mtc of b-d road

7/25/2019 Mtc of B-D road

1/48


2/48

-work of21 ! to 2% & under

r 2!1,-1#

97200

ps.

lls

ges

important Ma@or District (oad inutchi* Dagadarthi*6hennur and

the year 2!1,-1# as per 4o Msed with the following pro/isions

n S.S.(. for the year 2!1,-2!1# $ 3 and its rele/ant circular


3/48

Detailed c ! A"st#act Esti!ate Est a!$ %

S.Ao Description Aos > B D Cty

'

Km 12 ! to 2% & 1.#!m"

2

Km 12 ! to 2% & ,.!!

m"(

Km 12 ! to 2% & ".#!m"

)

Km 12 ! to 1" # $ 21 ! to 2% & 2 "#!! 1.!! %!!!deduct /oids #!= -"#!!

"#!!s m

*

+tc $, tc i-Da/ada#t i #$ad #$! 1!. '2 0 t$ '( * 3 2' 0 t$ 27 4 $# T e YeaNell$#e Dist#ict.

0ro/iding* >aying* Spreading and compacting graded 3B4 crushed stoneaggregate to et Mi macadem specification including cost*seignorage of all

materials and including premi ing the material with water at M6 in

Mechanical mi plant carriage of mi ed material by tipper to site * laying in

uniform layers with pa/er in base courses on well prepared surface and

compacting with ;ibratory roller to achei/e the desired density etc.* as

directed by the ngineer-in-6harge and as per Mo( $3 specification.,!& ',th

re/ision) for finished item of work.

0ro/iding B patch work for pot holes using ,!mm 3B4 5(6 metal with

re uired uantity of :.#-11.2mm 3B4 5(6 machine crushed key chips and

9! 1!! grade bitumen < ,2.!!kgs per cum remo/al of loose materials in the

pot holes * trimming the edges to pro/ide firm /ertical faces cleaning applying

tack coat filling pot holes duly tamping to fill all /oids etc complete and as

directed by the ngineer -in 6harge .

0ro/iding B patch work for using 12-1,mm 3B4 5(6 machine crushed chips

and 9! 1!! grade bitumen < %2.!!kgs per cum remo/al of loose materials in

the pot holes * trimming the edges to pro/ide firm /ertical faces cleaning

applying tack coat filling pot holes duly tamping to fill all /oids etc complete

and as directed by the ngineer -in 6harge .

6learing the 7uliflora '0rosafis) @ungle including uprooting and remo/ing of

stumps clearing away from site* burning etc.* complete as directed by the

ngineer-in-6harge during e ecution of work. 1m2

Stripping the e cess soil from the shoulders surface with an a/erage depth of

stripping as %#mm to achie/e the appro/ed le/el for sectioning th berms

shoulders including all labour charges for dumping the stripped earth from

shoulders on the side slopes etc. complete.


4/48


4

Km 12 ! to 2% & 2 1!! 1.!! !." "!.!!m"

7

for damaged parapets'2E2) , ".!! !., !.&! 2.99

".!!m"

5

, &.9! !.&! 1&."21%.!!

m2

9

for 6ul/ert parapets 1!!.!!m2

'0

tree bands :! 1.2 !.: :%.2!:%.2!

m2'' owords 0ro/iding 7.6.B for clearing of debries

'as per michinery rate) ".!!hrs

'2 owords 0ro/iding special labour for clearing of /ents $/egitation

(emo/al of unser/iceable soils upto SD( including e ca/ation* loading and

disposal upto 1!!! mts etc.* complete including seignioarge charges for

finished item of work as per Mo( $3 specification "!1',th (e/ision) and as

directed by the ngineer-in-6harge

Brick masonry in 6.M. '18&) mi using 55 nd class Bricks including cost* and

con/eyance of cement sand* Bricks and all other materials confirming to +0SS

specifications to site and all labour charges for mi ing mortar construction of

masonry water curing with all leads and lifts for con/eyance of water cost of

scaffolding charges etc complete and as directed by the ngineer-5n-6hargeduring e ecution of work

0lastering in 6M '18#) 12 mm thick including cost and con/eyance of all

materials * seigniorage charges * labour charges * curing etc complete for

finished item of work as directed by the ngineer -in-6harge

for damaged parapets $ raisingparapets

hite washing two coats with best shell lime including cost and con/eyance of

lime* gum* cun@ee water and all labour charges for applying etc complete.

0ainting to tree bands with ready mi ed first uality synthetic enamel paint of appro/ed

brand and shade o/er 1 coat of wood primer of appro/ed brand including cost and

con/eyance of all materials to work site and all operational* incidental* labour charges

etc.* complete for finished iem of work as per SS 1212


5/48


nos

'( 0ro/ision for ;+ #=') 0ro/ision forseigniorage charges'* 0ro/ision for (ounding off

TOTA6


6/48



7/48

t:97&200

(ate +mount

1,&!.1! 2'90m"

":92.9! '*9('

m"

#2#1.%! '5(5'm"

".%! '29*0s m

# 20'*-'4 i% SPSR


8/48

(ate +mount

s m

#&.&! '495m"

,2#2.%! '27*5m"

2":,.,! )0701! m2

1#&.9" '*451! m2

11!.!! '0492 m2

&:!.!! 2070hrs


9/48

(ate +mount

each9'009

,##!1"&!

29!97200


10/48

(ate +mount

14


11/48

SEINIORA E CHAR ES

Mtc of Butchi-Dagadarthi road From Km. 12/0 to 13/5 & 21/0 to 27/6 For T

Sl.Ao Description of 5tem 6oefficient

1 B 0atch work using ,!mm ,.!! 1.""

2 B 0atch work using MM 1.#! 1.""

" B 0atch work using 12-1,mm ".#! 1.""

, Bricks for Masonry work ".!! #12

# sand for Brick Masonry ".!! !.29

& Sand for plastering 1%.!! !.!21

% (emo/al of unser/icable soil "!.!! 1.!!

5tem uantity in6um


12/48


13/48

e ear 2015-16 i! "#"$ %e ore Di'trict.

otal +mount

#."2 #! 2&&.!!

2.!! #! ::.%#

,.&& #! 2"2.%#

1#"&.!! "# #".%&

!.9, ,! "".&!

!."& ,! 1,.29

"!.!! 22 &&!.!!

1"&!.1,

say '(40.00

otal Cuantityin 6um Seiniorage (ate percum


14/48


15/48

REA1 UP DETAI6S

1. K5AD F M+ (5+>8- H +ACHINE CRUSHED CHIPS 3 +etal.Cuarry at KM. , & of Butchi Dagadarthi road with !.9! KM 6

6.. !.9!!1! = 6.. !.!9!Butchi-Dagadarthi road km., & to 12 ! %.,!!

Butchi-Dagadarthi road km.12 ! to 2% & %.9!!'+/erage lead '2%.&-12.!) 2 G%.9!) 1&.!9!

2. K5AD F M+ (5+>8- #a8el.Cuarry at km 1" , of B-D road with !.2! KM ct.

6 !.2!!1! = 6 !.!2!Butchi-Dagadarthi road km.1" , to 12 ! $ 1" , to 2% & %.9!!'+/erage lead ''1".,-12.!)H'2%.&-1".,)) 2 G%.9!) 9.!2!

". K5AD F M+ (5+>8- C$ %t# "#ic s.Kilns at Km. 11 2 of (5 road with !.2! KM 6

6 !.2!!1! = 6 !.!2!(5 road km. 11 2 to 19 ! &.9!!0( road !.2&!+-I road Km.! & to " 1! ".,!!KK road Km.# 9 to ! ! #.9!!B-D road Km.2% & to12 ! %.9!!'+/erage lead '2%.&-12.!) 2 G%.9!) 2,.29!

,. K5AD F M+ (5+>8- Sa%d ,$# +$#ta#Cuarry at km 1 , of A.B.B. road with !.2! KM 6t.

6 !.2!!1! = 6 !.!2!K road km. ! ! to , 9 ,.9!!Aew A3 # road km. 19" & to 2!2 , 19.9!!B-D road Km.2% & to12 ! %.9!!'+/erage lead '2%.&-12.!) 2 G%.9!) "1.&2!

#. K5AD F M+ (5+>8- Sa%d ,$# illi%/Cuarry at km 21 2 of the road with !.2! KM 6t.

Butchi-Dagadarthi road km.21 2 to 2% & $ 12 ! to 21 2 %.9!!'+/erage lead ''21.2-12.!)H'2%.&-21.2)) 2 G%.9!) %.9!!

&. K5AD F M+ (5+>8- 9! 1!! 4(+D 0+6K D B5 IM AM(> 6hennai

6hennai local #.!!!Aew A3 # road km ! ! to 2!2 2!2 !


16/48

.

( '4.00 1+S.

( 5.00 1+S.

( 2).00 1+S.

( (2.00 1+S.

( 5.00 1+S.


17/48

NA+E O ;OR1 :- tc i-Da/ada#t i #$ad #$! 1!.'2 0 t$ '( * 3 2' 0 T$ 27 4 $# T e Yea# 20'*-'4 i% SPSR

6EAD STATE+ENT

Description of Metal Source of Supply 6on/eyance

F ( ( +D (KS

1 1&.!! 1:#."# ,1:.!! %!.!! !.!! !.!!

2 - do - 1&.!! 1:#."# ,#&.!! %!.!! !.!! !.!!

" - do - 1&.!! 1:#."# #99.!! %!.!! !.!! !.!!

, - do - 1&.!! 1:#."# #99.!! %!.!! 1,%.!! !.!!

# - do - 1&.!! 1:#."# :,,.!! %!.!! 2"&.!! !.!!

& - do - 1&.!! 1:#."# :9,.!! %!.!! 2,&.!! !.!!

% - do - 1&.!! 1:#."# %9!.!! %!.!! 1:#.!! !.!!

9 - do - 1&.!! 1:#."# &.!! %!.!! 1&,.!! !.!!

: - do - 1&.!! 1:#."# #!,.!! %!.!! 12&.!! !.!!

1! - do - 1&.!! 1:#."# "!9.!! %!.!! %%.!! !.!!

Sl.A

o

>ead in

Kms

5nitial cost

less stacking

Blasting

charges

Machinecrushingcharges

Seig

c

&! to &" mm 5(6 and Mo( 33B4 metal

Cuarry at km , &of B-D road

#! to ## mm 5(6 and Mo( 33B4 metal

,! to ,# mm 5(6 and Mo( 33B4 metal,! to ,# mm 5(6 andMo( 3 3B4 M 6 metal

2# to 2% mm 5(6 and

Mo( 3 3B4 M 6 metal1: to 22 mm 5(6 andMo( 3 3B4 M 6 metal

12 to 1, mm 5(6 andMo( 3 3B4 M 6 metal:.# to 11.2! mm 5(6 andMo( 3 3B M 6 metal

# to % mm 5(6 and Mo( 33B4 M 6 metal2."& to # mm 5(6 andMo( 3 3B4 M 6 metal


18/48

Description of Metal Source of Supply 6on/eyanceSl.Ao>ead in

Kms5nitial cost

less stackingBlastingcharges


Seigc

11 - do - 1&.!! 1:#."# ",!.!! !.!! !.!! !.!!

12 Stone Dust - do - 1&.!! 1:#."# 9#.!! !.!! !.!! !.!!

1" 4ra/el 9.!! 1!&.:" 1!".!! !.!! !.!! !.!!

1, Sand for Mortar "2.!! "&9.#1 ,&2.!! !.!! !.!! !.!!

1# Sand for filling 9.!! 1!&.:" ",2.!! !.!! !.!! !.!!

1& 55 nd class Bricks 2,.!! ,12.,# ,%!!.!! !.!! !.!! !.!!

1% 6ement !.!! !.!! #:!!.!! !.!! !.!! !.!!

19 Shell lime !.!! !.!! :#!.!! !.!! !.!! !.!!

1: 5 6> 6hennai 21#.!! "%&.2# ":::#.:% !.!! !.!! !.!!

3B4 Stone chips 2."&mmand below

Cuarry at km 1" ,of B-D road

Cuarry at Km 1 ,of ABB road

Cuarry at Km 21 2of B-D road

Cuarry at Km 11 2of (-5 road

Bitumen 9! 1!! as on1&.!#.1#


19/48


Kms5nitial cost



Seigc


20/48


Kms5nitial cost



Seigc


21/48

Nell$#e Distict.

SSR 20')-'*.

-9.%! &%#.

-9.%! %12.

-9.%! 9,,.

-9.%! ::1.

-9.%! 1,"&.

-9.%! 1,9&.

-9.%! 12"1.

-9.%! 1!%&.

-9.%! 99&.

-9.%! &,1.

Deduct stackingcharges forcon/eyance

oal 6ost per

6um


22/48


oal 6ost per6um

-9.%! #2&.

-9.%! 2%1.

-#.#! 2!,.,"

-#.#! 92#.!1

-#.#! ,,".,"

-1!.!! #1!2.,#

!.!! #:!!.!!

!.!! :#!.!!

-:!!.!! ":,%2.22


23/48


oal 6ost per6um


24/48


oal 6ost per6um


25/48

+tc $, tc i-Da/ada#t i #$ad #$! 1!. '2 0 t$ '( * 3 2' 0 t$ 27 4 $# T e Yea# 20'*-'4

DATAS

< a%tit U%it Desc#i=ti$% Rate' 2 ( ) *1

Init G cum 0age 11!*111 of Mo( $3 SDBaking output G 22# cum

'+) >abour

!.,9 nos. Mate ",#.!!

2.!! nos. MaJdoor skilled "#%.!!1!.!! nos. MaJdoor 2:#.!!

otal'B) Machinery

&.&! hr et mi plant of &! tonne hr. capacity 1&,&.!!&.!! hr lectric generating set 12# K;+ 1"2!.!!&.!! hr front end loader 1 cum capacity 1&,&.!!&.!! hr Mechanical 0a/er finisher 1!! 03 !.!!".:! hr smooth wheeled roller 9 on 11,&.%!".!! hr ater tanker &2,.!!

otal'6) Material

9:.1! cum ,# to 22.,!mm 5(6 3B4 metal < "!= 1"!,.:9'+/. f ,!-,#* 2#-2%* 1:-22mm )

119.9! cum 22., to 2."&mm 5(6 3B4 metal < ,!= 1!&,.'+/. f 1:-22* 12-1,* :.#-11.2* #-%mm and 2."&mm to #mm)

9:.1! cum 2."&mm to %# micron < "!= '2."&mm $ below) #2&.otal

'D) /er head charges < #=!.!! = +dd for /er head charges < #= on '+)H'B)H' 6)' ) otal of '+) H 'B)H' 6)H'D)'F) +dd 6ontractors 0rofit at 1!= on ' )

6ost per 22# cum ' ) H 'F)(ate per 1 cum

(ate to be adopted per 1 cum

2

S.N$

0ro/iding* >aying* Spreading and compacting graded 3B4 crushed stone aggregateto et Mi macadem specification including cost*seignorage of all materials andincluding premi ing the material with water at M6 in Mechanical mi plantcarriage of mi ed material by tipper to site * laying in uniform layers with pa/er inbase courses on well prepared surface and compacting with ;ibratory roller toachei/e the desired density etc.* as directed by the ngineer-in-6harge and as perMo( $3 specification.,!& ', th re/ision) for finished item of work.

0ro/iding B patch work for pot holes using ,!mm 3B4 5(6 metal with re uireduantity of :.#-11.2mm 3B4 5(6 machine crushed key chips and 9! 1!! gradebitumen < ,2.!!kgs per cum remo/al of loose materials in the pot holes * trimmingthe edges to pro/ide firm /ertical faces cleaning applying tack coat filling pot holesduly tamping to fill all /oids etc complete and as directed by the ngineer -in6harge .


26/48

< a%tit U%it Desc#i=ti$% Rate' 2 ( ) *

S.N$

!.1" cum 1!-12 mm 3B4 key chips 1!%&.,2.!! Kgs 9! 1!! graded bitumen packed ":,%2.22

otal

!.!! = add e tra for wastage of materials on cost of chips 11"1.&1

2.9& nos >abour charges 2:#.!!

!.2% hrs smooth wheeled roller 9 on 11,&.%!1.!! cum for ools and 0lants

(ate per 1 cum(ate to be adopted per 1 cum

(

1.!! cum 12 to 1, mm 5(6 3B4 M 6 6hips 12"1.!.1# cum 6ost of sand ,,".,"

%2.!! Kgs 9! 1!! 4rade 0acked Bitumen ":,%2.22otal

!= +dd e tra for wastage of materials on cost of chips 12:9.1&

2.9& Aos >abour charges 2:#.!!!.2% hrs smooth wheeled roller 9 on 11,&.%!

Men $ Materials.1.!! cum For tools and 0lants.

otal(ate to be adopted per 1 cum

)

1.!! S .m (ate as per SS( ".%!(ate to be adopted per 1 S .m

*

By mechanical meansaking output 1!! S .m

!.1! day Mate ",#.!!2.#! day MaJdoor 2:#.!!

+dd for sundries for cau tion boards tools for ramming etc.*

(ate per 1!! S .m(ate per 1 S .m

(ate to be adopted per 1 s m

0ro/iding B.. 0atch work using 12 mm to 1, mm siJe 3B4 machine crushed chips and

9! 1!! grade bitumen at %2 kgs per 1.! cum* remo/al of loose materials in the pot holes*

trimming the edges to pro/ide for /ertical faces* cleaning* applying tack coat* filling pot holes

duly tamping* to fill all /oids etc complete and as directed by the ngineer-5n-6harge .

6learing the 7uliflora '0rosafis) @ungle including uprooting and remo/ing of stumps clearing

away from site* burning etc.* complete as directed by the ngineer-in-6harge during

e ecution of work. 1m2

Stripping the e cess soil from the shoulders surface with an a/erage depth of

stripping as %#mm to achie/e the appro/ed le/el for sectioning th berms

shoulders including all labour charges for dumping the stripped earth from

shoulders on the side slopes etc. complete.


27/48

< a%tit U%it Desc#i=ti$% Rate' 2 ( ) *

S.N$

4

Init 8 6um aking out put G "&! 6um 0age #9 of Mo( $3 SDB'+) >abour

!.!9 day Mate ",#.!!2.!! day MaJdoor unskilled 2:#.!!

otal'B) Machinery

"&!.!! cum (ate as per 4. .Ms Ao 1! Dt 2& % 2!!# 1".!!1&."& 3rs ippers #.#! cum 6apacity :22.!!

otal'6) Seignorage 6harges

"&!.!! cum Seignorage charges !.!!otal

'D) /er head charges < #='1!=-;+ ) on '+)H'B)H' c)' ) otal of '+)H'B)H' 6)H'D)'F) +dd contractors 0rofit at 1!= on ' )

cost per "&! 6um ' )H'F)(ate per 6um

(ate to be adopted per 1 cum

7 6ost of 6ement Mortar ' 18&)

1.!! cum 6ost of Sand 92#.!1 1 & cum 6ost of 6ement 9,:&.!!1.!! cum Mi ing 6harges 29.!!

otal

5

#12.!! Aos 6ost of 55 nd class bricks ,9#".1#!.2! cum 6ost of 6M 18& 22&:.!1!.,2 Aos Mason 5st class "#%.!!!.:9 Aos Mason 55 nd class ",#.!!!.%! Aos Man MaJdoor 2:#.!!2.1! Aos oman MaJdoor 2:#.!!

otal(ate to be adopted per 1 cum

9 6ost of 6ement Mortar ' 18#)

(emo/al of unser/iceable soils upto SD( including e ca/ation* loading and disposal

upto 1!!! mts etc.* complete including seignioarge charges for finished item of

work as per Mo( $3 specification "!1',th (e/ision) and as directed by the

ngineer-in-6harge

Brick masonry in 6.M. '18&) mi using 55 nd class Bricks including cost* Seigniorage charges

and con/eyance of cement sand* Bricks and all other materials confirming to +0SS

specifications to site and all labour charges for mi ing mortar construction of masonry water

curing with all leads and lifts for con/eyance of water cost of scaffolding charges etc

complete and as directed by the ngineer-5n-6harge during e ecution of work.


28/48


29/48

i% SPSR Nell$#e Dist#ict.

Pe# A!$ %t4 7

day 1.&!

day %1,.!!day 2:#!.!!

"92:.&!

hr 1!9&".&!hr %:2!.!!hr :9%&.!!hr !.!!hr ,,%2.1"hr 19%2.!!

"#!!".%"

cum 11&2%,.!2

cum 12&,9!.,2

cum ,&:2,.#229:&%9.:&

!.!!"29#12.2:

!.!!"29#12.2:

1,&!.!#Rs. ')40.'0


30/48

Pe# A!$ %t4 7

cum 1":.:&M 1%.9"

2%9:.,,

!.!!

each 9,".%!

hour "!:.&1,!.!!

":92.%#Rs. (952.50

cum 12"1.cum &&.#1M 29,2.!!

,1,!.1&

cum !.!!

ach 9,".%!hrs

22%.9!,!.!!

#2#1.&&Rs. *2*'.70

S .m ".%!Rs. (.70

day ",.#!day %"%.#!

!.2!%%2.2!

%.%22Rs 7 70


31/48

Pe# A!$ %t4 7

day 2%.&day #:!.!!

&1%.&

cum ,&9!.!!3rs 1#!9".:2

1:%&".:2

cum !.!!

!.!!2!"91.#2

!.!!2!"91.#2

#&.&2Rs. *4.40

cum 92#.!1cum 1,1&.!!cum 29.!!

Rs. 2249.0'

1!!! Aos 2,9,.91cum ,#".9!ach 1,:.:,ach ""9.1!ach 2!&.#!ach &1:.#!

,2#2.Rs. )2*2.70


32/48

Pe# A!$ %t4 7

Rs. 2**2.2'

cum #"#.:&ach 2"#.&2ach #"1."!ach 1,%.#!ach :,,.!!

2":,."9Rs. 2(9).)0

cum &&.#!ach 1%1."&ach "9&.,!ach 1,%.#!ach %:&.#!

1#&9.2&Rs. '*4.5(

day 1,#.2!day 2.

,1!.9#

>itre 2%9."!&9:.1#

!.!!11!!.!!

!.!!11!!.!!

11!.!!Rs. ''0.00


33/48


34/48

0.00

0.00


35/48


36/48


37/48

()*D +,*$ )"Metal

loading 46.05 92.11unloading 13.95 13.95stacking 0.00 0.00

0.25 27.63 26.670.5 27.63 26.67

1 27.63 26.672 38.68 37.373 51.67 51.674 62.72 62.725 73.77 73.776 84.82 84.827 95.88 95.888 106.93 106.93

9 117.98 117.9810 129.04 129.0411 140.09 140.0912 151.14 151.1413 162.19 162.19

14 173.25 173.2515 184.30 184.3016 195.35 195.3517 206.40 206.4018 217.46 217.4619 228.51 228.5120 239.56 239.5621 250.61 250.6122 261.67 261.6723 272.72 272.72

24 283.77 283.7725 294.82 294.8226 305.88 305.8827 316.93 316.9328 327.98 327.9829 339.04 339.0430 350.09 350.0931 359.30 359.30

Earth/Gravel/ and


38/48

32 368.51 368.5133 377.72 377.7234 386.93 386.9335 396.14 396.14

36 405.35 405.35

37 414.56 414.5638 423.77 423.7739 432.98 432.9840 442.19 442.1941 451.40 451.4042 460.61 460.6143 469.82 469.8244 479.04 479.0445 488.25 488.2546 497.46 497.4647 506.67 506.6748 515.88 515.8849 525.09 525.0950 534.30 534.3051 543.51 543.5152 552.72 552.7253 561.93 561.9354 571.14 571.1455 580.35 580.35

56 589.56 589.5657 598.77 598.7758 607.98 607.9859 617.19 617.1960 626.40 626.4061 635.61 635.6162 644.82 644.8263 654.04 654.0464 663.25 663.2565 672.46 672.46

66 681.67 681.6767 690.88 690.8868 700.09 700.0969 709.30 709.3070 718.51 718.5171 727.72 727.7272 736.93 736.9373 746.14 746.14


39/48

74 755.35 755.3575 764.56 764.5676 773.77 773.7777 782.98 782.9878 792.19 792.1979 801.40 801.4080 810.61 810.6181 819.82 819.8282 829.04 829.0483 838.25 838.2584 847.46 847.4685 856.67 856.6786 865.88 865.8887 875.09 875.0988 884.30 884.3089 893.51 893.5190 902.72 902.7291 911.93 911.9392 921.14 921.1493 930.35 930.3594 939.56 939.5695 948.77 948.7796 957.98 957.9897 967.19 967.1998 976.40 976.40

99 985.61 985.61100 994.82 994.82101 1004.04 1004.04102 1013.25 1013.25103 1022.46 1022.46104 1031.67 1031.67105 1040.88 1040.88106 1050.09 1050.09107 1059.30 1059.30108 1068.51 1068.51

109 1077.72 1077.72110 1086.93 1086.93111 1096.14 1096.14112 1105.35 1105.35113 1114.56 1114.56114 1123.77 1123.77115 1132.98 1132.98116 1142.19 1142.19


40/48

117 1151.40 1151.40118 1160.61 1160.61119 1169.82 1169.82120 1179.04 1179.04121 1188.25 1188.25122 1197.46 1197.46123 1206.67 1206.67124 1215.88 1215.88125 1225.09 1225.09126 1234.30 1234.30127 1243.51 1243.51128 1252.72 1252.72129 1261.93 1261.93130 1271.14 1271.14131 1280.35 1280.35132 1289.56 1289.56133 1298.77 1298.77134 1307.98 1307.98135 1317.19 1317.19136 1326.40 1326.40137 1335.61 1335.61138 1344.82 1344.82139 1354.04 1354.04140 1363.25 1363.25141 1372.46 1372.46

142 1381.67 1381.67143 1390.88 1390.88144 1400.09 1400.09145 1409.30 1409.30146 1418.51 1418.51147 1427.72 1427.72148 1436.93 1436.93149 1446.14 1446.14150 1455.35 1455.35


41/48

!ost o# Materials$ %a&our

Materia $ate'60 to 63 '' ()! * Mo)+, ,-G 'etal 419.00 1750 to 55 '' ()! * Mo)+, ,-G 'etal 456.00 1740 to 45 '' ()! * Mo)+, ,-G 'etal 588.00 16

)oughstone 300'' ,-G #or revet'ent 156.00 13)oughstone 225'' ,-G #or revet'ent 154.00 13 )evet'ent ork 225'' 144.00 13 )evet'ent ork 300'' 164.00 13 )evet'ent ork 450'' 136.00 13

%aterite #or )evet'ent 225'' 118.00 13%aterite #or )evet'ent 300'' 138.00 13edd stone a&ove 450 '' to 600 '' 188.00

5.00

150 '' soling stone ,-G 'etal 95.0040 to 45 '' ()! * Mo)+, ,-G M/! 'etal 588.00 1625 to 27 '' ()! * Mo)+, ,-G M/! 'etal 944.00 1619 to 22 '' ()! * Mo)+, ,-G M/! 'etal 984.00 16

12 to 14 '' ()! * Mo)+, ,-G M/! 'etal 780.00 169.5 to 11.20 '' ()! * Mo)+, ,-G M/! 'etal 656.00 165 to 7 '' ()! * Mo)+, ,-G M/! 'etal 504.00 162.36 to 5 '' ()! * Mo)+, ,-G M/! 'etal 308.00 16,-G tone chi s 2.36 '' and &elo 340.00 18Gravel 103.00 1840 '' 5 '/c ,-G 'etal 620.00 1525 '' 5 '/c ,-G 'etal 994.00 1520 '' 5 '/c ,-G 'etal 1036.00 1512 '' 5 '/c ,-G 'etal 822.00 15

10 '' 5 '/c ,-G 'etal 692.00 146 '' 5 '/c ,-G 'etal 532.00 14and #or concrete 462.00 19and #or illing 342.00 19, teel 44000.00 ..Mild teel 43000.00 .!e'ent 5900.00 ..Mild teel 6'' 45000.00

)age

:o

;uarr s all ield icked 'etal


42/48

B a'ti!g charge'-lasting charges 70.00 17-lasting charges #or rough stone 70.00 17"eig!iorage charge'

Metal 50.00

Gravel/earth 22.00 . oand 40.00 . o(a our $ate'Mate 345.00 10Ma>door skilled 357.00Ma>door unskilled 295.00 10Machi!er $ate'o>er 80 , #or s reading ? 200 cu' er hour 2575.60 25Motor grader 3.35 M -lade ?50 cu'/,r 3216.00 25, dralic e@cavator 2848.50 25ront end loader 1 cu' ca acit 1646.00 25+i er 5.5 cu' 922.00 25Ai&rator roller 8+ 2678.30 25s'ooth heeled roller 8 +on 1146.70 25Bater tanker 6 C% 624.00 25+ractor 415.00 25+ractor ith )otavator 422.00 25Tractor with ripper attachment @ 60 cum per hour 422.00 25


43/48

-lacks'ith 385.00 10riller 440.00 9-laster 440.00 8

+i er 10+onne ca acit #or carriage o# stonechi s #ro' stock ile on road side to chis reader


44/48


45/48

5 12.6 84.1 73.776 12.6 96.7 84.827 12.6 109.3 95.888 12.6 121.9 106.939 12.6 134.5 117.98

10 12.6 147.1 129.0411 12.6 159.7 140.0912 12.6 172.3 151.1413 12.6 184.9 162.1914 12.6 197.5 173.2515 12.6 210.1 184.316 12.6 222.7 195.35

17 12.6 235.3 206.418 12.6 247.9 217.4619 12.6 260.5 228.5120 12.6 273.1 239.5621 12.6 285.7 250.61

22 12.6 298.3 261.6723 12.6 310.9 272.7224 12.6 323.5 283.7725 12.6 336.1 294.8226 12.6 348.7 305.8827 12.6 361.3 316.9328 12.6 373.9 327.9829 12.6 386.5 339.0430 12.6 399.1 350.0931 10.5 409.6 359.3

32 10.5 420.1 368.5133 10.5 430.6 377.7234 10.5 441.1 386.9335 10.5 451.6 396.1436 10.5 462.1 405.3537 10.5 472.6 414.5638 10.5 483.1 423.7739 10.5 493.6 432.98


46/48

40 10.5 504.1 442.1941 10.5 514.6 451.442 10.5 525.1 460.6143 10.5 535.6 469.82

44 10.5 546.1 479.04

45 10.5 556.6 488.2546 10.5 567.1 497.4647 10.5 577.6 506.6748 10.5 588.1 515.8849 10.5 598.6 525.0950 10.5 609.1 534.351 10.5 619.6 543.5152 10.5 630.1 552.7253 10.5 640.6 561.9354 10.5 651.1 571.1455 10.5 661.6 580.3556 10.5 672.1 589.5657 10.5 682.6 598.7758 10.5 693.1 607.9859 10.5 703.6 617.1960 10.5 714.1 626.461 10.5 724.6 635.6162 10.5 735.1 644.8263 10.5 745.6 654.04

64 10.5 756.1 663.2565 10.5 766.6 672.4666 10.5 777.1 681.6767 10.5 787.6 690.8868 10.5 798.1 700.0969 10.5 808.6 709.370 10.5 819.1 718.5171 10.5 829.6 727.7272 10.5 840.1 736.9373 10.5 850.6 746.14

74 10.5 861.1 755.3575 10.5 871.6 764.5676 10.5 882.1 773.7777 10.5 892.6 782.9878 10.5 903.1 792.1979 10.5 913.6 801.480 10.5 924.1 810.6181 10.5 934.6 819.82


47/48

82 10.5 945.1 829.0483 10.5 955.6 838.2584 10.5 966.1 847.4685 10.5 976.6 856.6786 10.5 987.1 865.8887 10.5 997.6 875.0988 10.5 1008.1 884.389 10.5 1018.6 893.5190 10.5 1029.1 902.7291 10.5 1039.6 911.9392 10.5 1050.1 921.1493 10.5 1060.6 930.3594 10.5 1071.1 939.5695 10.5 1081.6 948.7796 10.5 1092.1 957.9897 10.5 1102.6 967.1998 10.5 1113.1 976.499 10.5 1123.6 985.61

100 10.5 1134.1 994.82101 10.5 1144.6 1004.04102 10.5 1155.1 1013.25103 10.5 1165.6 1022.46104 10.5 1176.1 1031.67105 10.5 1186.6 1040.88106 10.5 1197.1 1050.09

107 10.5 1207.6 1059.3108 10.5 1218.1 1068.51109 10.5 1228.6 1077.72110 10.5 1239.1 1086.93111 10.5 1249.6 1096.14112 10.5 1260.1 1105.35113 10.5 1270.6 1114.56114 10.5 1281.1 1123.77115 10.5 1291.6 1132.98116 10.5 1302.1 1142.19

117 10.5 1312.6 1151.4118 10.5 1323.1 1160.61119 10.5 1333.6 1169.82120 10.5 1344.1 1179.04121 10.5 1354.6 1188.25122 10.5 1365.1 1197.46123 10.5 1375.6 1206.67124 10.5 1386.1 1215.88


48/48

125 10.5 1396.6 1225.09126 10.5 1407.1 1234.3127 10.5 1417.6 1243.51128 10.5 1428.1 1252.72129 10.5 1438.6 1261.93130 10.5 1449.1 1271.14131 10.5 1459.6 1280.35132 10.5 1470.1 1289.56133 10.5 1480.6 1298.77134 10.5 1491.1 1307.98135 10.5 1501.6 1317.19136 10.5 1512.1 1326.4137 10.5 1522.6 1335.61138 10.5 1533.1 1344.82139 10.5 1543.6 1354.04140 10.5 1554.1 1363.25141 10.5 1564.6 1372.46142 10.5 1575.1 1381.67143 10.5 1585.6 1390.88144 10.5 1596.1 1400.09145 10.5 1606.6 1409.3146 10.5 1617.1 1418.51147 10.5 1627.6 1427.72148 10.5 1638.1 1436.93149 10.5 1648.6 1446.14

150 10.5 1659.1 1455.35

mtc of b-d road

Documents