Arni to Ahrua Zero

7/25/2019 Arni to Ahrua Zero

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304489180.xlsJET 350mm dia

Analysis of NP3 Hume Pipe 1x350mm Dia gool

Item of work Measurment Qty nit !ate Amount

1

End Wall 1x2 2.70 1.00 60+1.00)/2 4.32 Cum

Unde !i"e 1x1 5.50 1.00 0.80 4.40 Cum

"otal #$%& 'um 55.00 479.60

2

End Wall 1x2 2.70 1.00 0.15 0.81 Cum

Unde !i"e 1x1 7.50 1.00 0.15 1.13 Cum

"otal 1$() 'um 3550.00 6869.25

3

Unde !i"e #7.50 $ #2x0.58) % 6.34)

6.34 1.00 0.15 0.95 Cum 740.00 703.74

4

Unde !i"e 1x2 2.50 0.81 0.15 0.61 Cum

1x2 2.50 0.69 0.30 1.04 Cum1x2 2.50 0.58 0.65 1.89 Cum

&'(e !i"e 1x2 2.50 0.46 0.65 1.50 Cum

1x2 2.50 0.35 0.20 0.35 Cum

"otal 5$3% 'um

*edu, !i"e 1x2 3.14/4 x 0.50 x 0.50 $0.39 Cum

Net Qty$ )$(# 'um 3550.00 679.00

5

-a side 1x2 2.50 #1.00+1.45)/2 6.13 m

(n, side 1x2 2.50 0.60 3.00 m

"otal ($13 *+m*edu, !i"e 1x2 3.14/4 x 0.50 x 0.50 $0.39 m

Net Qty$ #$%3 *+m 115.00 1004.24

61x1 7.50 7.50 956.00 7170.00

7

1x4 0.35 0.50 0.70 m 115.00 80.50

"otal (#,$33

-r *ay !s$ (#,$00.No$

*$No

Exaa,i(n in (unda,i(n in (dina s(il #l(am la (sand) inludin li, u",( 1.5m and lead u",( 30minludin illin a,ein and ammin ( exaa,ed ea,in,( ,e ,enes ( in,( ,e s"ae 'e,een ,e ule,and ,e sides ( (unda,i(n ,enes ( in ,( ,e "lin,and em(al and dis"(sal ( su"lus ea, as die,ed '

,e Eninee in ae u",( a dis,ane ( 30m (m ,e(unda,i(n ,enes. #inludin (al,)

Cemen, (ne,e i, 40mm uae s,(ne 'allas, inesand and emen, in "("(,i(n ( 8:4:1 in (unda,i(ninludin su""l ( all ma,eial la'(u T;! e,. euied( "("e (m"le,i(n ( (.

!(idin and lain 40mm uae d (e 'un, 'i

'allas, unde ume "i"e and in sides ( ume "i"e inlaes ( n(, m(e ,an 15 m. ,iness inludinsu""l ( all ma,eials la'(u T;! e,. (m"le,eeuied ( "("e (m"le,i(n ( ( in (ns,u,i(n (ule,.

$150 lass 'i ( in 1:3 emen, and (asse sandm(,( in (unda,i(n and "lin, inludin su""l ( allma,eial la'(u T;! e,. euied ( "("e (m"le,i(n( ,e ( as "e die,i(n ( Eninee inae.

,u "(in,in i, emen, and ine sand ( 1.25 .. ina,i( ( 1:2 (n 'i ( inludin su""l ( all ma,eialsla'(u T;! e,. euied ( "("e (m"le,i(n ( (as "e .

u""l lain and ixin ( 350mm dia


2/38


Juni( Eninee &ssis,an, Eninee Exeu,ie Eninee u"ein,endin Eninee

!.*. !.W.*. &lia !.*. !.W.*. &lia !.*. !.W.*. &lia &lia Cile !.W.*. &lia

Analysis of NP3 Hume Pipe 1x350mm Dia gool


3/38


Item of work Measurment Qty nit !ate

1

End Wall 1x2 1.05 0.67 1.50 2.11 Cum

Unde !i"e 1x1 6.58 0.75 1.20 5.92 Cum

"otal #$03 'um 50.00 401.63

2

1x2 1.05 0.67 0.15 0.21 Cum 2850.00 601.49

3

1x1 6.58 0.75 0.375 1.85

*edu,i(n 1x1 3.14x0.225x0.225x6.58)/2 $0.52

1$33 Cum 680.00 904.83

4

1x2 1.05 0.57 0.15 0.18 Cum

1x2 1.05 0.46 1.20 1.16 Cum

*edu,i(n 1x2 #3.14x0.45x0.45x0.46)/4 % $0.15"otal 1$1( 'um 3200.00 ===

51x1 7.50 7.50 946.00 ===

6 ,u "(in,in1x2 1.05 1.20 2.52 Cum

*edu,i(n 1x2 #3.14x0.45x0.45)/4 % $0.32

"otal &$&0 'um 85.00 187.00

7 C.C. 1:2:41x2 1.05 0.46 0.05 0.05 Cum 4350.00 210.11

"otal ///

-r *ay !s$ 0$13as

2unior ngineer Assistant ngineer xeuti4e ngineer

!.*.!.W.*. &lia. !.*.!.W.*. &lia. !.*.!.W.*. &lia.

*$No

Amount

Exaa,i(n in (unda,i(n in (dina s(il #l(am la (sand) inludin li, u",( 1.5m and lead u",( 30minludin illin a,ein and ammin ( exaa,ed ea,in,( ,e ,enes ( in,( ,e s"ae 'e,een ,e ule,and ,e sides ( (unda,i(n ,enes ( in ,( ,e "lin,and em(al and dis"(sal ( su"lus ea, as die,ed ',e Eninee in ae u",( a dis,ane ( 30m (m ,e(unda,i(n ,enes. #inludin (al,)

Cemen, (ne,e i, 40mm uae s,(ne 'allas, inesand and emen, in "("(,i(n ( 8:4:1 in (unda,i(ninludin su""l ( all ma,eial la'(u T;! e,. euied( "("e (m"le,i(n ( (.

!(idin and lain 40mm uae d (e 'un, 'i'allas, unde ume "i"e and in sides ( ume "i"e inlaes ( n(, m(e ,an 15 m. ,iness inludin

su""l ( all ma,eials la'(u T;! e,. (m"le,eeuied ( "("e (m"le,i(n ( ( in (ns,u,i(n (ule,.

$150 lass 'i ( in 1:3 emen, and (asse sandm(,( in (unda,i(n and "lin, inludin su""l ( allma,eial la'(u T;! e,. euied ( "("e (m"le,i(n( ,e ( as "e die,i(n ( Eninee inae.



4/38


5/38


6/38


7/38

Road Material Raterict : Aligarh Division : P.D. P.W.D. Aligarh Circle : Aligarh Circle, P.W.D., Aligarh

oadRofjr vkfFkZd fodkl ;kstuk ds vUrxZr vjuh ls vg:vk ekxZ dk uo fuekZ.k No. Distance from Quart to site in K.M. Rema

Katcha Km Pacca Km !otal Km

" # $ % & ' ( ) * "+ "" "# "$ "% "&

Type GritGhatri ')" - ")(.++ ")(.++ *(&.#% "'&'.#% +.++ +.++ "'&'.#% #(.#% +.++ "')$.%) 1683.50

4!" ## $to%e &'ll'stGhatri &)" - ")(.++ ")(.++ *(&.#% "&&'.#% +.++ +.++ "&&'.#% #$.#% +.++ "&(*.%) 1579.50

ushed $to%e )ust 2."* ## '%d &lo+Ghatri %)" - ")(.++ ")(.++ *(&.#% "%&'.#% +.++ +.++ "%&'.#% "*.#% +.++ "%(&.%) 1475.50

2-,,.2-*. ## $i/e GritHaldwani '+' - #(&.++ #(&.++ "#()."* "))%."* +.++ +.++ "))%."* #%.#% +.++ "*+).%$ 1908.40

ushed $to%e )ust 2."* ## '%d &lo+Haldwani %)" - #(&.++ #(&.++ "#()."* "(&*."* +.++ +.++ "(&*."* "*.#% +.++ "(().%$ 1778.40

tail of Distence Ghatri quarry Detail of Distence Haldwanitri to Mathura 110.00 al Kuan to N #% m ")% /Ram0ur1

hura to 2glas 35.00 N #% m ")% - "'( /M3D1

to on4a 16.00 M3D to N *$ m #$#

4a to Khair /P!A m &*1 13.00 N *$ m #$# to N *$ m )(

m &* to at site 13.00 N *$ m )( /56a0ass roa4 m "

Aligarh 36e0ass m #" /P!A m (&1 to

P!A m &* to at site

Total 1#%$00 Tot

il of Cost of Cartage : Detail of Cost of Cartage :

( Ca,ae : >m 1.00 ,( 100.00 % 724.75 C(s, ( Ca,ae : >m 1.00 ,( 200.00 %

7.00 $100 % 87.00 .?4.00 348.00 275.00 $200 % 75.00 .?3.7

"otal 10%&$%5 "ota

#$) 9.09@ 97.51 #$) 9.09@

(%5$&)

tied That4istance has 5een taen 56 the shrotest route.

R.M.R. rates are a00rove4 56 7.8. Aligarh Circle Aligarh

cartage 56 truc is chee0ar than rail9a6 .

Juni( Eninee &ssis,an, Eninee Exeu,ie Eninee P. D., P.W.D Aligarh P.D P.W.D Aligarh P.D., P.W.D Aligarh

Name of Quarr6of loa4ing 7tation

Rate atQuarr6

Cost ofCartage Rs.

!otal of Col.$( Rs.

7tacingcharge

&; C.P.


8/38

i, m

i, m


9/38

9

304489180.xls-AB

ill of Quantity

Name of 6ork 7

Partiular of Item nit Qty !ate

1 & 3 ) 5

1

um 18690.00 82.00

2

um 1518.75 2392.00

3

um 843.75 2707.00

4

um 843.75 2849.00

5

sm 11250.00 43.00

6

sm 11250.00 21.80

7

sm 11250.00 149.00

8

sm 11250.00 57.50

9

>m 3.00 40000.00

Rofjr vkfFkZd fodkl ;kstuk ds vUrxZr vjuh ls vekxZ dk uo fuekZ.k

*l$No$

Ea, ( in em'anmen, in (dina s(il exaa,i(n ,( 'e in ,e (m

( eula "i,s n(, exeedin 0.50m in de", and ea,( inem'anmen, ,( 'e in 20m. aes inludin ammin and dessin ,esuae ,( euied leels and sl("es and als( inludin 1.5m li,s andaanial (m"a,ed.

C(s,u,i(n ( anula su'$'ase adin$1 ' "(idin ell adedma,eial s"eadin in uni(m laes i, m(,( ade (n "e"aedsuae mixin ' mix in "lae me,(d i, (,aa,( a, AC and(m"a,in i, sm((, eel (lle ,( aiee ,e desied densi,(m"le,e as "e Tenial "eiia,i(n Clause 401.

!(idin lain s"eadin and (m"a,in s,(ne aea,es (s"eii siDes 45$63 mm ,( a,e '(und maadam s"eiia,i(ninludin s"eadin in uni(m ,iness and "ain (llin i,

sm((, eel (lle 80$100 < in s,aes ,( "("e ade and am'ea""lin and '((min s,(ne seenin/'indin ma,eials ,( ill$u" ,ein,es,ies ( (ase aea,es a,ein and (m"a,in ,( ,eeuied densi, adin 2 as "e Tenial s"eiia,i(n A* Clause405#2)

!(idin lain s"eadin and (m"a,in s,(ne aea,es ( 22.4$53 mm siDes ,( a,e '(und maadam s"eiia,i(n inludins"eadin in uni(m ,iness and "ain (llin i, sm((, eel(lle 80$100 < in s,aes ,( "("e ade and am'e a""lin and'((min s,(ne seenin ,( ill$u" ,e in,es,ies ( (aseaea,es a,ein and (m"a,in ,( ,e euied densi, adin 3as "e Tenial s"eiia,i(n A* Clause 405#3)

!(idin and a""lin "ime (a, i, 'i,umen emulsi(n #$1) (n"e"aed suae ( anula 'ase inludin leanin ( (ad suaeand s"ain "ime a, ,e a,e ( 0.75 /sm usin meinal meansas "e Tenial "eiia,i(n A* Clause 502 nludin all ma,eialla'(u T;! e, (m"le,e

!(idin and a""lin Ta (a, i, 'i,umen FG$10 usin 'i,umendis,i'u,( a, ,e a,e ( .40 "e sm (n ,e "e"aed d and un'i,umin(us suae leaned i, Hdauli '((m as "e Tenial"eiia,i(n A* Clause 503 nludin all ma,eial la'(u T;! e,(m"le,e

!(idin lain and (llin ( ("en$aded "emix a"e, ( 20 mm,iness (m"(sed ( 13.2 mm ,( 5.6 mm aea,es ei,e usin"ene,a,i(n ade 'i,umen ,( euied line ade and leel ,( see aseain (use (n a "ei(usl "e"aed 'ase inludin mixin in asui,a'le "lan, lain and (llin i, a ,ee eel 80$100 < s,a,i(lle a"ai, inised ,( euied leel and ades ,( 'e (ll(ed 'seal (a, ( T"e$C as "e Tenial "eiia,i(n A* Clause 508.nludin all ma,eial la'(u T;! e, (m"le,e

!(idin lain seal (a, sealin ,e (ids in a 'i,umeni(us suaelaid ,( ,e s"eiied leels ade and (ss all usin T"e ICI as "eTenial "eiia,i(n A* Clause 508. nludin all ma,eial

la'(u T;! e, (m"le,e

-i edin 7 m ide (n '(, sides ( ,e (ad ' $150 'is(m"le,e as "e !W* de,alled s"eiia,i(n n(. 20.15


10/38

10

304489180.xls-AB

10

um 1762.50 82.00

11 Pro4i8ing NP93 :ume pipe single row ul4ert 79

#a) 1000 mm dia as "e s,andad dain.


11/38

11

304489180.xls-AB

Amount

,

1532580.00

3632850.00

2284031.25

2403843.75

483750.00

245250.00

1676250.00

646875.00

120000.00

:vk


12/38

12

304489180.xls-AB

144525.00

176206.77

101958.00

10000.00

13)5#11($%%

e Eninee

* &lia


13/38

13

304489180.xls*A

Detail of Measurement

Name of 6ork 7

Partiular of Item No H.D Qty1 2 3 4 5 6 7

1

1x3 1000.00 5+10.3)/2 0.700 1#,(0$00

2

1x3 1000.00 4.05 0.125 151#$%50

3

1x3 1000.00 3.75 0.075 #)3$%50

4

1x3 1000.00 3.75 0.075 #)3$%50

5

1x3 1000.00 3.75 11&50$0006

1x3 1000.00 3.75 11&50$000

7

1x3 1000.00 3.75 11&50$000

Rofjr vkfFkZd fodkl ;kstuk ds vUrxZr vjuh ls vg:vk ekxZdk uo fuekZ.k

*l$N

Ea, ( in em'anmen, in (dina s(il exaa,i(n ,( 'e in ,e (m

( eula "i,s n(, exeedin 0.50m in de", and ea,( inem'anmen, ,( 'e in 20m. aes inludin ammin and dessin,e suae ,( euied leels and sl("es and als( inludin 1.5m li,sand aanial (m"a,ed.

C(s,u,i(n ( anula su'$'ase adin$1 ' "(idin ell adedma,eial s"eadin in uni(m laes i, m(,( ade (n "e"aedsuae mixin ' mix in "lae me,(d i, (,aa,( a, AC and(m"a,in i, sm((, eel (lle ,( aiee ,e desied densi,(m"le,e as "e Tenial "eiia,i(n Clause 401.

!(idin lain s"eadin and (m"a,in s,(ne aea,es (s"eii siDes 45$63 mm ,( a,e '(und maadam s"eiia,i(ninludin s"eadin in uni(m ,iness and "ain (llin i,sm((, eel (lle 80$100 < in s,aes ,( "("e ade and am'ea""lin and '((min s,(ne seenin/'indin ma,eials ,( ill$u" ,ein,es,ies ( (ase aea,es a,ein and (m"a,in ,( ,eeuied densi, adin 2 as "e Tenial s"eiia,i(n A*Clause 405#2)

!(idin lain s"eadin and (m"a,in s,(ne aea,es ( 22.4$53 mm siDes ,( a,e '(und maadam s"eiia,i(n inludins"eadin in uni(m ,iness and "ain (llin i, sm((,

eel (lle 80$100 < in s,aes ,( "("e ade and am'e a""linand '((min s,(ne seenin ,( ill$u" ,e in,es,ies ( (aseaea,es a,ein and (m"a,in ,( ,e euied densi, adin 3as "e Tenial s"eiia,i(n A* Clause 405#3)

!(idin and a""lin "ime (a, i, 'i,umen emulsi(n #$1) (n"e"aed suae ( anula 'ase inludin leanin ( (ad suaeand s"ain "ime a, ,e a,e ( 0.75 /sm usin meinal meansas "e Tenial "eiia,i(n A* Clause 502 nludin allma,eial la'(u T;! e, (m"le,e

!(idin and a""lin Ta (a, i, 'i,umen FG$10 usin 'i,umendis,i'u,( a, ,e a,e ( .40 "e sm (n ,e "e"aed d andun 'i,umin(us suae leaned i, Hdauli '((m as "eTenial "eiia,i(n A* Clause 503 nludin all ma,eialla'(u T;! e, (m"le,e

!(idin lain and (llin ( ("en$aded "emix a"e, ( 20 mm,iness (m"(sed ( 13.2 mm ,( 5.6 mm aea,es ei,e usin"ene,a,i(n ade 'i,umen ,( euied line ade and leel ,( see aseain (use (n a "ei(usl "e"aed 'ase inludin mixin in asui,a'le "lan, lain and (llin i, a ,ee eel 80$100 < s,a,i(lle a"ai, inised ,( euied leel and ades ,( 'e (ll(ed 'seal (a, ( T"e$C as "e Tenial "eiia,i(n A* Clause 508.nludin all ma,eial la'(u T;! e, (m"le,e


14/38

14

304489180.xls*A

8

1x3 1000.00 3.75 11&50$000

9

1x1 3.00 3$0010

3x2 1000.00 1.175 0.250 1%,&$50

11 Pro4i8ing NP93 :ume pipe single row ul4ert 79

#a) 1000 mm dia as "e s,andad dain. 1x3 3

#-) 350 mm dia as "e s,andad dain. 1x3 3

12

1x1 1

Juni( Eninee &ssis,an, Eninee Exeu,ie Eninee

!* !W* &lia !* !W* &lia !* !W* &lia

!(idin lain seal (a, sealin ,e (ids in a 'i,umeni(us suaelaid ,( ,e s"eiied leels ade and (ss all usin T"e ICI as "eTenial "eiia,i(n A* Clause 508. nludin all ma,eialla'(u T;! e, (m"le,e

-i edin 7 m ide (n '(, sides ( ,e (ad ' $150 'is(m"le,e as "e !W* de,alled s"eiia,i(n n(. 20.15

Ea, ( in !a,,ies i, (dina s(il '(, side ( ,e (ad inludinammin and dessin e,. (m"le,e ( ,e ( as "e die,i(n ( E/#aanial (m"a,ed)

!(idin ; ixin m s,(ne He,(me,e s,(ne ; sin '(ad e,.(m"le,e.


15/38

304489180.xls/G- $1

Analysis of Rates

*esi",i(n Uni, Buan,i, &m(un, #s.)

, 2 " 4 ! *

4., 40, ;ranular *u


16/38

304489180.xls/G- $1

Analysis of Rates


, 2 " 4 ! *

4. 40!627 6ater oun8 Maa8am *u


17/38

304489180.xls/G- $1

Analysis of Rates


, 2 " 4 ! *

4. 40!6"7 6ater oun8 Maa8am *u


18/38

304489180.xls/G- $1



Analysis of Rates


, 2 " 4 ! *

!., !02

Uni, % sm

Tain Au,"u, % 1750 m

a) a


19/38

304489180.xls/G- $1


Analysis of Rates


, 2 " 4 ! *

!.2 !0" "ak 'oat

Uni, % Cum

Tain Au,"u, % 1750 m

a) a


20/38

304489180.xls/G- $1


Analysis of Rates


, 2 " 4 ! * !. !01 &0 mm t:ik -pen9;ra8e8 Premix 'arpet using ituminous

=penetration gra8e.mi8ifie8


21/38

304489180.xls/G- $1

.ay Rs"= *-"$$

/er sq0



Analysis of Rates


, 2 " 4 ! * !.,2 !,0 *eal 'oat

y Manual Means

-i,umen #FG$10)

Uni, % m

Tain Au,"u, % 1100 ma) a


22/38

304489180.xls/G- $1




23/38

23

304489180.xls-AB #2)

I -> QAN"I"E

*a,e ( eeiin Tende :

*a,e ( A"enin Tende : Time ( C(m"le,i(n : (n,s

C(s, ( Tende (m : s.

Uni, B,. a,e

n i. n W(ds

1

um 18500.00 82.00 s ei, ,( (nl

2

um 1500.00 2247.00

3

um 840.00 2538.00

4

um 840.00 2679.00

5

sm 11250.00 1.80

6

sm 11250.00 1.60

d365 d3 u3e Rof1r 23f435d fod3l 63stu3 ds 27R385r 21uh ls 29:23 e385 d3 uo fue35"3

*a,e ( Callin Tende : Eanes, (ne : !s as

Falidi, ( Tende : *as

.


24/38

24

304489180.xls-AB #2)

7

sm 11250.00 67.70

8

sm 11250.00 22.20

9

>m 3.00 40000.00

10

um 1750.00 82.00 s ei, ,( (nl

11

um 210.00 55.00 s. i, ie (nl

12

um 24.00 3100.00

13

um 75.00 3350.00

14

sm 6.00 115.00

7.50 946.00

15.00 5009.00

16

um 16.00 680.00

17

sm 118.00 115.00

!(idin lain and (llin ( ("en$aded "emix a"e, ( 20mm ,iness (m"(sed ( 13.2 mm ,( 5.6 mm aea,es (Haldani ua ei,e usin "ene,a,i(n ade 'i,umen ,(euied line ade and leel ,( see as eain (use (n a"ei(usl "e"aed 'ase inludin mixin in a sui,a'le "lan,lain and (llin i, a ,ee eel 80$100 < s,a,i (llea"ai, inised ,( euied leel and ades ,( 'e (ll(ed 'seal (a, ( T"e$C as "e Tenial "eiia,i(n A*Clause 508. nludin all ma,eial la'(u T;! e, (m"le,e 'u,

exludin su""l ( 'i,umen. s. ix, seen and"aise seen, (nl

!(idin lain seal (a, sealin ,e (ids in a 'i,umeni(ussuae laid ,( ,e s"eiied leels ade and (ss all usinT"e ICI as "e Tenial "eiia,i(n A* Clause 508.nludin all ma,eial la'(u T;! e, (m"le,e 'u, exludinsu""l ( 'i,umen. s. Ten, ,( and

"aise ,en, (nl

-i edin 7 m ide (n '(, sides ( ,e (ad ' $150'is (m"le,e as "e !W* de,alled s"eiia,i(n n(. 20.15 s. (, ,(usand

(nl

Ea, ( in !a,,ies i, (dina s(il '(, side ( ,e (ad

inludin ammin and dessin e,. (m"le,e ( ,e ( as"e die,i(n ( E/ #aanial (m"a,ed)

Exaa,i(n in (unda,i(n in (dina s(il #(am Cla ( and)nludin li, u",( 1.50 m and lead u",( 30m and inludin illina,ein and ammin ( exaa,ed ea, in,( ,e ,enes (in,( ,e s"ae 'e,een ,e 'uildin and ,e sides ( (unda,i(n,enes ( in,( ,e "lin, and em(al and dis"(sal ( su"lusea, as die,ed ' ,e Eninee n$ae u",( a dis,ane (30m (m ,e (unda,i(n ,enes. &s .


25/38

25

304489180.xls-AB #2)

/We ee' u(,e m/(u a,es....@ a'(e/'el( as "e (n ,e a'(e men,i(ned a,es.

ina,ue ( C(n,a,( Aie ni,in -id


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26

304489180.xls-AB #2)

1517000.00

3370500.00

2131920.00

2250360.00

20250.00

18000.00


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27

304489180.xls-AB #2)

761625.00

249750.00

120000.00

143500.00

11550.00

74400.00

251250.00

690.00

7095.00

75135.00

10880.00

13570.00


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28

304489180.xls-AB #2)

11027475.00


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68ef 0,,220,27

>ul3 >itu0en (Mathura Renery) (R9&!!, &'si R'te 6As per A%%exure e%losed7 "!4!0.002 xise-usto#e < ,4= 4*".00" du'tio% (ess < "= ,41.1

A *$+!"#-! >AT < ,".!= !4!.1*

*!$,",+up to ,00 k# 6Rs.42!.007,0, k#. to k# 22*6Rs."00.007

Rs. 2!.0067.0= Rs.67*!.0

Tot'l Rs. *!.,0*!.,0

R'te i%ludi%g All T'xes *!!-!"#+

.ay Rs" *!!-,"$$


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30

304489180.xlsee,1 #4)

*ummary of stimate8 'ost

d365 d3 u3e ?

.


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Analysis of NP3 Hume Pipe 1x1000mm Dia 'ul4ert

*$No$ Item of work Measurment Qty nit !ate AmountPart FAF 'onstrution

1

End Wall 1x2 4.00 1.30 #0.75+1.00)/2 9.10 Cum

Unde !i"e 1x1 9.90 1.35 1.60 21.38 Cum

"otal 30$)# 'um 55.00 1676.62

2

End Wall 1x2 4.00 1.30 0.15 1.56 Cum

Unde !i"e 1x1 7.50 1.35 0.15 1.52 Cum

"otal 3$0# 'um 3550.00 5538.00

3

Unde !i"e #12.50 $ #2x0.58) % 11.34)

11.34 1.35 0.15 2.30 Cum 740.00 1699.30

4

Unde !i"e 1x2 4.00 1.04 0.15 1.25 Cum

1x2 4.00 0.92 0.15 1.10 Cum

1x2 4.00 0.81 0.15 0.97 Cum

1x2 4.00 0.69 0.15 0.83 Cum

&'(e !i"e 1x2 4.00 0.58 1.00 4.64 Cum

1x2 4.00 0.46 0.50 1.84 Cum

1x2 4.00 0.35 0.20 0.56 Cum

"otal 11$1( 'um

*edu, !i"e 1x2 3.14/4 x 1.15 x 1.15 x 0.58 $1.20 Cum

Net Qty$ ($(( 'um 3550.00 35456.45

5

-a side 1x2 4.00 #1.00+1.85)/2 11.40 m

(n, side 1x2 4.00 0.75 6.00 m"otal 1%$)0 *+m

*edu, !i"e 1x2 3.14/4 x 1.15 x 1.15 $2.08 m

Net Qty$ 15$3& *+m 115.00 1762.22

61x1 7.50 2.50 5009.00 12522.50

7

1x4 0.35 0.50 0.70 m 115.00 80.50

"otal 5#%35$5(

-r *ay !s$ 0$5(

as

Exaa,i(n in (unda,i(n in (dina s(il #l(am la( sand) inludin li, u",( 1.5m and lead u",( 30minludin illin a,ein and ammin ( exaa,edea, in,( ,e ,enes ( in,( ,e s"ae 'e,een ,eule, and ,e sides ( (unda,i(n ,enes ( in ,(,e "lin, and em(al and dis"(sal ( su"lus ea,as die,ed ' ,e Eninee in ae u",( a dis,ane

( 30m (m ,e (unda,i(n ,enes. #inludin(al,)

Cemen, (ne,e i, 40mm uae ,(ne 'allas, inesand and emen, in "("(,i(n ( 8:4:1 in (unda,i(ninludin su""l ( all ma,eial la'(u T;! e,.euied ( "("e (m"le,i(n ( (.

!(idin and lain 40mm uae d (e 'un,

'i 'allas, unde ume "i"e and in sides ( ume"i"e in laes ( n(, m(e ,an 15 m. ,inessinludin su""l ( all ma,eials la'(u T;! e,.(m"le,e euied ( "("e (m"le,i(n ( ( in(ns,u,i(n ( ule,.

$150 lass 'i ( in 1:3 emen, and (assesand m(,( in (unda,i(n and "lin, inludin su""l( all ma,eial la'(u T;! e,. euied ( "("e(m"le,i(n ( ,e ( as "e die,i(n ( Enineeinae.

,u "(in,in i, emen, and ine sand ( 1.25.. in a,i( ( 1:2 (n 'i ( inludin su""l ( allma,eials la'(u T;! e,. euied ( "("e(m"le,i(n ( ( as "e .



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2unior ngineer Assistant ngineer xeuti4e ngineer

!.*.!.W.*. &lia. !.*.!.W.*. &lia. !.*.!.W.*. &lia.


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304489180.xls*A$1

8@3eh"3 lid5 e383s5a ds uo fue35"3 9srq e3udGero to Painting9stageC 'arriageway wi8t: 3$%5 mC !oa8way wi8t: %$50mC 'rust &%$5 m 'ompate8

*esi",i(n ( i,em Uni, Buan,i,

1

#1 x 1000 x #7.50 + 10.30)/2 x 0.70 % 6230 um ) 6230.00 um 3.00 18690.00 82.00 1532580.002

(m"a,ed lae ( G- ade$1 (m"a,ed ,iness ( 12.5 m

1 x 1000 x 4.05 x 0.125 % 405 um 506.25 um 3.00 1518.75 2392.00 3632850.00

3

1 x 1000 x 3.75 x 0.075 % 281.25 um 281.25 um 3.00 843.75 2707.00 2284031.25

4

1 x 1000 x 3.75 x 0.075 % 281.25 um 281.25 um 3.00 843.75 2849.00 2403843.75

51 m 3.00 3.00 40000.00 120000.00

6 Ea, ( in (dina s(il "a,i (m"le,e

2x1000 x #2.35) / 2 x 0.25 % 587.50 um 587.50 um 3.00 1762.50 82.00 144525.00

7 Painting work

7#i) 3750 sm 3.00 11250.00 43.00 483750.00

7#ii) 3750 sm 3.00 11250.00 21.80 245250.00

7#iii) 3750 sm 3.00 11250.00 149.00 1676250.00

7#i) 3750 sm 3.00 11250.00 57.50 646875.00

8 1 J(' 3.00 3.00 10000.00 30000.00

9 !(idin

#a) 1000 mm dia as "e s,andad dain. 2

Juni( Eninee &ssis,an, Eninee Exeu,ie Eninee

!.*. !.W.*. &lia !.*. !.W.*. &lia !.*. !.W.*. &lia

d365 d3 u3e= Rofjr vkfFkZd fodkl ;kstuk ds vUrxZr vjuh ls vg:vk ekxZ dk uo fuekZ.k

.h xk'o ekxZ ls vjuh ekxZ dhfo?ksEk ejer dk dk;ZA

0, i/fr?kr 3kou @o' vU; lfUuekZ.k deZ dkvf-kfu;e ,* gsr #idj Blsl djC


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36

304489180.xlsee,1 #3)


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68ef 0,,220,27

>ul3 >itu0en (Mathura Renery) >G"0, &'si R'te 6As per A%%exure e%losed7 "!"*0.002 xise-usto#e < ,4= 4!0.40" du'tio% (ess < "= ,41.!,

A *$*+#"-! >AT < ,".!= !4*,.!

*+-$"#,up to ,00 k# 6Rs.42!.007,0, k#. to k# 22*6Rs."00.007

Rs. 2!.0067.0= Rs.67*!.0

Tot'l Rs. *!.,0*!.,0

R'te i%ludi%g All T'xes *!+,-"-,

.ay Rs" $"$$


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pri#er

14.1.2!2.!!

t'k

Arni to Ahrua Zero

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