=3/2 M

4* T"5 "+ Ra+) le#el : J2=3* M

44 B"))"? "+ Ra+) le#el : J26=3/* M

43 B"))"? "+ lea$ c"$cre)e : J26=43* M

41 B"))"? "+ Sa$% c'shi"$ le#el : J28=63* M


23/79

Na?e "+ -"rk : C"$s)r'c)i"$ "+ Hi,h Le#el Bri%,e 7 ?=4*400 "+ B')chi Da,a%ar)hi R"a%

Ve$)s /=00M Clear s5a$s !

DE*1,N B= RA=- =B2NDA-1BN*

!engt of Raft u5 to Construction oint

I! !BAD* BN -HE RA=-

1 Dead loads

a!

46=40

(! /6=6

c! Deck sla( GOI %r,= N"=BD41 /=1=800=684=80 18=63

% er(s "+ sla(s 4/=10=180=484=80 3=/6

*=8*

e Be% (l"cks "#er a(')?e$)s 4/=4/40=80=804=80 *8=83

+ 3=8/

4=0*

, 80=63

3=01

Abutments wings +iers abo"e sill le"el:

/3=21

A(')?e$): Rec)a$,le *4 /=4/4 0=0 1=**2 4=10 **1=64

1=83

32*=1

43=32

Le,)h "+ -i$, -all +r"? (ack "+ (acki$, -all -i)h ear)h sl"5e *V : *H -i)h re#e)?e$)

448?? )hick ,r"')e% i$ CC M*8 R=C=L Sill ! 0=88 0=0 *03=4 2/=33* ! *=48 8=3/2 *=48 1=*32 "r 1=*1

Le$,)h "+ Ra+) '5 )" c"$s)r'c)i"$ >"i$) /=0? J 6 0=6 J4 0=0J*=68J0=40! 86=00 J 1=86 J 8=*0 68=66 M

idt of Raft'5 )" e$% "+ -i$, -all +"")i$, *0=/0 Mi%)h "+ Ra+) '$%er Pier *0=/0 Mi%)h "+ Ra+) +"r %esi$, 5'r5"se *0=/0 M

Ha$% rails 7 400 k,sR? GOI %r,= N"=BD862 T


24/79

3=8

3=22

Rec)a$,le 44 *=/8 0=80 8=3/2 4=10 1=/8

Fr"$) )ria$,le 44 *=/8 0=60 4 8=3/2 4=10 4/=*

44 0=0J*=48 4 0=60J0=*1* 4 1=**2 4=10 /=/8

Abutments wings +iers #elow sill le"el:

/=1

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24=*2

64=20

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)rai$,'lar +"")i$, 44 3=*0J3=*04 0=60J0=604 4=10 8=//

i! eigt of eart

Marke% A! 4 *=68J6=424 4 1=**2 *=/0 =0*

Marke% B! 4 *=686=424J=04 *=4 *=/0 80=*1

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J4 1=0J=0 4 0=40 8=3/2 *=/0 4*=31

T")al: 4*60=0/

E==EC- B= !18E !BAD

a! IRC class TOR Tracke% #ehicle -"rs) eec) -i)h si$,le!

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S)ress "$ Ra+) 0 68=66 *0=/0!

(! IRC class TOR Tracke% #ehicle si$,le #ehicle +"r -"rs) eec) !

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44 *=/8 0=381 *=4 4=104

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Piers *s)+"")i$, 62=04=400=304=10

Piers 4$%+"")i$, 62=*0*=600=304=10

S)ress %'e )" Dea% l"a% 4*60=0/ 68=66*0=/0 3=08 TM4

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Ne) s)ress : 3=08J0=36 3=1* TM4

a$% 3=08 ! 0=*6 4=/2TM4


25/79

M

C=G "+ L"a%s +r"? )he rs) *T L"a%

*26=/6J40/=33J*0=40! *00 8=*41

Esse$)rici)< 68=66 4 ! *=/8 ! 8=*41 34=/3 ! 6=21 48=/86

Ne) s)ress 3=08J0=84 3=8TM4

& 3=08! 0=41 4=/* TM4

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= = = = = =1*J4*4J/!

***=8/J*4*=36J/*3=16/J41J/

S)ress *00 68=66 *0=/0 * 6 42=/86 68=66 0=*1 *4=3!

0=84TM4c"?5ressi"$ & 0=41TM4Te$si"$

There+"re IRC class OR -heele% #ihicles,"#er$s %esi,$


26/79

D1*-R1#2-1BN =AC-BR*

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*4 40


27/79

**=68J0=*4**=T?

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30

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430

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6X FEM 7 P

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430

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6 4=/8 6=*3

4J 0=0 6=*34

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430


28/79

B8EEN- ) D1*-R1#2-1BN CHAR-

W"i$)

Me?(er

D=F 0=84 0=1/ 0=80 0=80 0=80 0=80 0=80 0=80 0=80 0=80 0=1/ 0=84

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Bala$ce 0=66 0=60 0=*8 0=*6 0=*8 0=*8 0=*8 0=06 0=*8 0=*6 0=2 0=/6

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Bala$ce 0=01 0=01 0=** 0=** J0=0/ J0=0 J0=0/ J0=0 0=41 0=43 0=01 0=01

Carr< "#er 0=04 0=08 0=04 0=01 0=06 0=01 0=01 0=*4 0=01 0=04 0=*4

FEM *0=6* **=64 **=6 *4=*2 *4=*3 **=8 **=/* **=34 **=*6 **=*4 **=06 2=22 2=/

Bala$ce 0=03 0=04 0=03 0=03 0=*4 0=*4 0=0/ 0=0/ 0=03 0=03 0=06 0=06

Carr< "#er 0=0* 0=04 0=0* 0=06 0=0* 0=01 0=06 0=0* 0=01 0=03 0=04

FEM *0=6 **=68 **=6 *4=* *4=* **=6/ **=3 **=3 **=48 **=08 **=*4 2=2* 2=23

Bala$ce 0=0* 0=0* 0=03 0=01 0=03 0=04 0=04 0=03 0=01 0=03 0=0* 0=0*

Carr< "#er 0=04 0=04 0=04 0=0* 0=0* 0=04 0=0* 0=04

FEM *0=6 **=66 **=6/ *4=*1 *4=*4 **=62 **=4 **=42 **=46 **=0/ **=02 2=21 2=24

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Carr< "#er 0=0* 0=0*

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Bala$ce 0=0* 0=0*

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A*

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29/79

i. =E '&.'3 -m


30/79

Ma= FEM *4=*3 T=?

F"r VCC M*8 ,ra%e c"$cre)e ?ai?'? 5er?issi(le )e$sile s)ress i$ (e$%i$,

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H"-e#er a S=B=C "+ 2=00 T M4 is rec"??e$%e% +r"? s"il )es)s res'l)s


31/79

*=38M

CC M*8

?4


32/79

H;DRA2!1C ) CA!C2!A-1BN*

D1*CHAR,E CA!C2!A-1BN*

S)a)e?e$) sh"-i$, )he GLs "$ )he s)rea?

Sl N" CS 7 Chai$a,e G=L H=F=L

* 800 ? US J22=061 J*04=82

4 480 ? US J2/=631 J*04=34

3 A) si)e "+ cr"ssi$, J2/=33* J*04=08

1 480 ? DS J2/=40* J*0*=68

8 800 ? DS J2=2/2 J*0*=8*

Be% le#el sl"5e calc'la)i"$s:

Be% le#el 7 800? US 22=061

Be% le#el 7 800? DS 2=2/2

Diere$ce i$ (e% le#el i$ *000? *=08

Be% sl"5e *=08 *000 0=00*08

R',"ci)< c"eec) $ 0=018 +"r -i%e$i$,. s"?e 5""ls. a$% sh"als.clea$ . i$eec)i#e sl"5e a$% sec)i"$s "+ )he s)rea?


33/79


34/79

AREA ) 8E!BC1-; E-HBD

C(* $ 900 2(*

0=000 *0*=1/0 *04=820 *=**00=20 8=000 1=81 0=108 8=040

0=008 *0*=//8 *04=820 0=080=*3 8=000 3=86 0=0*6 8=000

0=0*0 *0*=/62 *04=820 0=4*0=0* 8=000 3=8* 0=010 8=000

0=0*8 *0*=202 *04=820 0=6/*0=610 8=000 3=40 0=0/4 8=000

0=040 *0*=22* *04=820 0=822*=410 8=000 6=40 *=4/* 8=*60

0=048 *00=*0 *04=820 *=//0

4=03 8=000 *3=8* *=616 8=4600=030 22=061 *04=820 3=846

3=40* 8=000 *6=00 0=680 8=0100=038 22=*1 *04=820 4=/6

4=626 8=000 *3=1/ 0=36* 8=0*00=010 *00=08 *04=820 4=8*8

*=330 8=000 6=68 4=3* 8=8300=018 *04=116 *04=820 0=*11

0=*/1 8=000 0=24 0=0/0 8=0000=080 *04=366 *04=820 0=441

0=86 8=000 4=// 0=03 8=0800=088 *0*=663 *04=820 0=24

88=000 1=13 86=0

H


35/79


C(* $ &90 2(*

0=000 *0*=88 *04=340 0=180=8 8=000 3=// 0=060 8=000

0=008 *0*=8*8 *04=340 0=/080=/4* 8=000 1=** 0=034 8=000

0=0*0 *0*=1/3 *04=340 0=/30=//0 8=000 1=10 0=06/ 8=000

0=0*8 *0*=32 *04=340 0=2430=232 8=000 1=0 0=033 8=000

0=040 *0*=361 *04=340 0=2860=223 8=000 1=2 0=08 8=000

0=048 *0*=4/2 *04=340 *=03*4=*08 8=000 *0=84 4=*1 8=110

0=030 22=*14 *04=340 3=*/3=134 8=000 *=*6 0=80/ 8=030

0=038 2/=631 *04=340 3=6/63=03* 8=000 *8=*8 *=3** 8=*0

0=010 22=218 *04=340 4=384=141 8=000 *4=*4 0=02/ 8=000

0=018 22=/1 *04=340 4=134=0*4 8=000 2=23 0=243 8=0/0

0=080 *00=0 *04=340 *=880*=06/ 8=000 8=31 0=261 8=020

0=088 *0*=31 *04=340 0=8/60=648 8=000 3=*3 0=02 8=000

0=060 *0*=688 *04=340 0=6680=** 8=000 3=86 0=023 8=000

0=068 *0*=864 *04=340 0=8/0=63/ 8=000 3=*2 0=432 8=0*0

0=00 *0*=/0* *04=340 0=8*20=384 8=000 *=6 0=331 8=0*0

0=08 *04=*38 *04=340 0=*/80=024 4=400 0=40 0=*/8 4=4*0

0=0 *04=340 *04=340 0=000

0=0/0 *04=880 =400 *01=*4 /=01

H


36/79


C(* $ *ite of crossing

40=28 *0*=36 *04=080 0=610=60 48=000 *2=00 0=*4 48=000

4*=000 *0*=401 *04=080 0=/160=// 48=000 44=*/ 0=0/4 48=000

4*=048 *0*=*44 *04=080 0=24/*=1*2 8=000 =02 0=2/* 8=*00

4*=030 *00=*1* *04=080 *=2024=*28 8=000 *0=2 0=8* 8=030

4*=038 22=80 *04=080 4=1/04=86/ 8=000 *4=/1 0=*6 8=000

4*=010 22=321 *04=080 4=6864=31 8=000 *3=6 0=*88 8=000

4*=018 22=432 *04=080 4=/**4=2*/ 8=000 *1=82 0=4*1 8=000

4*=080 22=048 *04=080 3=0483=34 8=000 *6=/6 0=621 8=080

4*=088 2/=33* *04=080 3=*23=1/* 8=000 *=1* 0=16 8=040

4*=060 2/=/0 *04=080 3=4133=4*0 8=000 *6=08 0=06 8=000

4*=068 2/=/1 *04=080 3=*63=*64 8=000 *8=/* 0=04/ 8=000

4*=00 2/=204 *04=080 3=*1/3=**/ 8=000 *8=82 0=060 8=000

4*=08 2/=264 *04=080 3=0//4=8*2 8=000 *4=60 *=*3/ 8=*30

4*=0/0 *00=*00 *04=080 *=280

T")al +r"? 4*=030 )" 4*=0/0 80=000 *16=32 80=430

4*=*00 *00=283 *04=080 *=02

0=28/ 48=000 43=26 0=4 48=0004*=*48 *0*=430 *04=080 0=/40

0=43 48=000 */=02 0=*23 48=0004*=*80 *0*=143 *04=080 0=64

*8=000 46=*/ *8=38

H


37/79

Dischar,e AV *01=*40=// 0=263 c'?sec

Dischar,e 46=*/ 0=263 48=42

C"$si%eri$, "$l< eec)i#e cha$$el Z"- +r"? Ch= 4*=03 )" 4*=0/0H


38/79


C(* $ &90 D(*

0=000 *00=188 *0*=68 *=3*0

0=/6 8=000 1=33 0=// 8=0/08=000 *0*=314 *0*=68 0=143

0=181 8=000 4=4 0=040 8=000*0=000 *0*=4/0 *0*=68 0=1/8

0=/21 8=000 1=1 0=/*/ 8=00*8=000 *00=164 *0*=68 *=303

4=026 8=000 *0=1/ *=8/8 8=48040=000 2/=/ *0*=68 4=///

3=446 8=000 *6=*3 0=66 8=08048=000 2/=40* *0*=68 3=861

3=80 8=000 *=81 0=**1 8=0*030=000 2/=3*8 *0*=68 3=180

3=*43 8=000 *8=6* 0=688 8=01038=000 2/=20 *0*=68 4=28

*=266 8=000 2=/3 *=682 8=4010=000 *00=642 *0*=68 *=*36

0=/01 8=000 1=04 0=661 8=01018=000 *0*=423 *0*=68 0=14

0=/32 8=000 1=40 0=38 8=08080=000 *00=88/ *0*=68 *=40

80=000 //=// 80=/6

H


39/79


C(* $ 900 D(*

*0=000 *0*=8

*0=660 *0*=8*0 *0*=8*0 0=0000=/*0 1=310 3=84 *=640 1=630

*8=000 22=/20 *0*=8*0 *=6404=861 8=000 *4=/4 *=// 8=310

40=000 2/=003 *0*=8*0 3=803=18 8=000 *=42 0=*00 8=000

48=000 2/=*03 *0*=8*0 3=103=161 8=000 *=34 0=**1 8=000

30=000 2=2/2 *0*=8*0 3=84*4=24 8=000 *1=/6 *=022 8=*40

38=000 22=0// *0*=8*0 4=144*=/// 8=000 2=11 *=062 8=**0

10=000 *00=*8 *0*=8*0 *=3830=83 8=000 3= *=400 8=*10

18=000 *0*=38 *0*=8*0 0=*830=*8/ 8=000 0=2 0=002 8=000

80=000 *0*=31/ *0*=8*0 0=*64

32=310 2=/* 10=31

H


40/79

Catcmetn Area etod

Ca)ch?e$) area M /=48 S@ ?

RVEs F"r?'la ; CM 43

C /=80 )here+"re ; /=80 /=48 43 /=81=06 31=81 c'?sec


41/79

Com5arision of Discarge

I! Dischar,e (< C=A= ?e)h"% 31=810II! Dischar,e (< A=V= Me)h"%

a! CS 7 800? US 68=840

(! CS 7 480? US 2*=630

4*=300

%! CS 7 480? DS 23=/60

e! CS 7 800? DS 2*=810

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Hea% %'e )" a['

0=*66?

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Vel"ci)< "+ a55r"ach

4=41?sec

The$ L Dischar,e % V

4*=36 3=*2 *=00 8/=130

M3sec

M3sec

M3sec

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+r"? )he el%s Z"-i$, )hr"',h )he ca'se-a


42/79

*CB2R DE+-H CA!C2!A-1BN*

There+"re Dischar,e 4*=30 *=30 4/4=12c'?secs

There+"re N"r?al Sc"'r %e5)h *=31

S+ Ass'?e% sil) +ac)"r *=00

There+"re "r! %s? *=31

*=31 4=21 3=21?

*=4%s? *=4 3=21 8=001?

There+"re Le#el "+ c')" -all HFL ! 8=001 J*04=08 ! 8=001 J2=016 ?

B"))"? le#el "+ lea$ c"$cre)e is a) l"-er le#el )ha$ Ma= Sc"'r= He$ce )here

is $" $ee% +"r c') " -alls=

"$ DS ?a< (e 5r"#i%e% +"r sa+e)< 5'r5"se=

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Si$ce a L== "+ 86M "$ 5ar -i)h eec)i#e -a)er Z"- is 5r"#i%e%. )here -ill $")

(e a$< sc"'r )ha$ )he L=B=L=M"re "#er ("))"? "+ lea$ c"$cre)e is a) a )")al %e5)h "+ 0=60J*=38 0=*8 4=*0M

%e5)h (el"- )he L=B=L= He$ce )he sc"'r ?a< $") e)e$% )" )ha) e)e$)

H"-e#er )he +"ll"-i$, sc"'r calc'la)i"$s ha#e (ee$ ?a%e +"r )he 5'r5"se "+sc"'r calc'la)i"$s. )he %esi,$ %ischar,e is i$crease% (< 309

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43/79


44/79

Na(e o' )or* + Construction o' ,igh -eve# ridge / (.21200 o' utchi Dagadarthi 3oad

QUARRY CHART

N,25

HBG metal Gravel

roosed ,-

00 4! 14 212 27! 2024

utchi Dagadarthi road

RCC pipes

18!48

Sand ovur to)n rd

60.20C" 00

3iver ennar


45/79

ei,h)e% a#era,e lea%s

Car )rack 0=/0 k? 0=//

B')hci Da,a%ar)hi r"a% k? 1=60 k? 4*=40 *6=60*=1/*/=00

k?s

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B')hci Da,a%ar)hi r"a% k? 4=600 )" k? 4*=400 6=6030=143*=00

k?s

F"r Gra#el: M *31 "+ )he r"a% -i)h 0=40MCTCar )rack 0=40 k? 0=44B\D r"a% k? *3=10 )" k? 4*=40 =/0

/=04/=00k?s

F"r RCC Pi5es M */36 "+ NH8

Fac)"r< )" >'$c)i"$ 0=10NH8 k? */3=60 )" k? 404=10 */=/0B\D r"a% k? 4=60 )" k? 4*=*0 6=10

48=6046=00

k?s

F"r Bi)'?e$ : Che$$aiCi)< lea% 8=00NH8 k? 0=00 )" k? 404=10 404=10B\D r"a% k? 4=60 )" k? 4*=*0 6=10

4*3=/04*1=00

k?s

Na?e "+ -"rk : C"$s)r'c)i"$ "+ Hi,h Le#el Bri%,e 7 ?=4*400 "+ B')chi Da,a%ar)hiR"a%

F"r HBG Me)al S"'rce: Ele?a$chi5a%' @'arr< a) k? 16 "+ B')chiDa,a%ar)hi r"a% -i)h 0=/0MCT


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304382238.xls

ROAD METAL RATES

Name of work : Construction of Hig !e"el #ridge $ %m.&'(&00 of #utci ) Dagadarti Road

A) FOR ROAD WORKS

* */=00 444=00 38*=30 0=00 /=/3 /=0 44=13

4 */=00 444=00 3/*=30 0=00 28=33 /=0 82=23

3 */=00 444=00 12*=30 0=00 *44=/3 /=0 /2=13

1 SS Re#e)?e$) -"rk 300?? */=00 444=00 /6=30 84=80 0=00 /=0 384=*0

8 */=00 444=00 3*=08 0=00 0=00 /=0 411=38

6 *80 ?? s"li$, s)"$e HBG ?e)al */=00 444=00 3=30 0=00 0=00 /=0 386=60

1 */=00 444=00 12*=30 0=00 *44=/3 /=0 /2=13

8 */=00 444=00 /4*=30 0=00 408=33 /=0 *302=23

6 */=00 444=00 /36=30 0=00 402=0/ /=0 *34/=6/

*/=00 444=00 6/*=30 0=00 *0=33 /=0 **31=23

/ */=00 444=00 88*=30 0=00 *3=/3 /=0 24=13

2 */=00 444=00 14*=30 0=00 *08=33 /=0 /02=23

*0 */=00 444=00 448=30 0=00 86=33 /=0 861=23

Sl=N"

Descri5)i"$ "+Me)erial

Lea% i$?s

C"$#e


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304382238.xls

** */=00 444=00 4*6=30 0=00 0=00 /=0 142=60

*4 Gra#el /=00 *14=00 80=80 0=00 0=00 8=80 */=00

*3 10 ?? SS8 HBG MC ?e)al */=00 444=00 12*=30 0=00 *44=/3 /=0 /2=13

*1 48 ?? SS8 HBG MC ?e)al */=00 444=00 /4*=30 0=00 408=33 /=0 *302=23

*8 40 ?? SS8 HBG MC ?e)al */=00 444=00 /36=30 0=00 402=0/ /=0 *34/=6/

*6 *4 ?? SS8 HBG MC ?e)al */=00 444=00 6/*=30 0=00 *0=33 /=0 **31=23

* *0 ?? SS8 HBG MC ?e)al */=00 444=00 88*=30 0=00 *3=/3 /=0 24=13

*/ 6 ?? SS8 HBG MC ?e)al */=00 444=00 14*=30 0=00 *08=33 /=0 /02=23

*2 Sa$% +"r M"r)ar 3*=00 46/=/0 *62=80 0=00 0=00 8=80 134=/0

40 Sa$% +"r Filli$, 3*=00 46/=/0 81=80 0=00 0=00 8=80 3*=/0

4* HSD S)eel 0=00 11000=00

44 6?? Mil% S)eel 0=00 13000=00

43 Mil% S)eel 0=00 13000=00

41 Ce?e$) 0=00 8200=00

48 4*1=00 614=00 131*1=3/ ST:49 /6/=42 11241=6

46 Bi)'?e$ VG\30 600! 4*1=00 614=00 11342=1 ST:49 //6=82 18/8/=33

4 Bi)'?e$ e?'lsi"$ 0*040*3 4*1=00 614=00 3/2/8=00 ST:49 2=0 10106=0

HBG S)"$e chi5s 4=36??a$% (el"-

Bi)'?e$ VG\*0 /0*00!rares -e+ +r"? 0*040*3


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DA-A*

;'a$)i)< Descri5)i"$ "+ I)e? Ra)e 5er A?"'$)

U$i) : C'? Pa,e 343 "+ M"RT&H SDB

Taki$, "') 5') 410 C'?

A! La("'r

0=34 %a< Ma)e *//=00 %a< 60=*6

/=00 %a< MaK%""r '$skille% *16=00 %a< **6/=00

*44/=*6

B! Machi$er

hlb butchi dagadarthi road 334.00 lakhs

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