mtc of a-u road

7/25/2019 Mtc of A-U road

1/48

Specification report to accompany the estimate for the Su

Maintenance of Allur -Ulavapalla road from KM.6/6 to /

Maintanance of all roads in "#$%& Section' Allur for the yea

"Sinle packae&

Rs.

AUTHORITY:- As per instructions of the ecutive nineer "#$%& Kavali.

NECESSITY:-

PROVISIONS:- * 0rovidin %.1. 0atch work with 2MM for pot holes.

( 0rovidin %1 patch work usin +)mm 3%4 5# metal

7 0rovidin %.1. 0atch work with *( -*+ mm 5# 3%4 chi

+ learin the 8uliflora "0rosafis& 8unle

, %rick Masonry with .M. "*96& for damaed

6 0lasterin with .M. "*9,& *( mm thick for parapets

: 2hite washin to culvert parapet walls.

0rovidin and applyin two coats for tree bandin! 0rovision for seinorae chares

*) 0rovision for ;A1 hares < ,.) =.

** >'.S. 0rovision for #oundin off

1he Allur - Ulavapalla road is an important Ma?

connectin number of villaes like Allur' Sinapeta'Ulava

lenth of the road is .!) KMs.

1he Annual maintanance is to be carried out fo

o.*7( for the above road. 3ence this estimate is prepa

based on the KM war rates approved vide 4o Ms o.*7(.

1he estimate is prepared based on comm

and the work will be carried out as per A.0.S.S. / MB

instructions issued from time to time .


2/48

-work of

under

r ()*+-*,

27600

ps.

parapet walls

or @istrict #oad in ellore @istrict

alla and ?oins at 3-,.1he 1otal

the year ()*+-*, as per 4o Ms

ed with the followin provisions

n S.S.#. for the year ()*+-()*,

1 $ 3 and its relevant circular


3/48

Mtc of Allur-Ul!"ll ro# fro$ %$.6&6 to '&( )or T*+ Y+r 20,-,6 / SPSR

+tl+# cu$ A1strct Est$t+ Est $ou/

S.o @escription os > % @ Cty

,

Km )/) to /! *.,)

m7

2

Km )/) to /! *.))

m7

3

Km )/) to /! *.))

m7

4

Km 6/6 to /! ( 6)) *.)) *())

deduct voids ,)= -6))

6))

sDm

0rovidin' >ayin' Spreadin and compactin raded 3%4 crushed stone

areate to 2et Mi macadem specification includin cost'seinorae of all

materials and includin premiin the material with water at BM in

Mechanical mi plant carriae of mied material by tipper to site ' layin in

uniform layers with paver in base courses on well prepared surface and

compactin with ;ibratory roller to acheive the desired density etc.' as

directed by the nineer-in-hare and as per Mo#1$3 specification.+)6 "+th

revision& for finished item of work.

0rovidin %1 patch work for pot holes usin +)mm 3%4 5# metal with

reDuired Duantity of !.,-**.(mm 3%4 5# machine crushed key chips and

)/*)) rade bitumen < +(.))ks per cum removal of loose materials in the

pot holes ' trimmin the edes to provide firm vertical faces cleanin applyin

tack coat fillin pot holes duly tampin to fill all voids etc complete and as

directed by the nineer -in hare .

0rovidin %1 patch work for usin *(-*+mm 3%4 5# machine crushed chips

and )/*)) rade bitumen < :(.))ks per cum removal of loose materials in

the pot holes ' trimmin the edes to provide firm vertical faces cleanin

applyin tack coat fillin pot holes duly tampin to fill all voids etc complete

and as directed by the nineer -in hare .

learin the 8uliflora "0rosafis& ?unle includin uprootin and removin of

stumps clearin away from site' burnin etc.' complete as directed by the

nineer-in-hare durin eecution of work./*m(


4/48


for damaed parapets"(E*& ( 7.)) ).+ ).6) *.++

*.,)

m7

6

( 6.) ).6) .*6

.()

m(

7

For culvert parapets ,).))

,).))m(

'

tree bands () *.( ).! (*.6)

(*.6)

m(

( 0rovision for ;A1 ,=

,0 0rovision for seiniorae chares

,, 0rovision for #oundin off

TOTA5

%rick masonry in .M. "*96& mi usin 55 nd class %ricks includin cost' and

conveyance of cement sand' %ricks and all other materials confirmin to A0SS

specifications to site and all labour chares for miin mortar construction of

masonry water curin with all leads and lifts for conveyance of water cost of

scaffoldin chares etc complete and as directed by the nineer-5n-hare

durin eecution of work

0lasterin in M "*9,& *( mm thick includin cost and conveyance of all

materials ' seiniorae chares ' labour chares ' curin etc complete for

finished item of work as directed by the nineer -in-hare

for damaed parapets $ raisin

parapets

2hite washin two coats with best shell lime includin cost and conveyance of

lime' um' cun?ee water and all labour chares for applyin etc complete.

0aintin to tree bands with ready mied first Duality synthetic enamel paint of

approved brand and shade over * coat of wood primer of approved brandincludin cost and conveyance of all materials to work site and all operational'

incidental' labour chares etc.' complete for finished iem of work as per SS*(*(


5/48



6/48



7/48

N+llor+ strct.

t:27600

#ate Amount

*:)).) 2,

m7

+*!.*) 4,'(

m7

,++!.7) 44(

m7

7.:) 2220

sDm


8/48

#ate Amount

+(,6.7) 63'4

m7

(7!.7) ,(67

*) m(

*,6.7 7'4*) m(

**).)) 2376

m(

2(2,

*(!6

(7

*))

27600


9/48

#ate Amount


10/48

#ate Amount

14


11/48

SEINIORAE CHARES

Mtc of Allur-Ulavapalla road from Km.6/6 to 8/9 For The Year 20

Sl.o @escription of 5tem oefficient

* %1 0atch work usin +)mm *.)) *.77

( %1 0atch work usin 2MM *.,) *.77

7 %1 0atch work usin *(-*+mm *.)) *.77

+ %ricks for Masonry work *.,) ,*(

, sand for %rick Masonry *.,) ).(

6 Sand for plasterin .() ).)(*

5tem Duantity inum


12/48

1-16 !" #$#% &ellore '!(tr!ct.

1otal Amount

*.77 ,) 66.,)

(.)) ,) !!.:,

*.77 ,) 66.,)

:6.)) 7, (6.

).+( +) *6.)

).*: +) 6.!

(7.7(

(7.))

1otal Cuantityin um Seiniorae #ate percum


13/48

REA% UP ETAI5S

*. K5@ BF MA1#5A>9- H MACHINE CRUSHE CHIPS 8 M+tl.

Cuarry at KM. +/6 of %utchi @aadarthi road with ).) KM

.1. ).))

*) = .1. ).))

%utchi-@aadarthi road KM. +/6 to (:/6 (7.)))

G0 road ,.))A-U road Km.+/) to 6/6 (.6))

A-U road Km.6/6 to /! *.*,)

"Averae lead ".!-6.6&/( H*.*,& 77.+7)

(. K5@ BF MA1#5A>9- r!+l.

Cuarry at km 7/) of KK road with ).() KM ct.

1 ).())

*) = 1 ).)()

Kothapalli Kouraunta road from KM. 7/) to ,/ (.))A-U road from Km.+/) to 6/6 (.6))

A-U road Km.6/6 to /! *.*,)

"Averae lead ".!-6.6&/( H*.*,& 6.::)

7. K5@ BF MA1#5A>9- Cou/tr9 1rcs.

Kilns at Km. **/( of #5 road with ).() KM 1

1 ).())

*) = 1 ).)()

#5 road km. **/( to */) 6.))

0# road ).(6)

A-U road from Km.)/) to 6/6 6.6))

A-U road Km.6/6 to /! *.*,)

"Averae lead ".!-6.6&/( H*.*,& *,.)7)

+. K5@ BF MA1#5A>9- S/# for Mortr

Cuarry at km */+ of .%.%. road with ).() KM t.

1 ).())

*) = 1 ).)()K1 road km. )/) to +/ +.))

ew 3 , road km. *7/6 to *:/) 7.+))

#a?upalem-5skapalli road KM. )/) to */) *.)))

0# road ).(6)


A-U road Km.6/6 to /! *.*,)

"Averae lead ".!-6.6&/( H*.*,& 7+.+7)

,. K5@ BF MA1#5A>9- S/# for )ll/;

Cuarry at km !/6 of the #-5 road with ).() KM t.

1 ).())

*) = 1 ) )()


14/48

REA% UP ETAI5S

A-U road Km.6/6 to /! *.*,)

"Averae lead ".!-6.6&/( H*.*,& *6.67)

6. K5@ BF MA1#5A>9- )/*)) 4#A@ 0AK@ %51UMM#> hennai

hennai local ,.)))

ew 3 , road km. )/) to *:/) *:.))

#a?upalem-5skapalli road KM. )/) to */) *.)))

0# road ).(6)


A-U road Km.6/6 to /! *.*,)

"Averae lead ".!-6.6&/( H*.*,& 2,'.0,


15/48

.

B# 33.00%MS.

B# 7.00 %MS.

B# ,.00%MS.

B# 34.00%MS.


16/48

B# ,7.00%MS.

B# 2,'.00 %MS.


17/48

NAME O)


18/48

@escription of Metal Source of Supply onveyanceSl.

o

>ead in

Kms

5nitial cost

less stackin

%lastin

chares

Machinecrushinchares

Se

c

** - do - 77.)) 7::.:( 7+).)) ).)) ).))

*( Stone @ust - do - 77.)) 7::.:( ,.)) ).)) ).))

*7 4ravel :.)) !,. *)7.)) ).)) ).))

*+ Sand for Mortar 7+.)) 76.!7 +6(.)) ).)) ).))

*, Sand for fillin *:.)) ()6.+) 7+(.)) ).)) ).))

*6 55 nd class %ricks *,.)) (,(.*! +:)).)) ).)) ).))

*: ement ).)) ).)) ,!)).)) ).)) ).))

* Shell lime ).)) ).)) !,).)) ).)) ).))

*! 5B> hennai (*.)) 7*.,) 7!!!,.!: ).)) ).))

3%4 Stone chips (.76mmand below

Cuarry at km 7/)of KK road

Cuarry at Km */+of %% road

Cuarry at Km !/6of #-5 road

Cuarry at Km **/(

of #-5 road

%itumen )/*)) as on*6.),.*,


19/48


o

>ead in

Kms

5nitial cost

less stackin

%lastin

chares


Se

c


20/48


o

>ead in

Kms

5nitial cost

less stackin

%lastin

chares


Se

c


21/48

stct.

SSR 20,4-,.

-.:) ,.)(

-.:) !,.)(

-.:) *)(:.)(

-.:) **:+.)(

-.:) *6*!.)(

-.:) *66!.)(

-.:) *+*+.)(

-.:) *(,!.)(

-.:) *)6!.)(

-.:) (+.)(

@educt stackinchares for

conveyance

1oal ost per

um


22/48

@educt stackinchares forconveyance

1oal ost per

um

-.:) :)!.)(

-.:) +,+.)(

-,.,) *!7.7

-,.,) +7.+7

-,.,) ,+(.!)

-*).)) +!+(.*!

).)) ,!)).))

).)) !,).))

-!)).)) 7!+::.+:


23/48


1oal ost per

um


24/48


1oal ost per

um


25/48

Mtc of Allur-Ul!"ll ro# fro$ %$.6&6 to '&( )or T*+ Y+r 20,-,6 / SPSR N+llo

ATAS

=u/tt9 U/t +scr"to/ Rt+

, 2 3 4

*

Unit H cum 0ae **)'*** of Mo#1$3 S@%

1akin output H ((, cum

"A& >abour

).+ nos. Mate 7+,.))

(.)) nos. MaIdoor skilled 7,:.))

*).)) nos. MaIdoor (!,.))

1otal

"%& Machinery

6.6) hr 2et mi plant of 6) tonne hr. capacity *6+6.))

6.)) hr lectric eneratin set *(, K;A *7().))

6.)) hr front end loader * cum capacity *6+6.))

6.)) hr Mechanical 0aver finisher *)) 103 ).))

7.!) hr smooth wheeled roller 1on **+6.:)

7.)) hr 2ater tanker 6(+.))

1otal

"& Material

!.*) cum +, to ((.+)mm 5# 3%4 metal < 7)= *+:.7,

"Av. Bf +)-+,' (,-(:' *!-((mm &

**.) cum ((.+ to (.76mm 5# 3%4 metal < +)= *(+:.)(

"Av. Bf *!-((' *(-*+' !.,-**.(' ,-:mm and (.76mm to ,mm&

!.*) cum (.76mm to :, micron < 7)= "(.76mm $ below& :)!.)(

1otal

"@& Bver head chares < ,=

).)) = Add for Bver head chares < ,= on "A&J"%&J" &"& 1otal of "A& J "%&J" &J"@&

"F& Add ontractors 0rofit at *)= on "&

ost per ((, cum "& J "F&

#ate per * cum

#ate to be adopted per * cum

2

S.N

o

0rovidin' >ayin' Spreadin and compactin raded 3%4 crushed stone areateto 2et Mi macadem specification includin cost'seinorae of all materials and

includin premiin the material with water at BM in Mechanical mi plantcarriae of mied material by tipper to site ' layin in uniform layers with paver inbase courses on well prepared surface and compactin with ;ibratory roller toacheive the desired density etc.' as directed by the nineer-in-hare and as per

Mo#1$3 specification.+)6 "+threvision& for finished item of work.

0rovidin %1 patch work for pot holes usin +)mm 3%4 5# metal with reDuired

Duantity of !.,-**.(mm 3%4 5# machine crushed key chips and )/*)) rade

bitumen < +(.))ks per cum removal of loose materials in the pot holes ' trimmin

the edes to provide firm vertical faces cleanin applyin tack coat fillin pot holes

duly tampin to fill all voids etc complete and as directed by the nineer -in

hare .


26/48


, 2 3 4

S.No

).*7 cum *)-*( mm 3%4 key chips *(,!.)(

+(.)) Ks )/*)) raded bitumen packed 7!+::.+:

1otal

).)) = add etra for wastae of materials on cost of chips *77:.6!

(.6 nos >abour chares (!,.))

).(: hrs smooth wheeled roller 1on **+6.:)

*.)) cum for 1ools and 0lants

#ate per * cum


3

*.)) cum *( to *+ mm 5# 3%4 M/ hips *+*+.)(

).*, cum ost of sand ,+(.!)

:(.)) Ks )/*)) 4rade 0acked %itumen 7!+::.+:

1otal

)= Add etra for wastae of materials on cost of chips *+!,.+6

(.6 os >abour chares (!,.))

).(: hrs smooth wheeled roller 1on **+6.:)

Men $ Materials.

*.)) cum For tools and 0lants.

1otal


4

*.)) SD.m #ate as per SS# 7.:)

#ate to be adopted per * SD.m

ost of ement Mortar " *96&

*.)) cum ost of Sand +7.+7

* / 6 cum ost of ement +!6.))

*.)) cum Miin hares (.))

1otal

6

0rovidin %.1. 0atch work usin *( mm to *+ mm siIe 3%4 machine crushed chips and

)/*)) rade bitumen at :( ks per *.) cum' removal of loose materials in the pot holes'

trimmin the edes to provide for vertical faces' cleanin' applyin tack coat' fillin pot holes

duly tampin' to fill all voids etc complete and as directed by the nineer-5n-hare .

learin the 8uliflora "0rosafis& ?unle includin uprootin and removin of stumps clearin

away from site' burnin etc.' complete as directed by the nineer-in-hare durin

eecution of work./*m(

%rick masonry in .M. "*96& mi usin 55 nd class %ricks includin cost' Seiniorae chares

and conveyance of cement sand' %ricks and all other materials confirmin to A0SS

specifications to site and all labour chares for miin mortar construction of masonry water

curin with all leads and lifts for conveyance of water cost of scaffoldin chares etc


27/48


, 2 3 4

S.No

).() cum ost of M *96 ((:.+7

).+( os Mason 5st class 7,:.))

).! os Mason 55 nd class 7+,.))

).:) os Man MaIdoor (!,.))

(.*) os 2oman MaIdoor (!,.))

1otal#ate to be adopted per * cum

7 ost of ement Mortar " *9,&

*.)) cum ost of Sand +7.+7

* / , cum ost of ement +!6.))

*.)) cum Miin hares (.))

1otal

'

).(* cum ost of M *9, (,:).67

).66 os Mason 5st class 7,:.))

*.,+ os Mason 55nd class 7+,.))

).,) os Man MaIdoor (!,.))

7.() os 2oman MaIdoor (!,.))

1otal

#ate to be adopted per *) SDm

(

).): cum ost of shell lime !,).))

).+ os Mason 5st class 7,:.))

*.*( os Mason 5ind class 7+,.))

).,) os Man MaIdoor (!,.))

(.:) os 2oman MaIdoor (!,.))

1otal per *)) SDm

#ate per *) SDm

,0

Unit 9 SDm 0ae ((*'((( of MB#1$3 S@%

1akin out put H *) SDm

"A&>abour

).77 nos. 0ainter 5 class ++).))

).:: nos. 0ainter 55 class 7+,.))1otal

"%&Material

0lasterin in M "*9,& () mm thick includin cost and conveyance of all materials '

seiniorae chares ' labour chares ' curin etc complete for finished item of

work as directed by the nineer -in-hare

2hite washin two coats with best shell lime includin cost and conveyance of lime'

um' cun?ee water and all labour chares for applyin etc complete.

0aintin to tree bands with ready mied first Duality synthetic enamel paint of

approved brand and shade over * coat of wood primer of approved brand includin

cost and conveyance of all materials to work site and all operational' incidental'

labour chares etc.' complete for finished iem of work as per SS *(*(


28/48


, 2 3 4

S.No

"@& 1otal of "A&J"%&J" &

"& Add contractors 0rofit at *)= on "@&

cost per *) SDm "@&J"&

#ate per SDm

#ate to be adopted per * SDm


29/48

+ strct.

P+r A$ou/t

6 7

day *6,.6)

day :*+.))

day (!,).))

7(!.6)

hr *)67.6)

hr :!().))

hr !:6.))

hr ).))

hr ++:(.*7

hr *:(.))

7,))7.:7

cum *7(,(7.*

cum *+*+,.!

cum 67*:7.6

7+7+(.+

).))7(6:6.*:

).))

7(6:6.*:

*:)).:

Rs. ,700.'0


30/48

P+r A$ou/t

6 7

cum *67.6:

M1 *6,.),

(!!,.:+

).))

each +7.:)

hour 7)!.6*

+).))

+*!.),

Rs. 4,'(.,0

cum *+*+.)(

cum *.++

M1 (+(.7

+77:.7

cum ).))

ach +7.:)

hrs

((:.)

+).))

,++!.77

Rs. 44(.30

SD.m 7.:)

Rs. 3.70

cum +7.+7

cum *+*6.))

cum (.))

Rs. 22'7.43


31/48

P+r A$ou/t

6 7

cum +,:.+!

ach *+!.!+

ach 77.*)

ach ()6.,)

ach 6*!.,)

+(,6.7+Rs. 426.30

cum +7.+7

cum *6!!.()

cum (.))

Rs. 270.63

cum ,7!.7

ach (7,.6(

ach ,7*.7)

ach *+:.,)

ach !++.))

(7!.(,

Rs. 23('.30

cum 66.,)

ach *:*.76

ach 76.+)

ach *+:.,)

ach :!6.,)*,6.(6

Rs. ,6.'3

day *+,.()

day (6,.6,+*).,


32/48

P+r A$ou/t

6 7

**)).))).))

**)).))

**).))

Rs. ,,0.00


33/48


34/48

0.00

0.00


35/48


36/48


37/48

)*A' +,A%*#

Metal

loading 46.05 92.11unloading 13.95 13.95

stacking 0.00 0.00

0.25 27.63 26.67

0.5 27.63 26.67

1 27.63 26.67

2 38.68 37.37

3 51.67 51.67

4 62.72 62.72

5 73.77 73.77

6 84.82 84.82

7 95.88 95.88

8 106.93 106.93

9 117.98 117.98

10 129.04 129.04

11 140.09 140.09

12 151.14 151.14

13 162.19 162.19

14 173.25 173.2515 184.30 184.30

16 195.35 195.35

17 206.40 206.40

18 217.46 217.46

19 228.51 228.51

20 239.56 239.56

21 250.61 250.61

22 261.67 261.67

23 272.72 272.72

24 283.77 283.7725 294.82 294.82

26 305.88 305.88

27 316.93 316.93

28 327.98 327.98

29 339.04 339.04

30 350.09 350.09

31 359.30 359.30

Earth/Gravel/and


38/48

32 368.51 368.51

33 377.72 377.72

34 386.93 386.93

35 396.14 396.14

36 405.35 405.35

37 414.56 414.5638 423.77 423.77

39 432.98 432.98

40 442.19 442.19

41 451.40 451.40

42 460.61 460.61

43 469.82 469.82

44 479.04 479.04

45 488.25 488.25

46 497.46 497.46

47 506.67 506.67

48 515.88 515.88

49 525.09 525.09

50 534.30 534.30

51 543.51 543.51

52 552.72 552.72

53 561.93 561.93

54 571.14 571.14

55 580.35 580.35

56 589.56 589.5657 598.77 598.77

58 607.98 607.98

59 617.19 617.19

60 626.40 626.40

61 635.61 635.61

62 644.82 644.82

63 654.04 654.04

64 663.25 663.25

65 672.46 672.46

66 681.67 681.6767 690.88 690.88

68 700.09 700.09

69 709.30 709.30

70 718.51 718.51

71 727.72 727.72

72 736.93 736.93

73 746.14 746.14


39/48

74 755.35 755.35

75 764.56 764.56

76 773.77 773.77

77 782.98 782.98

78 792.19 792.19

79 801.40 801.40

80 810.61 810.61

81 819.82 819.82

82 829.04 829.04

83 838.25 838.25

84 847.46 847.46

85 856.67 856.67

86 865.88 865.88

87 875.09 875.09

88 884.30 884.30

89 893.51 893.51

90 902.72 902.72

91 911.93 911.93

92 921.14 921.14

93 930.35 930.35

94 939.56 939.56

95 948.77 948.77

96 957.98 957.98

97 967.19 967.19

98 976.40 976.40

99 985.61 985.61100 994.82 994.82

101 1004.04 1004.04

102 1013.25 1013.25

103 1022.46 1022.46

104 1031.67 1031.67

105 1040.88 1040.88

106 1050.09 1050.09

107 1059.30 1059.30

108 1068.51 1068.51

109 1077.72 1077.72110 1086.93 1086.93

111 1096.14 1096.14

112 1105.35 1105.35

113 1114.56 1114.56

114 1123.77 1123.77

115 1132.98 1132.98

116 1142.19 1142.19


40/48

117 1151.40 1151.40

118 1160.61 1160.61

119 1169.82 1169.82

120 1179.04 1179.04

121 1188.25 1188.25

122 1197.46 1197.46

123 1206.67 1206.67

124 1215.88 1215.88

125 1225.09 1225.09

126 1234.30 1234.30

127 1243.51 1243.51

128 1252.72 1252.72

129 1261.93 1261.93

130 1271.14 1271.14

131 1280.35 1280.35

132 1289.56 1289.56

133 1298.77 1298.77

134 1307.98 1307.98

135 1317.19 1317.19

136 1326.40 1326.40

137 1335.61 1335.61

138 1344.82 1344.82

139 1354.04 1354.04

140 1363.25 1363.25

141 1372.46 1372.46

142 1381.67 1381.67143 1390.88 1390.88

144 1400.09 1400.09

145 1409.30 1409.30

146 1418.51 1418.51

147 1427.72 1427.72

148 1436.93 1436.93

149 1446.14 1446.14

150 1455.35 1455.35


41/48

!ost o# Materials$ %a&our

Mater!al %ate(60 to 63 '' ()! * Mo)+, ,-G 'etal 419.00 17

50 to 55 '' ()! * Mo)+, ,-G 'etal 456.00 17

40 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 13

edd stone a&ove 450 '' to 600 '' 188.00

.00

150 '' soling stone ,-G 'etal 95.00

40 to 45 '' ()! * Mo)+, ,-G M/! 'etal 588.00 16

25 to 27 '' ()! * Mo)+, ,-G M/! 'etal 944.00 16

19 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 16

5 to 7 '' ()! * Mo)+, ,-G M/! 'etal 504.00 16

2.36 to 5 '' ()! * Mo)+, ,-G M/! 'etal 308.00 16

,-G tone chis 2.36 '' and &elo 340.00 18

Gravel 103.00 18

40 '' 5 '/c ,-G 'etal 620.00 15

25 '' 5 '/c ,-G 'etal 994.00 15

20 '' 5 '/c ,-G 'etal 1036.00 15

12 '' 5 '/c ,-G 'etal 822.00 15

10 '' 5 '/c ,-G 'etal 692.00 146 '' 5 '/c ,-G 'etal 532.00 14

and #or concrete 462.00 19

and #or illing 342.00 19

, teel 44000.00 ..

Mild teel 43000.00 .

!e'ent 5900.00 ..

Mild teel 6'' 45000.00

)age

:o

;uarr sallield icked 'etal


42/48

la(t!" chare(

-lasting charges 0.00 17

-lasting charges #or rough stone 0.00 17

#e!"!orae chare(

Metal 50.00

Gravel/earth 22.00 .oand 40.00 .o

)aour %ate(

Mate 345.00 10

Ma>door skilled 357.00

Ma>door unskilled 295.00 10

Mach!"er3 %ate(

o>er 80 , #or sreading ? 200 cu' er hour 2575.60 25

Motor grader 3.35 M -lade ?50 cu'/,r 3216.00 25

,dralic e@cavator 2848.50 25

ront end loader 1 cu' caacit 1646.00 25

+ier 5.5 cu' 922.00 25

Ai&rator roller 8+ 2678.30 25

s'ooth heeled roller 8 +on 1146.70 25

Bater tanker 6 C% 624.00 25

+ractor 415.00 25

+ractor ith )otavator 422.00 25

Tractor with ripper attachment @ 60 cum per hour 422.00 25


43/48

-lacks'ith 385.00 10

riller 440.00 9

-laster 440.00 8

+ier 10+onne caacit #or carriage o# stone

chis #ro' stock ile on road side to chi

sreader


44/48


45/48

5 12.6 84.1 73.77

6 12.6 96.7 84.82

7 12.6 109.3 95.88

8 12.6 121.9 106.93

9 12.6 134.5 117.98

10 12.6 147.1 129.04

11 12.6 159.7 140.09

12 12.6 172.3 151.14

13 12.6 184.9 162.19

14 12.6 197.5 173.25

15 12.6 210.1 184.3

16 12.6 222.7 195.35

17 12.6 235.3 206.4

18 12.6 247.9 217.46

19 12.6 260.5 228.51

20 12.6 273.1 239.56

21 12.6 285.7 250.61

22 12.6 298.3 261.6723 12.6 310.9 272.72

24 12.6 323.5 283.77

25 12.6 336.1 294.82

26 12.6 348.7 305.88

27 12.6 361.3 316.93

28 12.6 373.9 327.98

29 12.6 386.5 339.04

30 12.6 399.1 350.09

31 10.5 409.6 359.3

32 10.5 420.1 368.5133 10.5 430.6 377.72

34 10.5 441.1 386.93

35 10.5 451.6 396.14

36 10.5 462.1 405.35

37 10.5 472.6 414.56

38 10.5 483.1 423.77

39 10.5 493.6 432.98


46/48

40 10.5 504.1 442.19

41 10.5 514.6 451.4

42 10.5 525.1 460.61

43 10.5 535.6 469.82

44 10.5 546.1 479.04

45 10.5 556.6 488.2546 10.5 567.1 497.46

47 10.5 577.6 506.67

48 10.5 588.1 515.88

49 10.5 598.6 525.09

50 10.5 609.1 534.3

51 10.5 619.6 543.51

52 10.5 630.1 552.72

53 10.5 640.6 561.93

54 10.5 651.1 571.14

55 10.5 661.6 580.35

56 10.5 672.1 589.56

57 10.5 682.6 598.77

58 10.5 693.1 607.98

59 10.5 703.6 617.19

60 10.5 714.1 626.4

61 10.5 724.6 635.61

62 10.5 735.1 644.82

63 10.5 745.6 654.04

64 10.5 756.1 663.2565 10.5 766.6 672.46

66 10.5 777.1 681.67

67 10.5 787.6 690.88

68 10.5 798.1 700.09

69 10.5 808.6 709.3

70 10.5 819.1 718.51

71 10.5 829.6 727.72

72 10.5 840.1 736.93

73 10.5 850.6 746.14

74 10.5 861.1 755.3575 10.5 871.6 764.56

76 10.5 882.1 773.77

77 10.5 892.6 782.98

78 10.5 903.1 792.19

79 10.5 913.6 801.4

80 10.5 924.1 810.61

81 10.5 934.6 819.82


47/48

82 10.5 945.1 829.04

83 10.5 955.6 838.25

84 10.5 966.1 847.46

85 10.5 976.6 856.67

86 10.5 987.1 865.88

87 10.5 997.6 875.09

88 10.5 1008.1 884.3

89 10.5 1018.6 893.51

90 10.5 1029.1 902.72

91 10.5 1039.6 911.93

92 10.5 1050.1 921.14

93 10.5 1060.6 930.35

94 10.5 1071.1 939.56

95 10.5 1081.6 948.77

96 10.5 1092.1 957.98

97 10.5 1102.6 967.19

98 10.5 1113.1 976.4

99 10.5 1123.6 985.61

100 10.5 1134.1 994.82

101 10.5 1144.6 1004.04

102 10.5 1155.1 1013.25

103 10.5 1165.6 1022.46

104 10.5 1176.1 1031.67

105 10.5 1186.6 1040.88

106 10.5 1197.1 1050.09

107 10.5 1207.6 1059.3108 10.5 1218.1 1068.51

109 10.5 1228.6 1077.72

110 10.5 1239.1 1086.93

111 10.5 1249.6 1096.14

112 10.5 1260.1 1105.35

113 10.5 1270.6 1114.56

114 10.5 1281.1 1123.77

115 10.5 1291.6 1132.98

116 10.5 1302.1 1142.19

117 10.5 1312.6 1151.4118 10.5 1323.1 1160.61

119 10.5 1333.6 1169.82

120 10.5 1344.1 1179.04

121 10.5 1354.6 1188.25

122 10.5 1365.1 1197.46

123 10.5 1375.6 1206.67

124 10.5 1386.1 1215.88


48/48

125 10.5 1396.6 1225.09

126 10.5 1407.1 1234.3

127 10.5 1417.6 1243.51

128 10.5 1428.1 1252.72

129 10.5 1438.6 1261.93

130 10.5 1449.1 1271.14

131 10.5 1459.6 1280.35

132 10.5 1470.1 1289.56

133 10.5 1480.6 1298.77

134 10.5 1491.1 1307.98

135 10.5 1501.6 1317.19

136 10.5 1512.1 1326.4

137 10.5 1522.6 1335.61

138 10.5 1533.1 1344.82

139 10.5 1543.6 1354.04

140 10.5 1554.1 1363.25

141 10.5 1564.6 1372.46

142 10.5 1575.1 1381.67

143 10.5 1585.6 1390.88

144 10.5 1596.1 1400.09

145 10.5 1606.6 1409.3

146 10.5 1617.1 1418.51

147 10.5 1627.6 1427.72

148 10.5 1638.1 1436.93

149 10.5 1648.6 1446.14

150 10.5 1659.1 1455.35

mtc of a-u road

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