Estimate Amount : 40.00 LakshEARTHWORK CALCULATION OF APPROACH
ROAChainage in Km.FillingArea in Sqm. Average Area in Sqm. Distance
in mt. Qty. in cum.5.275 - - - -5.280 25.00 !2.700 5.00 "#.5005.2$0
#2.$#0 2$.!70 !0.00 2$!.7005.#00 7."#0 0.280 !0.00 02.800Tota! :
"#$.0005.#!$ 52.2"0 - - -5.#2$ #.00 7.8#0 !0.00 78.#005.##$ 2.00
##.720 !0.00 ##7.2005.# !0.5"0 !7.#00 5.00 8".500Tota! :
%0&.000'(an) Tota! *++0.000Tota! Fi!!in, -t.. *++0.000Secti%n
&''icerAssistant ()ecutive (ngineer*.+.D. ,%.2-
Su.-Divisi%nKun/a0ura 12.D.3Name o/ 0o(k : Const(u1tion o/ 2(i),e
onKum2ha,o)u 3 4e,hani Roa) in Ko!!u( 5i!!a,e Kun)a6u(a Ta!uk.INE7
4AP4al5al 6ira70ete - 8yn/%%r 9%a/,ag%/i8e1tion O//i1e(Assistant
E9e1uti:e En,inee( E9e1uti:e En,inee( P.W.. No.&; 8u23i:ision
P.W..; U)u6i i:ision Kun)a6u(a #"+ *0*Name o/ 0o(k :Const(u1tion o/
2(i),e onKum2ha,o)u 3 4e,hani Roa) in Ko!!u( 5i!!a,e Kun)a6u(a
Ta!uk.#Estimate Cost :40.00 LakhsDETAILED ESTIMATE:tem %' ;%r5 ,%.
8asic 9ate 9s. 8!#.00!0? @alna/ A.+. 9s. 8!.#09s. 52$.#0 A
Cum.5A.utment Ca0 B 2 5.!5 0.$0 0.#0 2.78*ier Ca0 B! .25 0.$0 0.#0
!.!52 #.! 0.$0 0.$0 0.#0 0.!$2 Dirt ;allB 2 5.!5 0.#0 0."5
2.0!8rac5et B2 5.!5 0.20 0.!8 0.#72 5.!5 0.20 0.!8 0.!$2Cantiliver
return B .00 0.#5 0."0 #.#" ! .00 0.#5 .2" !!.$#2Anch%r 8l%c5 B
0."0 0.#0 .!0
2.$5KS998@2!00-!5.2.*lainA9ein'%rcementCementC%ncrete@20;ith&*Ccement=#205gs-;ith
20mman//%;nsiDegra/e/granitemetalc%arseaggregates=0."$cuman/'ineaggregates=
0."cum- ;ith su0er0lastisiser =#lts c%n'irming t% :S$!0#-!$$$
9ea''irme/-2008- in &0en F%un/ati%n c%m0lete as 0er Dra;ing an/
Cechnical S0eci'icati%ns Case - :: B +ith 8atching *lant- Cransit
@i)er an/ C%ncrete *um0 @&9C4 S0eci'icati%n ,%. !500-!700 E
2!00 1*. 22# :.,%. 27.27 S9 20!2-!#3 A.utment B 98asic 9ate 9s.
!87.00!0? @alna/ A.+. 9s. !8.709s. 20#!.70 A @..!!2 ".00 - - -
!2.00 ,%= 9s. !27.$0 >8asic 9ate 9s. !!5$.00!0? @alna/ A.+. 9s.
!!5.$09s. !27.$0 A ,%s.!2# .25 - - - !2.75 @= 9s. !7.#8 >8asic
9ate 9s. !5.80!0? @alna/ A.+. 9s. !.58KS998 @2#00-!". *r%vi/ing an/
layingCement c%ncrete ;earing c%at ;ith &*C cement /esign
mi)@-#0=#"05gs=#"05gs-;ith20mman/%;nsiDegra/e/granitemetalc%arseaggregates=0."#
Cum-;ithsu0er0lastisiser=#:tsc%n'irmingt%:S$!0#-!$$$9ea''irme/-2008gra/einclu/ing
rein'%rcementc%m0leteas0er/ra;ingan/CechnicalS0eci'icati%nsc%m0leteas0ers0eci'icati%ns
@&9C4 S0eci'icati%n ,%. 2702.1*. 2# :.,%. 2$.#! S9
20!2-!#3KS998 @2700-#. C%nstructi%n %' 9CC railing %' @#0 s
aggregate- siDe n%t e)cee/ing !2mm true true
t%linean/gra/e-t%lerance%'vertical9CC0%stn%tt%e)cee/!in500-centret%centres0acing
.et;eenvertical0%stn%tt%e)cee/2000mm-leavinga/equates0ace.et;eenvertical0%st'%r
e)0ansi%n-c%m0leteas0era00r%ve//ra;ingsan/technicals0eci'icati%nsc%m0leteas0er
s0eci'icati%ns @&9C4 S0eci'icati%n ,%. 270#- !500- !"00 E !700
1*. 252 :.,%. #2.# S9
20!2-!#[email protected]%utsc%m0leteas0er/ra;ingan/Cechnicals0eci'icati%nc%m0leteas
0er s0eci'icati%ns. 1%' !00mm /ia G.:. *i0e3 @&9C4
S0eci'icati%n ,%. 2705 1*. 252 :.,%. #2.5 S9
20!2-!#3KS998@2"00-5.1vi3*r%vi/ingan/'illing7%intsealingc%m0%un/as0er/ra;ingsan/technical
s0eci'icati%ns;ithc%arsesan/an/"0ercent.itumen.y;eightc%m0leteas0ers0eci'icati%ns
@&9C4 S0eci'icati%n ,%. 2"051*. 28 :.,%. #!.5 S9 20!2-!#37:tem
%' ;%r5 ,%. 8asic 9ate 9s. !58.00!0? @alna/ A.+. 9s. !5.809s.
!7#.80 A @..!2.$# !00.00 Kg. 2$#.00 Kg.S5in 9ain'%recement Ba3
A.utment B 2 2 0.80 F 2.5 .$0 #!.852a3 A.utment B 2 2 2.5 F 5.!0
#.$0 58.8$22 2 5.!5 8.80 !8!.28*ier B ! 2 0.80 F #.00 8.8 ##.2! 2
.25 8.80 7.80#80.2" Sqm.At.5.00 Kg ) #80.2" Sqm. !$0!.#0
Kg.A00r%ach Sla. B 2 .00 .25 At 5 Kg. A Sm !70 Kg.Ker. %n 9eturn B
! !.$8 Cum. !58.0 Kg.722.70 Kg..72 C%n.= 9s. 820."0 >8asic 9ate
9s. 7"7".00!0? @alna/ A.+. 9s. 7"7."09s. 820."0 A C%nne!52 2887.00
.25 - - #27!.$#7.50#.27 C%nne= 9s. 85!27.$0
>KS998@2"00-.1iii3*r%vi/ingan/'i)ingin0%siti%n20mmthic50rem%ul/e/7%int'illerine)0ansi%n
7%int'%r'i)e/en/s%'sim0lysu00%rte/s0ansn%te)cee/ing!0mt%cater'%rah%riD%ntalm%vement
u0t% 20mm- c%vere/;ith sealantc%m0lete as0er /ra;ingE Cechnical
S0eci'icati%n c%m0lete as 0er s0eci'icati%ns. @&9C4
S0eci'icati%n ,%. 2"05. 1*. 28 :.,%. #!. S9 20!2-!#3KS998 @2200-".
Su00lying- 'itting an/ 0lacing C@C .ar rein'%rcement in
su.-structure c%m0lete as 0er /ra;ing an/ Cechnical S0eci'icati%ns
c%m0lete as 0er s0eci'icati%ns @&9C4 S0eci'icati%n ,%. !"00 E
2200 1*. 2#0 :.,%. 28.8 S9 20!2-!#3Dirt+all-A.utmentca0 E 0ier ca0
BAt 80 Kg. A SmKS998 @2#00-!. Su00lying- 'itting an/ 0lacing C@C
.ar rein'%rcement in su0er-structure c%m0lete as 0er /ra;ing an/
technical s0eci'icati%ns c%m0lete as 0er s0eci'icati%ns @&9C4
S0eci'icati%n ,%. !"00 1*. 2# :.,%. 2$.2$ S9 20!2-!#38:tem %' ;%r5
,%. 8asic 9ate 9s. #0!.50!0? @alna/ A.+. 9s. #0.!59s. ##!."5 A
CumA66(oa1h Roa) :!8Qty as 0er calculati%n sheet B !""0.00 Cum= 9s.
20!.85 >8asic 9ate 9s. !8#.50!0? @alna/ A.+. 9s. !8.#59s. 20!.85
A Cum!$C%e B8.00 0.5 0.5 ".89evetment B8.000.#0 .$0 7.05#.52
CumKS998 @2200-8. *r%vi/ing;ee0h%lesin 8ric5mas%nryA*lainA
9ein'%rce/ c%ncretea.utment- ;ing ;all A return ;all ;ith !00 mm
/ia AC 0i0e- e)ten/ing thr%ugh the 'ull ;i/th %' the structure ;ith
sl%0e %' :6 204 t%;ar/s /ra;ing c%ce.C%m0lete as 0er /ra;ing an/
Cechnical S0eci'icati%ns c%m0lete as 0er s0eci'icati%ns@&9C4
S0eci'icati%n ,%. 270" E 2200 1*. 2#0 :.,%. 28.!0 S9 20!2-!#3KS998
@2200-8.!. 8ac5 'illing .ehin/ a.utment- ;ing ;all an/ return ;all
c%m0lete as 0er /ra;ing an/ Cechincal S0eci'icati%n c%m0lete as 0er
s0eci'icati%ns.A. Granualr material @&9C4 S0eci'icati%n ,%.
7!0.!. %' :9CB78 E 22001*. 2#0 :.,%. 28.!! S9 20!2-!#3KS998
@#00-5#. C%nstructi%n %' (m..an5ment ;ith @aterial Gravel A @urrum
;ith all li'ts an/ lea/s-
trans0%rtingt%site-s0rea/ing-gra/ingt%require/sl%0ean/c%m0actingt%meetrequirementCa.le
#00-2c%m0leteas0ers0eci'icati%ns.1;hichinclu/esc%st%'gravelAmurrum-;ateringchargesan/
c%m0acti%n .y vi.rat%ry r%ller3@&9C4 S0eci'icati%n ,%.
#051*.!57 :.,%. !$."0 S9
20!2-!#3KS998@2500-.!.*r%vi/ingan/laying*itching%nsl%0eslai/%ver0re0are/'ilterme/iainclu/ing
.%ul/era0r%nlai//ryin'r%nt%'t%e%'em.an5mentc%m0leteas0er/ra;ingan/Cechnical
s0eci'icati%ns c%m0lete as 0er s0eci'icati%ns.A St%ne A 8%ul/er
@&9C4 S0eci'icati%n ,%. 250 1*.25 :.,%. #0.5 S9 20!2-!#3$:tem
%' ;%r5 ,%. 8asic 9ate 9s. !00.00!0? @alna/ A.+. 9s. !00.09s. !!0.0
A Cum20 2.50 - - - !0.00 @= 9s. ##7.#0 >8asic 9ate 9s. #0#.00!0?
@alna/ A.+. 9s. #0.#09s. ##7.#0 A@2! *r%visi%n '%r Crail 8%re9s.
>22 @iscellane%us E 2n'%reseen charges.9s. >Tota! Rs.
!8"7.00#A.utment B 2 5.0 5.5 0."0 #5.#2*ierB! 7.85 #."0 0."0
!".$"52.28 Cum.= 9s. #$7.80 > 22$$!7.00Name of work :
Construction of bridge onKumbhagodu - Meghani Road in Kour !iage
Kunda"ura #auk.Sl.
,%.KS998@2!00-()cavati%nin&r/inaryS%ilKS998@2!00-!.!.(arth;%r5ine)cavati%n'%r
'%un/ati%n%'structuresas0er/ra;ingan/technicals0eci'icati%ns-inclu/ingsetting%ut-
c%nstructi%n %' sh%ring an/ .racing- rem%val %' stum0s an/ %ther
/eleteri%us matter- /ressing %'
si/esan/.%tt%man/.ac5'illing;itha00r%ve/materialc%m0leteas0ers0eci'icati%ns:.
&r/inary s%il - A . @anual @eans 1i3 De0th u0t% #m @&9C4
S0eci'icati%n ,%. #0 1*. 22!:.,%. 27.! S9 20!2-!#3 A.utment B A!B
9 2"#"!.0082 .00 .25 0.#0 !0.20 Cum= 9s. !0#0$.20 >
!05!5.00$Dec5 Sla. B2 8.7" .25 0.075 5.58 Cum= 9s. !22$."0 >
"8#5#.00!02 25.52 - - 5!.0 @= 9s. 20#!.70 > !0#"$8.00!!2 ".00 -
- - !2
,%KS998@2700-".*CC@!5Gra/elevelingc%urse.el%;a00r%achsla.c%m0leteas0er
/ra;ingan/Cechnicals0eci'icati%nc%m0leteas0ers0eci'icati%ns@&9C4S0eci'icati%n,%.
2700 1*. 252:. #2." S9 20!2-!#3 8el%; a00r%ach 9%a/
[email protected]'%rce/cementa00r%achsla.inclu/ingrein'%rcementan/'%rm;%r5
c%m0lete as 0er /ra;ing an/ Cechnical s0eci'icati%n c%m0lete as 0er
s0eci'icati%ns.@&9C4 S0eci'icati%n ,%. !500- !"00- !700 E
2701*. 252:. #2.7 S9 20!2-!#3 8el%; a00r%ach 9%a/
BKS998@2#00-!".*r%vi/ingan/layingCementc%ncrete;earingc%at;ith&*Ccement
/esignmi)@-#0=#"05gs=#"05gs-;ith20mman/%;nsiDegra/e/granitemetalc%arse
aggregates=0."#Cum-;ithsu0er0lastisiser=#:tsc%n'irmingt%:S$!0#-!$$$9ea''irme/
-2008gra/einclu/ingrein'%rcementc%m0leteas0er/ra;ingan/CechnicalS0eci'icati%ns
c%m0lete as 0er s0eci'icati%ns @&9C4 S0eci'icati%n ,%. 2702.1*.
2# :.,%. 2$.#! S9
20!2-!#3KS998@2700-#.C%nstructi%n%'9CCrailing%'@#0saggregate-siDen%te)cee/ing!2mm
truetruet%linean/gra/e-t%lerance%'vertical9CC0%stn%tt%e)cee/!in500-centret%
centre s0acing .et;een vertical 0%st n%t t% e)cee/ 2000 mm- leaving
a/equate s0ace .et;een
vertical0%st'%re)0ansi%n-c%m0leteas0era00r%ve//ra;ingsan/technicals0eci'icati%ns
c%m0lete as 0er s0eci'icati%ns @&9C4 S0eci'icati%n ,%. 270#-
!500- !"00 E !700 1*. 252 :.,%. #2.# S9
20!2-!#[email protected]%utsc%m0leteas0er/ra;ingan/Cechnicals0eci'icati%n
c%m0lete as 0er s0eci'icati%ns. 1%' !00mm /ia G.:. *i0e3 @&9C4
S0eci'icati%n ,%. 2705 1*. 252 :.,%. #2.5 S9 20!2-!#320:tem %' ;%r5
,%. !52$$.00!2# .25 - - - !2.75 @= 9s. !7.#8 > 222.00!## .25 - -
- !2.75 @= 9s. !7#.80 > 22!".00!2.$# !00.00 Kg. 2$#.00 Kg.a3
A.utment B 2 2 0.80 F 2.5 .$0 #!.852a3 A.utment B 2 2 2.5 F 5.!0
#.$0 58.8$22 2 5.!5 8.80 !8!.28*ier B ! 2 0.80 F #.00 8.8 ##.2! 2
.25 8.80 7.80#80.2" Sqm.At.5.00 Kg ) #80.2" Sqm. !$0!.#0
Kg.A00r%ach Sla. B 2 .00 .25 At 5 Kg. A Sm !70.00 Kg.Ker. %n 9eturn
B ! !.$8 Cum. !58.0 Kg.722.70 Kg..72 C%n.= 9s. 820."0 >
#$8"$#.00!52 2887.00 .25 - - #27!.$#7.50#.27 C%nneKS998 @2"00-5.
1vi3*r%vi/ing an/ 'illing 7%int sealing c%m0%un/ as 0er /ra;ings
an/ technical s0eci'icati%ns ;ith c%arse san/ an/ " 0er cent
.itumen .y ;eight c%m0lete as 0er s0eci'icati%ns @&9C4
S0eci'icati%n ,%. 2"051*. 28 :.,%. #!.5 S9
20!2-!#3KS998@2"00-.1iii3*r%vi/ingan/'i)ingin0%siti%n20mmthic50rem%ul/e/7%int'illerin
e)0ansi%n7%int'%r'i)e/en/s%'sim0lysu00%rte/s0ansn%te)cee/ing!0mt%cater'%ra
h%riD%ntalm%vementu0t%20mm-c%vere/;ithsealantc%m0leteas0er/ra;ingECechnical
S0eci'icati%n c%m0lete as 0er s0eci'icati%ns. @&9C4
S0eci'icati%n ,%. 2"05. 1*. 28 :.,%. #!. S9
20!2-!#3KS998@2200-".Su00lying-'ittingan/[email protected]'%rcementinsu.-structure
c%m0leteas0er/ra;ingan/CechnicalS0eci'icati%nsc%m0leteas0ers0eci'icati%ns@&9C4
S0eci'icati%n ,%. !"00 E 2200 1*. 2#0 :.,%. 28.8 S9 20!2-!#3Dirt
+all - A.utment ca0 E 0ier ca0 BS5in 9ain'%recement BAt 80 Kg. A
SmKS998@2#00-!.Su00lying-'ittingan/[email protected]'%rcementinsu0er-structure
c%m0leteas0er/ra;ingan/technicals0eci'icati%nsc%m0leteas0ers0eci'icati%ns@&9C4
S0eci'icati%n ,%. !"00 1*. 2# :.,%. 2$.2$ S9 20!2-!#32!:tem %' ;%r5
,%. 2785##.00!"2 2 7 - 28 ,%s= 9s. !5!.25 > 2#5.00!72 5.!5 0."0
8."#0 5#.## Cum= 9s. ##!."5 > !7"87.00A66(oa1h Roa) :!8Qty as
0er calculati%n sheet B !""0.00 Cum= 9s. 20!.85 > ##507!.00!$C%e
B8.00 0.5 0.5 ".89evetment B8.000.#0 .$0 7.05#.52 Cum= 9s. !!0.0
> 5$!07.0020 2.50 - - - !0.00 @= 9s. ##7.#0 > ##7#.00KS998
@2200-8. *r%vi/ing ;ee0 h%les in 8ric5 mas%nry A*lain A 9ein'%rce/
c%ncrete a.utment- ;ing ;all A return ;all ;ith !00 mm /ia AC 0i0e-
e)ten/ing thr%ugh the 'ull ;i/th %' the structure
;ithsl%0e%':6204t%;ar/s/ra;ingc%ce.C%m0leteas0er/ra;ingan/Cechnical
S0eci'icati%nsc%m0leteas0ers0eci'icati%ns@&9C4S0eci'icati%n,%.270"E22001*.2#0
:.,%. 28.!0 S9
20!2-!#3KS998@2200-8.!.8ac5'illing.ehin/a.utment-;ing;allan/return;allc%m0leteas0er
/ra;ing an/ Cechincal S0eci'icati%n c%m0lete as 0er
s0eci'icati%ns.A. Granualr material @&9C4 S0eci'icati%n ,%.
7!0.!. %' :9CB78 E 22001*. 2#0 :.,%. 28.!! S9 20!2-!#3KS998
@#00-5#. C%nstructi%n %' (m..an5ment ;ith @aterial Gravel A @urrum
;ith all li'ts an/
lea/s-trans0%rtingt%site-s0rea/ing-gra/ingt%require/sl%0ean/c%m0actingt%meet
requirementCa.le#00-2c%m0leteas0ers0eci'icati%ns.1;hichinclu/esc%st%'gravelA
murrum-;ateringchargesan/c%m0acti%n.yvi.rat%ryr%ller3@&9C4S0eci'icati%n,%.#05
1*.!57 :.,%. !$."0 S9
20!2-!#3KS998@2500-.!.*r%vi/ingan/laying*itching%nsl%0eslai/%ver0re0are/'ilterme/ia
inclu/ing.%ul/era0r%nlai//ryin'r%nt%'t%e%'em.an5mentc%m0leteas0er/ra;ingan/
Cechnical s0eci'icati%ns c%m0lete as 0er s0eci'icati%ns.A St%ne A
8%ul/er @&9C4 S0eci'icati%n ,%. 250 1*.25 :.,%. #0.5 S9
20!2-!#3*r%vi/ing an/ laying rein'%rce/ cement c%ncrete 0i0e ,*#'%r
culverts inclu/ing 0%inting en/s- an/ 'i)ing c%llars ;ith cement
m%rtar !B2inclu/ing c%st %' all materials- la.%ur- curing c%m0lete
as0ers0eci'icati%ns.S0eci'icati%ns.,%.KS98!000-2#00@&SCS0eci'icati%n,%.!000A
2#00 -/%-"00mm. /ia1*. 25$ :. ,%. #.".# S9 20!2-!#3 22:tem %' ;%r5
,%. !#05!.00Tota! Rs. 4000000.00
