Estimate of Aqueduct

7/26/2019 Estimate of Aqueduct

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ESTIMATE OF AQUEDUCT

canal discharge=0.9825 c!ecs

high "##d discharge=$8 c!ecs

S% &#. I'e! #( )#r* Uni' Qan'i'+ ,a'e

$ 20.79 72 0.0149688

2 7.1 72 0.005112

- 68.6 6172.7 4.23448592

24.43 7689.4 1.87851309

5 Tonnes 3.6519 46253 1.68910089

/ m 20 113 0.0226

T#'al .880

De1a'ering $3 0.07844781

C#n'ingencies $3 0.07844781

4rand '#'al 8.00$//-

A!#n'in la*h6

Earthwork in excavation of founation treanches in har soi!"vie c!assi#cation of soi! item$%&' is(osa! of excavate earthso o)taine to a istance u(to 50m an avera*e !ift of 1.5m

inc!uin* !eve!in*' rammin* an founation treanches 'removin* the roots an shur)s etc a!! com(!ete as (ers(eci#cation an irection of E+, "7.1.17&

m3

Earthwork in #!!in* founatioon trenches an )ack #!!in* ofstructures in !a-ers not exceein* 150mm thick we!! watere'ramme an com(acte an #na!!- resse with suita)!eearth o)taine from excavation of founation trenches an(!ace in suita)!e (ro#!e within a !ea of 30mm an !ift of1.50 m com(!ete o) as (er s(eci#cation an irection of E+,"7.1.9&

m3

/roviin* an !a-in* / of 200 with nomina! mix of1153 in founation of various com(onents of cana! orem)ankment structures with a((rove ua!it- of 40mm*rae course a**re*ate of reuire *rae "as (er esi*n&an a((rove ua!it- of san of reuisite "2.5 to 3&washe an screene inc!uin* necessar- too!s an (!ants'vi)ratin*' curin*ro-a!t- an a!! taxes exc!uin* cost of formwork as we!! reinforcement' its curin* )enin*' )inin*an(!acin* com(!ete o) as (er s(eci#cation an irection of E+,"7.3.5&

m3

/roviin* an !a-in* / of $250 with nomina! mix of"112& in su(er structure of various com(onents of cana! orem)ankment structures with a((rove ua!it- of 40mm*rae course a**re*ate of reuire *rae "as (er esi*n&an a((rove ua!it- of san of reuisite "2.5 to 3&washe an screene )ut inc!uin* necessar- too!s an(!ants' vi)ratin*' curin* ro-a!t- an a!! taxes etc exc!uin*cost of form work as we!! reinforcement its curin* )enin*an (!acin* com(!ete o) as (er s(eci#cation an irection ofE+, "7.3.11&

m3

/roviin* TTreinforcement as (er a((rove esi*n' rawin*remova! of rust' cuttin*' )enin*' )inin*' inc!uin*su((!-in* annea!e wire' (!acin* m.. ros in (osition a!!

com(!ete as (er s(eci#cation an irection of E+,

u((!-in* #ttin* an #xin* ru))er sea! "water sto(& ofa((rove ua!it- of construction oints com(!ete o) as oers(eci#cation an irection of E, "7.8.2&



Qan'i'+ #( A7adc'

Sl. &#. Descri'i#n #( )#r* &#. %!6 !6 :!6

1"a&2 3 3.78 0.5

1")& Earthwork for /iers 1 2.5 3.78 1

$ c6 T#'al Ear'h )#r*s

2"a& a)utment )e!ow roun eve! 2 2.5 3.28 0.5

2")&1 2 3.28 0.5

2" c&1 1 1.28 0.5

2"&2 3.14 0.5 0.5

2e6 T#'al ,CC ;el#1 4r#nd %e<el

2 (6 Ear'h Filiing=$ c62e6

3"a& 2 1.25 3.28 4.35

3")&1 1 1.28 4.35

3" c&2 3.14 0.5 4.35

- d6 T#'al ,CC M206

4 "a& uantit- of )ase c!a) 1 23 1.28 0.34

4")& uantit- of sie wa!! 2 23 0.34 0.94 ")&

d6

Earthwork for u(stream :ownstream a)utment

/ier )e!ow *roun !eve! forfounation "$15&

/ier )e!ow *roun !eve! forrectan*u!ar (ortion

(ier )e!ow roun eve! forsemi$circu!ar (ortion "2;3.14;r;h&

for %)utment a)ove rouneve! for /ier a)ove rouneve!"ectan*u!ar /ortion&

for /ier a)ove roun eve! forsemi$circu!ar (ortion

Tota! <o!ume of "25& inu(stream an ownstream en of=ume cana!T#'al >#l!e #( ,CC M25 (#rcanal #r'i#n De'ailsa''ached6



,e!ar*s

11.34

9.45

20.9

8.2 $15

3.28 $15

0.64 $20

1.57 $20

$-./9

.$

35.67 $20

5.568 $20

13.659 $20

5.89

10.0096 25

14.076

0.34

2.25/

Qan'i'+ !-



De'ails #( ,CC Qan'i'+ in s'rea! and d#1ns'rea! in "!ed c

Sl. &#. Descri'i#n #( )#r* &#. %!6 !6 :!6

1 Area #( Fl!ed ,CC ,ec'anglar Channel

1"a& %rea of vetica! wa!! 2 0.34 0.9

1")& %rea of >ase !a) 1 1.28 0.34

1" c&

2 Area #( s'ri #( Trae?#id

2 "a& ,nner %rea? "[email protected]&+2 ; A"m& 1 2.15 0.9

2 ")& Buter %rea ? "[email protected]&+2 ; A"m& 1 2.3075 0.975

3

Ar#@ >#l!e6

T#'al Area #( Fl!ed ,CC ,ec'anglarChannel

$6= Area #( >er'icle 1all ase

Sla;

T#'al Area #( s'ri #( Trae?#id 26= 2;62a6

>#l!e #( ,CC c#ncre'e M25 in s'rea!

side

>1 ? %rea of ectan*u!ar (ortion

>2? %rea of Tra(eCoi (ortion

<1? <o!ume of in u+s of =ume cana!

<2? <o!ume of in +s of =ume cana!

D1 ? Distance )etween >

1 an >

2in u+s? 0.2

<1 ? ">

1@ >

2&+2 ; D

1

D2 ? Distance )etween >

1 an >

2in u+s? 0.3

<2

? ">1

@ >2

&+2 ; D2

T#'al >#l!e #( ,CCM256 in Bs dBs #("!ed canal = >

$ >

2



anal

0.612

0.4352

$.02

1.935

2.249813

0.-$8$

0.$-5

0.202-

0.---

0.-

Area !26 >#l!e!-6

Estimate of Aqueduct

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