Commnity Hall Muthukrishanapuram

7/26/2019 Commnity Hall Muthukrishanapuram

1/209

ANDIPATTI PANCHAYAT UNION

Name of work:

Name of scheme and Year: MLA 2014-2015

Estimate Amount:Rs 1!"0!000#-

A$% No and &ate:

'$% No and &ate:

(onstruction of (ommunit) *a++ ,')e-./ atMuthukrishanuram


2/209

THENI DISTRICT


3/209

Highways Department

Schedule of Rates for the year 2014-2015

I Rates for a!our

S.No. Description Unit"#$ R%&$S

'ituminous wor( a!our Diesel (Local Rate) Litre 54.15

1 Bitumen sprayer Man Day 300.00 urnace !il Litre 50.00

" Bitumen ra#er Man Day 31".00 $erosene Litre 50.00

3 %eat master operator Day 31".00

4 Mini %ot Mi& plant !perato Day 31".00 'I)$*

5 'unnutin plant !perator Day "1.00 Bitumen pac#e* M+ ,,,

'unnutin un !perator Day "-5.00 mulsion M+ ,,,

/ Roa* Ma*oor 'ra*e Day "5-.00

- Roa* Ma*oor 'ra*e Day "31.00

2 Roa* Ma*oor 'ra*e Day "31.00

10 %ea* Ma*oor Day ".00

11 Ma*oor (S#ille*) 0.00

1" Ma*oor (Uns#ille*) 0.00

II Hire +harges for )achineries

1oer roller - 10 ton Day -"-.00

45.00

" 6ater sprin#ler Day 1152.00 6ater tan#er #l 1 trip per 7 "50.00

3 Mini %ot Mi& lant Day 1/4.00 Mi&all 810 t capacity 15".05

4Bitumen Boiler it7 9uel Day

10.00

5 Bitumen Sprayer 10 S:.m 15.00+7ree 7eel -0100 #N static r 1/-./-

Bitumen Boiler it7out 9uel Day "0".00 Bitumen Sprayer per *ay 10/.00

/ ;entral Mi&in lant Day -43".00

-


4/209

I, Rates of wor(s

1 Scru= unle S:m ".35

" Cunle clearance S:m ".55

3 art7 or# SS "0 ? ;um 42.00

4 art7 or# SS "0B ;um 4.00

5 art7 or# SDR not r =las ;um -.50

Me*ium roc# not re: =lasti ;um 1"0./5

/ %ar* roc# re: =lastin ;um 3".00

- ?**l one lea* o>er 10m ;um 5./5

2 ?**l one li9t o>er "m ;um 4.0

10 ReAllin e&ca>ate* eart7 ;um 1.15

11 ReAllin e&ca>ate* san* ;um 14."5

1" Sprea*in ra>el (la=our o ;um 5.1

13 Stac#in metal ;um 3.15

14 Stac#in ra>el ;um 3.05

15 Stac#in san* ;um 3.05

1 $ilometre stone eac7 30.00

1/ %ectametre stone eac7 1-5.00


5/209

, R%&$S " )%&$RI%S

Sl.*o. Description #nit

I

i 20mm sie one cum 3"".00

ii /5mm sie one cum 30.00

iii 3mm sie one cum 45.00

i> 53mm sie one cum 55.00

> 4.5mm sie one cum /5/.00

>i 45mm sie one cum /5/.00

>ii 3/.5mm sie one cum //3.00

>iii ".5mm sie one cum /31.00

i& "5mm sie one cum /31.00

& "".4mm sie one cum 101.00

&i 13."mm sie one cum 2-3.00

&ii 11."mm sie one cum -.00

&iii ./mm sie one cum 42.00

&i> mm sie one cum 42.00

&> 5.mm sie one cum 42.00

&>i 4./5mm sie =elo one cum 440.00

&>ii 'ra>el 143.00

&>iii 6ellra>el 11-.00

&i& San* 9or Allin 1/.40

1 Bitumen pac#e* -08100 Mt 55300.00

" mulsion Mt 42300.00

,I ther )aterials

1 ;ement Mt 4200.00

" San* one cum 1/.40

3 San* 9or Allin one cum 1/.40

4 Rou7 stone one cum 35.00 31.00 or Re>etment or#s

5 Bon* stone one cum 500.50

40mm SS metal one cum -1.00/ "0mm SS metal one cum 1135.00

- ;ountry =ric#s " 384E 1000 nos 4""0.00

+oim!atore+ircle

Hard 'ro(en Stone IR+ Standard / Hand 'ro(en )achine +rushed


6/209

,II

R%&$S "R +*,$%*+$ " )%&$RI% ' R%D I* %I*S "R &H$ $%R 2014-15.

Sl.No. Distance in $ilometre Bitumen

1 2 3 4 5 6

1 ;o eFcient 1.10 1.0 1.35 1.-0 "."5 0.00

" nci*ental c7ares

3 ?** 9or e>ery e&tra 1 #m or part t7ereo9

a 0 - 10 7ms. 5.2/ -.2 /.33 2.// 1"."" 0.00

= 10 - 20 7ms. 5.1" /.44 ."- -.3/ 10.4 0.00

c 20 - 40 7ms. 4.40 .40 5.40 /."0 2.00 0.00

* 40 - 60 7ms. 3.-0 .00 4.5 ."0 /./ 0.00

e %!o8e 60 7ms. 3.4/ 5.04 4."5 5./ /.02 0.00

4 Loa*in ;7ares 3-.40 ".30 3/./5 3/./5 3/./5 0.00

5 Unloa*in ;7ares 3-.40 ".30 3/./5 3/./5 3/./5 0.00

?n ?*7oc e&tra 9or inter st 1/.0 "5.0 "1.55 "-./5 3.00 0.00

/ L UL ;7ares 0.00 0.00 0.00 0.00 0.00 0.00

,III +on8eyance &a!le 9for HIS:

Sl.No. Distance in $ilometre Bitumen

1 2 3 4 5 6

1 ;o eFcient 1.10 1.0 1.35 1.-0 "."5 0.00

" nci*ental c7ares

3 ?** 9or e>ery e&tra 1 #m or part t7ereo9

a 0 - 10 7ms. 11.24 1/.3- 14. 12.54 "4.44 0.00

= 10 - 20 7ms. 10."4 14.-- 1".5 1./4 "0.2" 0.00

c 20 - 40 7ms. -.-0 1".-0 10.-0 14.40 1-.00 0.00

* 40 - 60 7ms. /.0 1".00 2.30 1".40 15.5" 0.00

e %!o8e 60 7ms. .24 10.0- -.50 11.34 14.1- 0.00

+on8eyance &a!le 9for%I*S:

Br. CellyG6oo*or#

(one m3)

Bro#enStoneSan*

'ra>el(one m3)

;ountryBric#s(1000NosG)

Manalore +iles(1000No

sG)

;7am=er=ric#sG

loorintiles.

(1000nos)

R%&$S "R +*,$%*+$ " )%&$RI% ' R%D I*HIS"R &H$ $%R 2014-15.

Br. CellyG6oo*or#

(one m3)

Bro#enStoneSan*

'ra>el(one m3)

;ountryBric#s(1000NosG)

Manalore +iles(1000No

sG)

;7am=er=ric#s


7/209


8/209

Name o9 or# Strent7enin t7e roa* 9rom

Startin n*inSc7eme H *%'%RD RID"

Iear H

$M 0.000 1.400

MetalBitumen 'ra>el San*

rom +o 3"".4 13."./

0.00 31."0 31."0 1.40 /0.40

or or or or

$M 0.00 0.00 %ills 0.00 0.00 0.00 0.00 0.00

lain 0.00 0.00 0.00 1.00 0.00

+otal 0.00 0.00 0.00 1.00 0.00

0.00 31."0 31."0 1.40 /0.40

or or or or

$M 0.00 0.00 %ills 0.00 0.00 0.00 0.00 0.00lain 0.00 0.00 0.00 1.00 0.00

+otal 0.00 0.00 0.00 1.00 0.00

0.00 31."0 31."0 1.40 /0.40

or or or or

$M 0.00 0.00 %ills 0.00 0.00 0.00 0.00 0.00

lain 0.00 0.00 0.00 1.00 0.00

+otal 0.00 0.00 0.00 1.00 0.00

0.00 31."0 31."0 1.40 /0.40

or or or or

$M 0.00 0.00 %ills 0.00 0.00 0.00 0.00 0.00

lain 0.00 0.00 0.00 1.00 0.00+otal 0.00 0.00 0.00 1.00 0.00

0."0 31.00 31.00 1."0 /0."0

or or or or

$M 1.00 1.40 %ills 0.00 0.00 0.00 0.00 0.00

lain 31.00 31.00 1.00 1.00 0.00

+otal 31.00 31.00 1.00 1.00 0.00

0.50 30.30 30.30 0.50 2.50

or or or or

$M 0.00 1.00 %ills 0.00 0.00 0.00 0.00 0.00

lain 30.00 30.00 1.00 1.00 0.00

+otal 30.00 30.00 1.00 1.00 0.00

HIS 0.00 0.00 0.00 0.00 0.00

%I*S 2;.60 2;.60 0.00 1.00 ;.00

3"".4 13."./ Bitumen 'ra>el San*

Metal Metal

6or#inmilae


9/209


10/209

Name o9 or# Strent7enin t7e roa* 9rom

0

Name o9 Juarry

3 "".4 Metal H 7m 222 of $rode +hennimalai road

13." ./ Metal H 7m 222 of $rode +hennimalai road

Bitumen H %t .#.Store


11/209

RA& ME'AL RA'E

Name of work: Strengthening the road from

0

.

1 0.050 90 mm IRC Metal 322.00 16.10 0.025 63 mm IRC Metal 65.00

2 0.50 63 mm IRC Metal 65.00 209.25 0.200 53 mm IRC Metal 565.00

3 0.25 53 mm IRC Metal 565.00 20.13 0.!25 5 mm IRC Metal !5!.00

0.050 5 mm IRC Metal !5!.00 3!."5 0.025 22.0 mm IRC Metal 1061.00

5 0.025 22.0 mm IRC Metal 1061.00 26.53 0.025 11.20 mm IRC Metal 66".00

#otal 52"$ #otal

3M 0$00 $ 1$00

R%&C'

Name of ()arr* +ind of metal ,i-tane in +M

/lain- 'ill-

+m 222 of %rode Chennimalai roadM r II metal 30 0 529."6 225.30 0.00 3.15

$$do$$ M r III metal 30 0 !16.69 225.30 0.00 3.15

1$

00

$$do$$ 5mm IRC metal 30 0 !5!.00 225.30 0.00 3.15

$$do$$ 13.2mm IRC metal 30 0 9"3.00 225.30 0.00 3.15

-

$$do$$ 11.2mm IRC metal 30 0 66".00 225.30 0.00 3.15

$$do$$ 6.!mm IRC metal 30 0 96.00 225.30 0.00 3.15

0$

00

&4erage ead ra4el 1 0 13.00 ".69 0.00 3.05

+ar)r Sand for filling !0 0 1!6.0 69.30 0.00 3.05

&t /..Store7Chennimalai /aked 8it)men 1 0 55300.00 0.00 0.00 0.00

$$do$$ %m)l-ion 1 0 9300.00 0.00 0.00 0.00

&SIC CS# MM # 5 MM M%#& , M 6rade .. / &SIC CS# 63 MM # 5 MM M%#& , M 6rade ... /

M3 M3

M3 M3

M3 M3

M3 M3

M3 M3

Nat)re ofro)te for

on4e*ane

o on nhona* ngon

lamhtt;:th)ai

Con4e*ane =/lain>

Con4e*ane='ill->

StakingCharge-


12/209

RA& ME'AL RA'E

Name of work: Strengthening the road from

0

3M 1$00 $ 1$40 Rate ;er )8i me

R

%&C'


/lain- 'ill-

+m 222 of %rode Chennimalai roadM r II metal 31 0 529."6 231.!0 0.00 3.15

$$do$$ M r III metal 31 0 !16.69 231.!0 0.00 3.15

1$

40

$$do$$ 5mm IRC metal 31 0 !5!.00 231.!0 0.00 3.15

$$do$$ 13.2mm IRC metal 31 0 9"3.00 231.!0 0.00 3.15

-

$$do$$ 11.2mm IRC metal 31 0 66".00 231.!0 0.00 3.15

$$do$$ 6.!mm IRC metal 31 0 96.00 231.!0 0.00 3.15

1$

00

&4erage ead ra4el 1 0 13.00 ".69 0.00 3.05

+ar)r Sand for filling !0 0 1!6.0 69.30 0.00 3.05


$$do$$ %m)l-ion 1 0 9300.00 0.00 0.00 0.00

Nat)re ofro)te for

on4e*ane

metalled or

Co-t at@)arr*

Con4e*ane =/lain>

Con4e*ane

='ill->

StakingCharge-

2%

=a


13/209


14/209

RA& ME'AL RA'E

Name of work: Stren thenin the road from0

3M 0$00 $ 0$00 Rate ;er )8i metre

R%&C'


/lain- 'ill-

+m 222 of %rode Chennimalai roadM r II metal 0 0 0.00 0.00 0.00 0.00

$$do$$ M r III metal 0 0 0.00 0.00 0.00 0.00

0$

00

$$do$$ 5mm IRC metal 0 0 0.00 0.00 0.00 0.00

$$do$$ 13.2mm IRC metal 0 0 0.00 0.00 0.00 0.00

-

$$do$$ 11.2mm IRC metal 0 0 0.00 0.00 0.00 0.00

$$do$$ 6.!mm IRC metal 0 0 0.00 0.00 0.00 0.00

0$

00

&4erage ead ra4el 1 0 0.00 0.00 0.00 0.00

+ar)r Sand for filling 0 0 0.00 0.00 0.00 0.00


$$do$$ %m)l-ion 0 0 0.00 0.00 0.00 0.00

Nat)re ofro)te for

on4e*anemetalled or

Co-t at@)arr*

Con4e*ane =/lain>

Con4e*ane='ill->

StakingCharge-

=


15/209

RA& ME'AL RA'E


3M 0$00 $ 0$00 Rate ;er )8i metre

R%&C'


/lain- 'ill-


$$do$$ M r III metal 0 0 0.00 0.00 0.00 0.00

0$

00

$$do$$ 5mm IRC metal 0 0 0.00 0.00 0.00 0.00

$$do$$ 13.2mm IRC metal 0 0 0.00 0.00 0.00 0.00

-

$$do$$ 11.2mm IRC metal 0 0 0.00 0.00 0.00 0.00

$$do$$ 6.!mm IRC metal 0 0 0.00 0.00 0.00 0.00

0$

00

&4erage ead ra4el 1 0 0.00 0.00 0.00 0.00



$$do$$ %m)l-ion 0 0 0.00 0.00 0.00 0.00

Nat)re ofro)te for

on4e*anemetalled or

Co-t at@)arr*

Con4e*ane =/lain>

Con4e*ane='ill->

StakingCharge-

=


16/209

RA& ME'AL RA'E


3M 0$00 $ 0$00 Rate ;er )8i metre

R%&C'


/lain- 'ill-


$$do$$ M r III metal 0 0 0.00 0.00 0.00 0.00

0$

00

$$do$$ 5mm IRC metal 0 0 0.00 0.00 0.00 0.00

$$do$$ 13.2mm IRC metal 0 0 0.00 0.00 0.00 0.00

-

$$do$$ 11.2mm IRC metal 0 0 0.00 0.00 0.00 0.00

$$do$$ 6.!mm IRC metal 0 0 0.00 0.00 0.00 0.00

0$

00

&4erage ead ra4el 1 0 0.00 0.00 0.00 0.00



$$do$$ %m)l-ion 0 0 0.00 0.00 0.00 0.00

Nat)re ofro)te for

on4e*anemetalled or

Co-t at@)arr*

Con4e*ane =/lain>

Con4e*ane='ill->

StakingCharge-

=


17/209

RA& ME'AL RA'E


3M 0$00 $ 0$00 Rate ;er )8i metre

R%&C'


/lain- 'ill-


$$do$$ M r III metal 0 0 0.00 0.00 0.00 0.00

0$

00

$$do$$ 5mm IRC metal 0 0 0.00 0.00 0.00 0.00

$$do$$ 13.2mm IRC metal 0 0 0.00 0.00 0.00 0.00

-

$$do$$ 11.2mm IRC metal 0 0 0.00 0.00 0.00 0.00

$$do$$ 6.!mm IRC metal 0 0 0.00 0.00 0.00 0.00

0

$00

&4erage ead ra4el 1 0 0.00 0.00 0.00 0.00



Nat)re ofro)te for

on4e*anemetalled or

Co-t at@)arr*

Con4e*ane =/lain>

Con4e*ane

='ill->

StakingCharge-

=


18/209

$$do$$ %m)l-ion 0 0 0.00 0.00 0.00 0.00 0.


19/209

ic(ing 5 cm to 10 cm old metalled surface and sectioning - 1 s=.m

Ma*oor class K184 & 1.0- Nos "5-.00 2.

Rate 8 S:.m .;

9i: Hire charges for )achineries

6ater sprin#ler inclu*in 9uel c7ares 1152.00

uel c7ares 8 *ay 3."5 litres R54.15 8 litre - lit 140/.20

"5.20

Daily out turn 1000 cum

%ire c7ares 9or per cum 2.5

9ii: ower roller 6-10 ton capacity

%ire c7ares 9or per *ay -"-.00

uel c7ares 8 *ay "0 litres R54.15 per litre 10-3.001211.00

Daily out turn 4"5 cum

%ire c7ares 9or per cum 4.50

Ma*oor class " Nos. "5-.00 51.00

La=our c7ares per ;um 5.1

+otal 7ire c7ares an* La=our c7ares per ;um 9i:>9ii:>9iii: 12.23

aying well gra8el

La=our ;7ares 9or t7e area o9 100 cum.


Rate per ;u.m 5.1aying #.S. ?ra8el

La=our ;7ares 9or t7e area o9 100 cum.


Rate per ;u.m 5.1

%ire c7ares 9or Mac7inery

6ater srin#ler

%ire c7ares e&clu*in 9uel c7ares8*ay 1152.00

uel c7ares 8 *ay 3.50 litres 54.15 - 151."0

+otal 7ire c7ares 8 *ay "/5."0

Daily out turn 450 S:.m o9 /5mm t7ic#

%ire c7ares per 10S:.m "/5."0 8450&10 52.45

oer roller

%ire c7ares e&clu*in 9uel c7ares8*ay -"-.00

uel c7ares 8 *ay ".5 litres 54.15 8 litre - 10-3.00

Spreading ?ra8eland consolidation with power roller rolling e@cluding costof ?ra8el

9iii:a!our charges9or sprea*in 100cum o9 ra>el

ro8iding A') ?rade II B ?rade III 5mm thic( Hire charges and la!ourcharges for A') ?r.II B III


20/209

+otal 7ire c7ares 8 *ay 1211.00

Daily out turn 450 S:.m o9 /5mm t7ic#

%ire c7ares per 10S:.m 1211.00 8450&10 4".4/

52.45 4".4/ 101.;2

La=our c7ares (9or sprea*in 10s:.m /5mm t7ic#)

1.0-&381 Nos Ma*oor class "5-.00 5"."5

1.0-&184 Nos Ma*oor class "31.00 ".3/

1.0-&183 Nos Ma*oor class "31.00 -3.1

a) ormin e*e =un*s L.S. 1.4

=) Maintainin =erms 9or traFc =arrica*inG pro>i*in *aner li L.S. 1.4

c) 6aterin an* #eepin t7e sur9ace moist 9or 15*ays L.S. 1.4

*) Rent 9or tools inclu*in =as#etsG s7erpininG pic# a&es L.S. 1.4

e) Sun*ries suc7 as ropeG aterpots L.S. 1.5"

La=our c7ares per 10 S:.m 205.14

%ire c7ares 9or Mac7inery an* La=our c7ares

10 S=.m of 5mm t( 9i:>9ii: 101.2" "05.14 30.0

%pplying &ac( coat o8er A') surface at 47g 10 s=.m

La=our c7ares 9or 500 S:.m

or preparin t7e sur9ace

10 Nos Ma*oor class "5-.00 "5-0.00

1 Nos Ma*oor class "31.00 32.00

or preparin +ac# coat

4 Nos Ma*oor class "31.00 2"4.00

/"00.00

(i) La=our c7ares per 10 S:.m /"00.00 8500&10 144.00

(ii) %ire c7ares 9or Bitumen Sprayer per 10 s:m L.S. 15.00

Rate for a!our and )achinery per 1 S=.m 9i:>9ii:10C 15.;0

%pplying rime coat o8er #n primed A') surface at 7g 10 s=.m



10 Nos Ma*oor class "5-.00 "5-0.00

1 Nos Ma*oor class "31.00 32.00

or ?pplyin rime coat

/ Nos Ma*oor class "31.00 11/.00

/-23.00

(i) La=our c7ares per 10 S:.m /-23.00 8500&10 15/.-

(ii) %ire c7ares 9or Bitumen Sprayer L.S. 15.00

&otal hire charges 9or Mac7inery 8 10M"


21/209

Rate for a!our and )achinery per 1 S=.m 9i:>9ii:10C 1.2;

%pplying &ac( coat o8er rimed A') surface at 2.50 7g 10 s=.m

or ?pplyin +ac# coat 500 s:m

".5 Nos Ma*oor class "5-.00 45.00

(i) La=our c7ares per 10 S:.m 45.00 8500&10 1".20


Rate for a!our and )achinery per 1 S=.m 9i:>9ii:10C 2.;

%pplying &ac( coat o8er A')'& surface at 37g 10 s=.m



5 Nos Ma*oor class "5-.00 1"20.00

or preparin +ac# coat

5 Nos Ma*oor class "31.00 1155.00

"445.00

(i) La=our c7ares per 10 S:.m "445.00 8500&10 4-.20


Rate for a!our and )achinery per 1 S=.m 9i:>9ii:10C .3;


22/209

remi@ carpet with seal coat

Premix Carpet

(i) Mini %ot mi& plant

%ire c7ares e&clu*in 9uel c7ares8%our ,,, 8 - "02."5

uel c7ares 9or runnin plant 15 lit 8 %ou 1.00 54.15 -1"."5

or 7eatin t7e areate (oil) 45 lit 8 %ou 1.00 50.00 ""50.00

!utturn87our 1-0s:m 3"/1.50

%ire c7ares 9or 10 S:.m 3"/1.50 8 1-0&10 161.5

9ii: ower roller

%ire c7ares e&clu*in 9uel c7ares8*ay o9 -%our -"-.00

uel c7ares Diesel oil ".5 lit 8 %ou -.00 54.15 10-3.00

Daily out turn 9or ; K 500 S:.m 1211.00

%ire c7ares 9or 10 S:.m 1211.00 &108500 36.22

9iii: 'itumen 'oiler

"0".00 50.00 145"

%ire c7ares 8 7our ,,, 8 - 1-1.50

!ut turn per %our K 1"5$

%ire c7ares per # o9 =itumen 1-1.50 8 1"5# 1.45"

Bitumen 9or ; per 10 s:m 14.0 $ & 1.45" 21.20

(i) Mini %ot mi& plant 1-1./5 810 s:m

(ii) Roller 3-."" 810 s:m

(iii) Bitumen Boiler "1."0 810 s:m

"41.1/ 810 s:m 241.1

La=our c7ares per 10 s:m

0./5 No. Ma*oor class "5-.00 1;3.50

Hire and a!our charges Rate 10 S=.m "41.1/ 123.50 434.

Seal coat - &ype %

Mac7inery(i) oer roller %ire c7ares e&clu*in 9uel c7ares8*ay o9 -%our -"-.00

uel c7ares Diesel oil ".5 lit 8 %ou -.00 54.15 10-3.00

oer roller inclu*in 9uel c7ares per *ay 1211.00

Daily out turn 9or seal coat K 1000 S:.m

%ire c7ares 9or 10 S:.m 1211.00 &1081000 1;.11

(ii) Bitumen Boiler

"0".00 50.00 145"

%ire c7ares 8 7our ,,, 8 - 1-1.50

!ut turn per %our K 1"5$

%ire c7ares per # o9 =itumen 1-1.50 8 1"5# 1.45"

Bitumen 9or Seal coat +ype ? 2.-0 $ 8 10 S:.m 14.23

%ire c7ares 9or =itumen =oiler inclu*in 9uel ($erosen "5 lit &

+otal %ire 9uel c7ares 9or ; "0mm t7ic# 10 s:m 9i:>9ii:>9iii:

%ire c7ares 9or =itumen =oiler inclu*in 9uel ($erosen "5 lit &


23/209

(i) Roller 12.11 810 s:m

(ii) Bitumen Boiler 14."3 810 s:m

33.34 810 s:m 33.34

La=our c7ares

0."5 No Ma*oor class "5-.00 4.50

Seal coat &ype%

Hire and a!our charges Rate 10 S=.m 33.34 4.50 ;.64

a!our charges for A') patch wor( - 1 cum

ic#in t7e metal sur9ace "E to 3E *eep

n patc7es an* cuttin Ma 1.0-&18 "5-.00 4.44

Remo>al o9 pic#e* up stu an*

collection o9 metal ra>el an* Ma 1.0-&18- "5-.00 34.-3

con>eyin t7e same to site

Brus7in an* cleanin t7e sur9ace L.S "."0

Le>ellin t7e materials in t7e patc7es an* pot 7oles L.S 5.50

an* tampin a9ter =lin*in it7 ater

Special tools suc7 as ire =rus7 L.S "."0

Reulation o9 traFc L.S "."0

Sun*ries suc7 as =arrica*in arranementsG L.S 0.55

con>eyin ater etcG.

Rate per ;u.m ;3.;2

ic#in t7e roa* sur9ace "E to 3E *eep

n patc7es an* cuttin Ma* 1.0- & 18 "5-.00 4.44

Remo>al o9 pic#e* up s Ma* 1.0- & 18- "5-.00 34.-3

Brus7in an* cleanin t7e sur9ace L.S 4.55

Sprea*in t7e Bitumen 9or +ac# coat L.S 3.54

rmi&in c7ips it7 Bitumen in t7e Drum mi&er an* layin o9

L.S 1/.-

Le>ellin an* tampin t7e remi& in t7e patc7es an* pot 7oles rollin etc.G .0

Special tools suc7 as ire =rus7 L.S ".53

Reulation o9 traFc L.S ".53

Sun*ries suc7 as =arrica*in arranementsG L.S 0./1

116.6

11-.-/ 8 0."5 1;0.1;

+otal %ire 9uel c7ares 9or Sealcoat type E?E 10 s:m 9i:>9ii:

a!our charges for atch wor( with 'ituminous remi@ materials for 0.25cum of 'ituminous material.

0."5 m3o9 metal it7 5 $ o9 Bitumen

La=our c7ares 9or layin 0."5 m3o9 Bituminous Material

La=our c7ares 9or layin 1.00 m3o9 Bituminous material


24/209

Soling with 150mm cu!e stones - 10S=.m

9i:a!our charges

Ma*oor 9or preparin 18 No "31.00 3-.50

Ma*oor 9or aterin 1 No "31.00 "31.00

Ma*oor 9or pac#in 3 No "5-.00 //4.00

Ma*oor 9or =lin*in ra>el 18 No "31.00 3-.50

10-".00

Rate per 10S:.m 106.20

9ii:Hire +harges

+a#in out put K 00 S:.m

%ire c7ares 9or poer roller per *ay -"-.00

uel c7ares8*ay ".5 litres & - %ours 54.15 10-3.00

1211.00

+otal 7ire c7ares inclu*in 9uel ,,, 800&10 K 31.-5

+otal 7ire c7ares an* La=our c7ares 9i:>9ii: Rate per S:.m 140.05

"orming em!an(ment with earth wor( e@ca8ation from !orrow pits and

compaction !y power roller 100 E +ompaction

9i: Hire charges and la!our charges for earthwor( compaction


(i) 6ater sprin#ler


uel c7ares 8 *ay 3."5 litres 54.15 8 litre - 140/.20

+otal 7ire c7ares 8 *ay "5.20


%ire c7ares per cum ".5/

(ii) oer roller




Daily out turn 4"5 cum

%ire c7ares per cum 1211.00 84"5 4.50

Total hire charges for Machinery(i)(ii) ".5/ 4.50 7.07

(iii) La=our c7ares 9or 100 cum

Ma*oor class " Nos "5-.00 51.00

La=our c7ares per cum 5.16

/.0/ 5.1 12.23Hire and a!our charges per )3 9i:>9ii:>9iii:


25/209

"orming em!an(ment with earth wor( e@ca8ation from !orrow pits and

compaction !y power roller ;E +ompaction

Hire charges and la!our charges for earthwor( compaction


(i) 6ater srin#ler





%ire c7ares per cum ".5/

(ii) oer roller





%ire c7ares per cum 3.-"

+otal 7ire c7ares 9or Mac7inery (i)(ii) ".5/ 3.-" 6.39

(iii) La=our c7ares 9or 100 cum

Ma*oor class " Nos "5-.00 51.00

La=our c7ares per cum 5.1

.32 5.1 11.55

ro8iding and laying ?ranular su!-!ase compaction 100mm thic(

!y power roller - Hire charges and la!our charges for ?S' -10 S=.m

(i) %ire c7ares 9or Mac7inery

6ater srin#ler





%ire c7ares per 10S:.m "5.20 81000 2.57

oer roller




Daily out turn 250 S:.m o9 100mm t7ic#

%ire c7ares per 10 S:.m 1211.00 8250&10 20.12

Hire and a!our charges )3 9i:>9ii:>9iii:


26/209

Total hire charges for Machinery/10 sqm ".5/ "0.1" 22.;

(ii) La=our c7ares (9or mi&in 250 S:.m)

Ma*oor class Nos "5-.00 154-.00

Ma*oor class "4 Nos "31.00 5544.00

/02".00

La=our c7ares per 10 S:.m /02".00 8250&10 4.5

or sprea*in 100cum

Ma*oor class 4 Nos "5-.00 103".00

La=our c7ares 9or sprea*in er 1 ;um or 10 S:.m 10.32

Total Labour charges for 10 Sq.m /4.5 10.3" 64.;

%ire c7ares 9or Mac7inery an* La=our c7ares

10 S=.m of 100mm t( 9i:>9ii: "".2 -4.2/ 10.

Hire and a!our +harges Rate #nit

1 ic#in 5 cm to 10 cm ol* metalle* sur9ace an* sectionin 1 s:.m .2/ 8 S:.m

" Solin it7 150mm cu=e stones 10S:.m 140.05 8 S:.m

3 1"."3 8cum

4 Layin ell ra>el 5.1 8 cum

5 Layin U.S. 'ra>el 5.1 8 cum

La=our c7ares 9or 6BM patc7 or# 23.2" 8 cum

/a. ormin em=an#ment it7 eart7 or# 1"."3 8cum

/=. ormin em=an#ment it7 eart7 or# 11.55 8cum

- 10/. 8 10 S:.m

2 ro>i*in 6BM 'ra*e 'ra*e /5mm t7ic# 30/.0

10 ?pplyin +ac# coat o>er 6BM sur9ace at 4$ 8 10 s:.m 15.20 8 S:.m.

11 ?pplyin +ac# coat o>er B+ sur9ace at 3$ 8 10 s:.m .32 8 S:.m.1" remi& carpet it7 seal coat type ? 53".51 8 10 S:.m

1"= remi& carpet it7 seal coat type B ,,, 8 10 S:.m

13 remi& ;arpet 434./ 8 10 S:.m

14 Seal coat +ype ? 2/.-4 8 10 S:.m

15 ?pplyin rime coat o>er Un prime* 6BM sur9ace at /$ 8 10 s:.m 1/."2 8 10 S:.m

1 ?pplyin +ac# coat o>er rime* 6BM sur9ace at ".50 $ 8 10 s:.m "./2 8 10 S:.m

14= Seal coat +ype B ,RO 8 10 S:.m

15 La=our c7ares 9or Bituminous remi& atc7 or# 120.12 8 cum

Sprea*in 'ra>el an* consoli*ation it7 poer roller rolline&clu*in cost o9 'ra>el

100 P ;ompaction

2/ P ;ompaction

ro>i*in an* layin 'ranular su==ase compaction =y poerroller 100 mm t7ic#

8 10 S:.m


27/209

Name o9 or Strent7enin t7e roa* 9rom

0

D%&% SH$$&

1

Rs 2.35 8S:.m

?** "0P &tra 9or La=our in 7illy areas 0.00

2.35 8S:.m

"

Rs 4;.00 8;u.m


4;.00 8;u.m

"a

Rs 4.00 8;u.m


4.00 8;u.m

3

1.16 Co-t of ra4el Rs 15.! C)m 1!9.50

1.00 La=our ;7ares Rs 12.23 C)m 12.23

?** "0P &tra 9or La=our in 7illy areas 0.00 C)m 0.00

121./3

Rate per ;UMH 1"1$7

4

-for 7m 0.00 1.00 for 7m 1.00 1.40

D%&%

1.00 cum 345mm R; metal /5-.31 8cum /5-.31 /4./1 /4./1

0."4 cum ra>el 154./4 8cum 3/.14 154./4 3/.14

10.00 s:m %ire an* 9uel c7ares 101.2" 810s:m 101.2" 101.2" 101.2"

10.00 s:m La=our c7ares "05.14 810s:m "05.14 "05.14 "05.14

?** "0P &tra 9or La=our in 7illy areas 0.00 0.00110".51 110-.21

1102.51 80./5 FFF 80./5

+learing the Scru! Gungleinclu*in all la=our c7ares 9or =urryinn an* =urnin et

$arth wor(e&ca>ation an* *epositin on =an# it7in initial lea* an* li9t in7ar* ra>elly soil 9or ;uttin si*e*rain etcG complete. as per SS"0 ?

$arth wor(e&ca>ation an* *epositin on =an# it7in initial lea* an* li9t in7ar* ra>elly soil 9or ;uttin si*e*rain etcG complete. as per SS"0 B

+ollection and supply of gritty gra8el9rom app* :uarry inclu*in costan* con>eyance o9 all materials to site inclu*in all la=our c7ares 9orspreadingan* compaction it7 poer roller etc.completeG 9or

A') ?rade II'ottom layer using 3 - 45mm IR+ graded metal


28/209

Rate per ;UMH Rs 140.01 Rs 146.55

-for 7m 0.00 0.00 for 7m 0.00 0.00

D%&%

1.00 cum 345mm R; metal 0.00 8cum 0.00 0.00 0.00

0."4 cum ra>el 0.00 8cum 0.00 0.00 0.00

10.00 s:m %ire an* 9uel c7ares 0.00 810s:m 0.00 0.00 0.00

10.00 s:m La=our c7ares 0.00 810s:m 0.00 0.00 0.00

?** "0P &tra 9or La=our in 7illy areas 0.00 0.00

0.00 0.00

0.00 80./5 0.00 80./5


-for 7m 0.00 0.00 for 7m 0.00 0.00

D%&%

1.00 cum 345mm R; metal 0.00 8cum 0.00 0.00 0.00

0."4 cum ra>el 0.00 8cum 0.00 0.00 0.00


10.00 s:m La=our c7ares 0.00 810s:m 0.00 0.00 0.00

?** "0P &tra 9or La=our in 7illy areas 0.00 0.000.00 0.00

0.00 80./5 0.00 80./5


5

-for 7m 0.00 1.00 for 7m 1.00 1.40

D?+?

1.00 cum 53"".40mm R; metal 245.14 8cum 245.14 251.54 251.54

0."4 cum ra>el 154./4 8cum 3/.14 154./4 3/.14

10.00 s:m %ire an* 9uel c7ares 101.2" 810s:m 101.2" 101.2" 101.2"

10.00 s:m La=our c7ares "05.14 810s:m "05.14 "05.14 "05.14


1"-2.34 1"25./4

126;.34 80./5 FFF 80./5

Rate per ;UMH Rs 11;.12 Rs 12.5



A') ?rade III &op layer using 53-22.40mm IR+ graded metal


29/209

-for 7m 0.00 0.00 for 7m 0.00 0.00

D?+?

1.00 cum 53"".40mm R; metal 0.00 8cum 0.00 0.00 0.00

0."4 cum ra>el 0.00 8cum 0.00 0.00 0.00


10.00 s:m La=our c7ares 0.00 810s:m 0.00 0.00 0.00


0.00 0.00

0.00 80./5 0.00 80./5


-for 7m 0.00 0.00 for 7m 0.00 0.00D?+?

1.00 cum 53"".40mm R; metal 0.00 8cum 0.00 0.00 0

0."4 cum ra>el 0.00 8cum 0.00 0.00 0

10.00 s:m %ire an* 9uel c7ares 0.00 810s:m 0.00 0.00 0

10.00 s:m La=our c7ares 0.00 810s:m 0.00 0.00 0


0.00 0.00

0.00 80./5 0.00 80./5


1/

or $m 0.00 1.00 or $m 1.00 1.40

1.00 ;u.m 45 mm R; Metal 2-5.45 8cu.m 2-5.45 221.-5 221.-5

44.00 $ Bitumen ,,, 8mt "433."0 55300.00 "433."0

1.00 ;u.m La=our ;7ares 120.12 8cu.m 120.12 120.12 120.12


306.64 315.24

Rate per cu.m Rs 306.64 Rs 315.24

or $m 0.00 0.00 or $m 0.00 0.00

1.00 ;u.m 45 mm R; Metal 0.00 8cu.m 0.00 0.00 0.00

44.00 $ Bitumen 0.00 8mt 0.00 0.00 0.001.00 ;u.m La=our ;7ares 0.00 8cu.m 0.00 0.00 0.00




%d8ance patch wor(9or ma#in up t7e un*ulation in t7e e&istin B.+sur9ace to an a>erae t7ic#ness o9 o9 50mmusin 45mm R; sie %B'metal



30/209

0.00 0.00


or $m 0.00 0.00 or $m 0.00 0.00

1.00 ;u.m 45 mm R; Metal 0.00 8cu.m 0.00 0.00 0.00

44.00 $ Bitumen 0.00 8mt 0.00 0.00 0.00

1.00 ;u.m La=our ;7ares 0.00 8cu.m 0.00 0.00 0.00


0.00 0.00


1-

or $m 0.00 1.00 or $m 1.00 1.40

1.00 ;u.m 13." mm R; Metal 1"11.45 8cu.m 1"11.45 1"1/.-5 1"1/.-5

44.00 $ Bitumen ,,, 8mt "433."0 55300.00 "433."0

1.00 ;u.m La=our ;7ares 120.12 8cu.m 120.12 120.12 120.12


3634.64 3641.24


or $m 0.00 0.00 or $m 0.00 0.00

1.00 ;u.m 13." mm R; Metal 0.00 8cu.m 0.00 0.00 0.00

44.00 $ Bitumen 0.00 8mt 0.00 0.00 0.00

1.00 ;u.m La=our ;7ares 0.00 8cu.m 0.00 0.00 0.00


0.00 0.00


or $m 0.00 0.00 or $m 0.00 0.00

1.00 ;u.m 13." mm R; Metal 0.00 8cu.m 0.00 0.00 0.0044.00 $ Bitumen 0.00 8mt 0.00 0.00 0.00

1.00 ;u.m La=our ;7ares 0.00 8cu.m 0.00 0.00 0.00


%d8ance patch wor(9or ma#in up t7e un*ulation in t7e e&istin B.+

sur9ace to an a>erae t7ic#ness o9 o9 "5mmusin 13."0mm R; sie %B'metal

%d8ance patch wor(9or ma#in up t7e un*ulation in t7e e&istin B.+sur9ace to an a>erae t7ic#ness o9 o9 "5mmusin 13."0mm R; sie %B'metal

%d8ance patch wor(9or ma#in up t7e un*ulation in t7e e&istin B.+sur9ace to an a>erae t7ic#ness o9 o9 "5mmusin 13."0mm R; sie %B'metal


31/209


0.00 0.00


-for 7m 0.00 1.00 for 7m 1.00 1.40

0.004 Mt mulsion =itumen ,,, 8mt 12/."0 42300.00 12/."0

10.00 s:m La=our c7ares 144.00 810 s:m 144.00 144.00 144.00


L.S %ire c7ares 9or =itumen sprayer 15.00 15.00

35.20 35.20

Rate per s:m Rs 35.2 Rs 35.2

-for 7m 0.00 0.00 for 7m 0.00 0.00

0.004 Mt mulsion =itumen 0.00 8mt 0.00 0.00 0.00

10.00 s:m La=our c7ares 0.00 810 s:m 0.00 0.00 0.00



0.00 0.00


-for 7m 0.00 0.00 for 7m 0.00 0.00


10.00 s:m La=our c7ares 0.00 810 s:m 0.00 0.00 0.00

?** "0P &tra 9or La=our in 7illy areas 0.00 0.00L.S %ire c7ares 9or =itumen sprayer 0.00 0.00

0.00 0.00


/

-for 7m 0.00 1.00 for 7m 1.00 1.40

0.003 Mt mulsion =itumen ,,, 8mt 14/.20 42300.00 14/.20

10.00 s:m La=our c7ares 4-.20 810 s:m 4-.20 4-.20 4-.20

%pplying &%+7 +%& o8er A') surface at 47g 10 s=.m



%pplying &%+7 +%& o8er '& surface at 3 7g 10 s=.m


32/209



211.60 211.60


-for 7m 0.00 0.00 for 7m 0.00 0.00


10.00 s:m La=our c7ares 0.00 810 s:m 0.00 0.00 0.00



0.00 0.00


-for 7m 0.00 0.00 for 7m 0.00 0.00


10.00 s:m La=our c7ares 0.00 810 s:m 0.00 0.00 0.00



0.00 0.00


10

-for 7m 0.00 1.00 for 7m 1.00 1.40

0.1- ;um 13."mm R; metal 1"11.45 8cum "1-.0 1"1/.-5 "12."1

0.02 ;um 11." mm R; metal -2.45 8cum -0.- 20".-5 -1."

0.02 ;um ./ mm R; metal /"4.45 8cum 5." /30.-5 5./-

"4.40 $s Bitumen -08100 ,,, 8Mt 1342.3" 55300.00 1342.3"

10.00 S:m %ire 9uel c7ares 9or . "41.1/ 810s:m

53".51

"41.1/

53".51

10.00 S:m %ire 9uel c7ares 9or S 33.34 810s:m 33.34

10.00 S:m La=our c7ares 9or .; 123.50 810s:m 123.50

10.00 S:m La=our c7ares 9or S.; 4.50 810s:m 4.50


2245. 2246.06


-for 7m 0.00 0.00 for 7m 0.00 0.00

0.1- ;um 13."mm R; metal 0.00 8cum 0 0.00 0

0.02 ;um 11." mm R; metal 0.00 8cum 0 0.00 0

0.02 ;um ./ mm R; metal 0.00 8cum 0 0.00 0



R$)I +%R$& 6+% S?L ;!?+ +I ?

R$)I +%R$& 6+% S?L ;!?+ +I ?


33/209

"4.40 $s Bitumen -08100 0.00 8Mt 0.00 0.00 0

10.00 S:m %ire 9uel c7ares 9or . 0.00 810s:m

0.00

0.00

0.0010.00 S:m %ire 9uel c7ares 9or S 0.00 810s:m 0.00




0.00 0.00


-for 7m 0.00 0.00 for 7m 0.00 0.00

0.1- ;um 13."mm R; metal 0.00 8cum 0 0.00 0

0.02 ;um 11." mm R; metal 0.00 8cum 0 0.00 0

0.02 ;um ./ mm R; metal 0.00 8cum 0 0.00 0

"4.40 $s Bitumen -08100 0.00 8Mt 0.00 0.00 0


0.00

0.00





0.00 0.00


10

-for 7m 0.00 1.00 for 7m 1.00 1.40

0.1- ;um 13."mm R; metal 1"11.45 8cum "1-.0 1"1/.-5 "12."1

0.02 ;um 11." mm R; metal -2.45 8cum -0.- 20".-5 -1."

0.02 ;um ./ mm R; metal /"4.45 8cum 5." /30.-5 5./-

"".45 $s Bitumen -08100 ,,, 8Mt 1"41.42 55300.00 1"41.42

1.25 $s lastic aste ,,, 8Mt 5-.50 30000.00 5-.50

10.00 S:m %ire 9uel c7ares 9or . "41.1/ 810s:m

53".51

"41.1/

53".5110.00 S:m %ire 9uel c7ares 9or S 33.34 810s:m 33.34




21;.44 21;6.5

Rate per s:m Rs 21;.4 Rs 21;.66

-for 7m 0.00 0.00 for 7m 0.00 0.00

0.1- ;um 13."mm R; metal 0.00 8cum 0 0.00 0.00

0.02 ;um 11." mm R; metal 0.00 8cum 0 0.00 0.00

0.02 ;um ./ mm R; metal 0.00 8cum 0 0.00 0

R$)I +%R$& 6+% S?L ;!?+ +I ?

R$)I +%R$& 6+% S?L ;!?+ +I ? #sing %S&I+ A%S&$

R$)I +%R$& 6+% S?L ;!?+ +I ? #sing %S&I+ A%S&$


34/209

"1.2 $s Bitumen -08100 0.00 8Mt 0.00 0.00 0

".44 $s lastic aste ,,, 8Mt /3."0 30000.00 /3."0


0.00

0.00





3.20 3.20

Rate per s:m Rs .32 Rs .32

-for 7m 0.00 0.00 for 7m 0.00 0.00

0.1- ;um 13."mm R; metal 0.00 8cum 0 0.00 0

0.02 ;um 11." mm R; metal 0.00 8cum 0 0.00 0

0.02 ;um ./ mm R; metal 0.00 8cum 0 0.00 0

"1.2 $s Bitumen -08100 0.00 8Mt 0.00 0.00 0

".44 $s lastic aste ,,, 8Mt /3."0 30000.00 /3."0


0.00

0.00





3.20 3.20

Rate per s:m Rs .32 Rs .32

12

-for 7m 0.00 1.00 for 7m 1.00 1.40

1.00 ;u.m 45 mm R; Metal 2-5.45 8cu.m 2-5.45 221.-5 221.-5

0.33 ;u.m 'ra>el 154./4 8mt 51.0 154./4 51.0

1.00 ;u.m La=our ;7ares 23.2" 8cu.m 23.2" 23.2" 23.2"


1130.43 113.63


R$)I +%R$& 6+% S?L ;!?+ +I ? #sing %S&I+ A%S&$

ro>i*in an* layin A') atch wor( usin 1 cum o9 45mm R; %B'metal an* 0.33 cum o9 'ra>el 9or =lin*ae 9or inclu*in cost an*con>eyance o9 all materials 9rom appro>e* :uarry to or#site an* stac#into *epartmental aue 9or premeasurement as *irecte* =y t7e*epartmental oFcers inclu*in la=our 9or sprea*in metal an* ra>el 7an*pac#in to cam=er an* ra*e lines =lin*in it7 re:uire* :uantity o9 ra>el

ro>i*in an* layin A') atchwor(usin 1 cum o9 45mm R; %B'


35/209

or $m 0.00 0.00 or $m 0.00 0.00

1.00 ;u.m 45 mm R; Metal 0.00 8cu.m 0.00 0.00 0.00

0.33 ;u.m 'ra>el 0.00 8mt 0.00 0.00 0.00

1.00 ;u.m La=our ;7ares 23.2" 8cu.m 23.2" 23.2" 23.2"


;3.;2 ;3.;2

Rate per cu.m Rs ;3.;2 Rs ;3.;2

or $m 0.00 0.00 or $m 0.00 0.00

1.00 ;u.m 45 mm R; Metal 0.00 8cu.m 0.00 0.00 0.00

0.33 ;u.m 'ra>el 0.00 8mt 0.00 0.00 0.00

1.00 ;u.m La=our ;7ares 23.2" 8cu.m 23.2" 23.2" 23.2"


;3.;2 ;3.;2

Rate per cu.m Rs ;3.;2 Rs ;3.;2

metal an* 0.33 cum o9 'ra>el 9or =lin*ae 9or inclu*in cost an*con>eyance o9 all materials 9rom appro>e* :uarry to or#site an* stac#into *epartmental aue 9or premeasurement as *irecte* =y t7e*epartmental oFcers inclu*in la=our 9or sprea*in metal an* ra>el 7an*pac#in to cam=er an* ra*e lines =lin*in it7 re:uire* :uantity o9 ra>el

ro>i*in an* layin A') atchwor(usin 1 cum o9 45mm R; %B'

metal an* 0.33 cum o9 'ra>el 9or =lin*ae 9or inclu*in cost an*con>eyance o9 all materials 9rom appro>e* :uarry to or#site an* stac#into *epartmental aue 9or premeasurement as *irecte* =y t7e*epartmental oFcers inclu*in la=our 9or sprea*in metal an* ra>el 7an*pac#in to cam=er an* ra*e lines =lin*in it7 re:uire* :uantity o9 ra>el


36/209

$%D S&%&$)$*& 9 7ms:

San* Bric#elly Lime stone S7ell lime 'ra>el

lain 3.00 1.00 3.00 3 3 3 3 3 3 3

HIS 0 0 0 0 0 0 0 0 0 0

& & & 6D Rates Schedule of Rates for the year 2014-2015 & & & %i7ays s7. rates

& & & ;ollectors app* rates & & & Local Rates

I Rates of a!our II Rates of )aterial 9 contd..: III Rates of wor(s 9 +ontd..:

1 ;arpenter class 401.00 c ime and cement c uarrying and !lasting

" ;arpenter class 3-.00 1 3".00

3 itter class 35/ 35/.00 1 ;ement 4200.00 " 6e*in 7ar* roc# 53.00

4 itter clas 331 331.00 " S7ell lime 1"00.00 3 Me*ium roc# =lastin 1/.00

5 loor polis7er 31/.00 3 Lime stone --5.00 4 Drillin 7oles 50mm 14/.35

;ement 8Steel

Rou7stoneG

Metal

;ountryBric#s

M.+iles resse*+iles

6oo*

%ar* roc# =lastin Stac#


37/209

Mason class 9or B6 410.00 4 'rin*in mortor 11.45 5 Drillin 7oles 40 mm 105.20 1"3./0 4

/ Mason class 9or B 3-.00 5 Mi&in mortor =y M 4/.5 3.35

- Ma*oor class "5/.00 +oncrete ,i!rators ift ?harges

2 Ma*oor class "3".00 1 ;; "-.-0 1 ;oncrete 42.10 2/.20

10 ainter ;lass 331.00 " R;; 3-./5 " Br#8stone masny 3".50 5.30

11 ainter ;lass 30.00 d &im!er and RooJng materials Belo 'L

1" lum=er class 35/.00 1 310.00 1 ;oncrete 4-.45 2/.15

13 lum=er class 331.00 " 33"/5.00 " Br#8stone masny 3".50 5.30

14 Stone ;utter class 31.00 3 ;6 plan#s 3330.00 d $arth wor( "/.30 1

15 Stone ;utter class "21.00 4 31.20 1 !r*inary soil "0= 30.-0 1/-.10 1

1 6o**er ".00 5 "3.00 " 'ra>elly soil SS "0 ? 42.00 /.30 1

1/ Ma*oor cl. or roa "5-.00 almyra7 ra9ter 45.50 3 'ra>elly soil SS "0 = 4.00 25.10 1

1- Mason class(stone 410.00 / 30.50 4 SDR -.50 -2.00 1

12 Mason class(stone 3-.00 - "3."0 5 MR DMR 1"0./5 /.30 1

II Rates of )aterial 2 1/.-0 6 a**l. Lea* 10mts 5./5 2.00

a 'ric(s and &ile product 10 15."0 / 6 a**l. Li9t 1mts 4.0 12.25 1

1 4""0.00 Sil>er oa# Scan*lin 1435 - ReAllin ( San* ) 14."5

" Bric# Celly 40 mm 5"4.00 2 ReAllin ( art7 ) 1.15

3 *o "0mm 5-3.00 10 Sprea*in ra>el 8s:m 5.1

4 2"30.00 e )etal and Iron w rom 14.."013 11 Stac#in metal 3.15

5 130-0.00 1 Steel ro*s 45300.00 1" Stac#in ra>el 3.05

'r.loor

?**l.loor

1.5m4.5m

4.5m2.00m

;6 scantlin Q 4m

;6 scantlin (ra9t)

;6 reepers50&"5

;6 reepers50&1"

;asu. poles 1315

;asu. poles 1013

;asu. poles -10

;asu. poles 5-

;ountry =ric#s ( "38

resse* +iles.("0&"0) 8m3

*o ("3&"3) 8m3


38/209

-/20.00 " MS plate # 4-.00 13 Stac#in san* 3.05

/ 1100.00 3 MS ?nle # 4-.00 aying of R++ pipes

- /400.00 4 Bin*in ir Mt 4-000.00 1 00 to 200mm *ia 45.35

2 ;eilin tiles "0&"0& 5000.00 5 335.00 " 300 to 00mm *ia "-./5

10 33"5.00 ron or#s ( la=) "1.15 8# 3 up to 300 mm *ia 1/./5

f R++ Hume ipes*2 B coller n a!our wrought put up DoorA

N3 200mm *ia pipe 44-0 1 200 mm *i ".5m 3"20 ""0 1 rames8cum ,,,

" /50 mm *i ".5m "20 "10 " S7utters8s:m 35.00

! Stone and Road materials 3 00 mm *i ".5m "320 120 , )iscellaneous 9ocal Rates: 3300

4 450 mm *i ".5m ""20 1-0 1 Rural sanitay pan 153.00 "2"0

1 35.00 III Rates of wor(s 100 100 " n*ian ater closet 67ite ,,, 1452

" Rou7stone ( re>et ) 31.00 a +learing the site 3 6as7 =asin 550&400 mm ,,, "1"5

3 Bon* stones 500.50 1 Li7unle ".55 4 namel aint lit ron "4".55 "54.1

4 4"00.00 " Scru= unle ".35 5 6oo* primer paint 15./5

5 $m stone1.5 & 0.4 30.00 3 %ea>y unle 3.40 Re* o&i*e primer 9or ron 145.50 145

%m stone 0./5 &0." 1-5.00 ! Dismanling / ;ement paint 53.10 145

/ 130.00 - lastic emulsion 315.15 15./5

- ;ut stone rou7ly *r 3520.00 1 "-."0 2 Distem=er !BD # /-.50 20.0

ISS )etal " -.50 10 67ite 8 ;lr cement (#) "3.00 ".5

- 40mm metal -1.00 3 10.00 11 ?; S7eet s:m ain m 15/.0 1/5.50

2 "0mm metal 1135.00 4 Lime concrete 134.30 1" ;ru*e oil # 15.00 2."0

10 1"mm metal 1053.00 5 ;ement concrete 1-".10 13 'lass tiles 0.15&0.15 2.5 11.40

Man. +iles class ?? 8m3

Mosaic ('rey)"5&"5

Mosaic ('rey)"0&"0

' s7eet300&1.mm8 8m"

;ountry =ric#s ( "18

Rou7stone (masonry)

Stonesla= (3 9ace 1 ln)

'uar* stone0."3&0."

Bric#8stone in clay

Bric#8stone in lime

Bric#8stone in cemen


39/209

11 10mm metal //5.00 R;; "/.00 14 *o 0.30&0."0& 31.10 10."5 0

1" mm metal 5"5.00 / ;7ippin concrete 15."5 15 ;eramic tiles 0."0&0."0 "".35 1."5

13 'ra>el 143.00 - res.tiles 6; 1/.0 1 *o 0.305&0.30 Desin 50.-0 3.30

14 6ell ra>el 11-.00 2 ;lean remo>al;em 3.35 1/ *o 0.400&0.400 4.00 220

15 San* 9or mortor 1/.40 I, $lectriJcation 1- %ollo =loc# 1E&4E&-E 10.00 531 p

1 San* 9or Allin 1/.40 12 %ollo =loc# 1E&E&-E 14.00 3.30 e -0 $ 3.15 3.15 3.4/ 5.04 4."5 5./ /.02

4 Loa*in c7a -0.40 -0.40 3-.40 ".30 3/./5 3/./5 3/./5

5 Unloa*in c -0.40 -0.40 3-.40 ".30 3/./5 3/./5 3/./5

?n a*7oc e& 1.00 1.00 1/.0 "5.0 "1.55 "-./5 3.00

inter state or#s

;ement1 M.+

Steel1.00M+

LimestoneG

=ric# ellyGoo*or#

(1;um)

Rou7 stoneGMetalG san*Gra>elGsur#iGeart7 (1;um)

;ountry=ric#s

M.+iles(1000)Gpresse*

tiles("000)

Bric# classG

;7am=er=ric#s


41/209

+ransport an* Deli>ery o9 -08100 ra*e Bitumen an* mulsion 9rom !;G B;G %;L to ro*e Dt. "0 Bloc# %ea* Juarters

1 ;7ennai !; B; to "0 Bloc# %ea* Rs ".-0 8 $m 8 Mt " %;L to ro*e *t "0 =loc#s 1500 8 8 Mt

3 ;oim=atore !; to "0 Bloc# %ea* :rs. Rs 550 8 8 Mt 4 ;B 8 B; to "0 =loc#s 550 8 8 Mt

+*,$%*+$ &%'$

$M 010 $M 10"0 $M "040 $M 40-0 $M a=o>e -0

$M .; $M rate amt $M rate amt $M rate amt $M rate amt $M rate am

I 'uildings

1 ;ement 3 0.00 3 5.43 ,,, 0 4.5 0.00 0 4.00 0.00 0 3.45 0.00 0 3.15 0.0

" Rou7 stone 3 0.00 3 -.2 ,,, 0 /.44 0.00 0 .40 0.00 0 .00 0.00 0 5.04 0.0

3 Bon* stone 3 0.00 3 -.2 ,,, 0 /.44 0.00 0 .40 0.00 0 .00 0.00 0 5.04 0.0

4 40mm iss m 3 0.00 3 -.2 ,,, 0 /.44 0.00 0 .40 0.00 0 .00 0.00 0 5.04 0.0

5 "0mm iss m 3 0.00 3 -.2 ,,, 0 /.44 0.00 0 .40 0.00 0 .00 0.00 0 5.04 0.0

101"mm m 3 0.00 3 -.2 ,,, 0 /.44 0.00 0 .40 0.00 0 .00 0.00 0 5.04 0.0

/ 10mm m 3 0.00 3 -.2 ,,, 0 /.44 0.00 0 .40 0.00 0 .00 0.00 0 5.04 0.0

- san* 9or mo 1 0.00 10 -.2 ,,, /.44 44.4 0 .40 0.00 0 .00 0.00 0 5.04 0.0

2 san* 9or Alli 1 0.00 10 -.2 ,,, /.44 44.4 0 .40 0.00 0 .00 0.00 0 5.04 0.0

10 steel 3 0.00 3 5.43 ,,, 0 4.5 0.00 0 4.00 0.00 0 3.45 0.00 0 3.15 0.0

11 country =ric 3 0.00 3 /.33 ,,, 0 ."- 0.00 0 5.40 0.00 0 4.5 0.00 0 4."5 0.0

1" =ric# elly 3 0.00 3 5.2/ ,,, 0 5.1" 0.00 0 4.40 0.00 0 3.-0 0.00 0 3.4/ 0.0

13 s7ell lime 3 0.00 3 5.2/ ,,, 0 5.1" 0.00 0 4.40 0.00 0 3.-0 0.00 0 3.4/ 0.0

14 Lime stone 3 0.00 3 5.2/ ,,, 0 5.1" 0.00 0 4.40 0.00 0 3.-0 0.00 0 3.4/ 0.0


42/209

15 presse* tile 3 0.00 3 2.// ,,, 0 -.3/ 0.00 0 /."0 0.00 0 ."0 0.00 0 5./ 0.

1 ;6 plan#s 3 0.00 3 5.2/ ,,, 0 5.1" 0.00 0 4.40 0.00 0 3.-0 0.00 0 3.4/ 0.

1/ ;6 scantlin 3 0.00 3 5.2/ ,,, 0 5.1" 0.00 0 4.40 0.00 0 3.-0 0.00 0 3.4/ 0.

1- 'ra>el 3 0.00 3 -.2 ,,, 0 /.44 0.00 0 .40 0.00 0 .00 0.00 0 5.04 0.

12 cutstone rou 3 0.00 3 -.2 ,,, 0 /.44 0.00 0 .40 0.00 0 .00 0.00 0 5.04 0.

"0 "5mm R; 3 0.00 3 -.2 ,,, 0 /.44 0.00 0 .40 0.00 0 .00 0.00 0 5.04 0.

"1 11."mm R 3 0.00 3 -.2 ,,, 0 /.44 0.00 0 .40 0.00 0 .00 0.00 0 5.04 0.

"" mm R; m 3 0.00 3 -.2 ,,, 0 /.44 0.00 0 .40 0.00 0 .00 0.00 0 5.04 0.

"3 45mm R; 3 0.00 3 -.2 ,,, 0 /.44 0.00 0 .40 0.00 0 .00 0.00 0 5.04 0.

+on8eyance of )aterial !y road in HI areas for the year 2014 - 15

Sl.No. Distance in

1 " 3 4 5 / - 2

1 ;oeFcient 1.00 1.00 1.10 1.0 1.35 1.-0 "."5

" nci*ental c 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3 ?** 9or e>ery e&tra 1 #m part t7ere

a 0 10 $ms 10.- 10.- 11.24 1/.3- 14. 12.54 "4.44

= 10 "0 $ms 2.30 2.30 10."4 14.-- 1".5 1./4 "0.2"

c "0 40 $ms -.00 -.00 -.-0 1".-0 10.-0 14.40 1-.00

;ement1 M.+

Steel1.00M+

LimestoneG

=ric# ellyGoo*or#

(1;um)

Rou7 stoneGMetalG san*Gra>elGsur#iGeart7 (1;um)

;ountry=ric#s

M.+iles(1000)Gpresse*

tiles("000)

Bric# classG

;7am=er=ric#s


43/209

* 40 -0 $ms .20 .20 /.0 1".00 2.30 1".40 15.5"

e a=o>e -0 $ .30 .30 .24 10.0- -.50 11.34 14.1-


44/209

/&%

N?M ! 6!R$H ;onstruction o9

stimate ?mount H RsH

+S& " )%&$RI%S %& SI&$

Sl.No name o9 materials lea* in $M cost on>eyanc total

1 ;ement 3 4200.00 1."2 0.00 421."2

" san* 9or mortar 1 1/.40 131.54 0.00 30/.243 san* 9or Allin 1 1/.40 131.54 0.00 30/.24

4 Rou7 stone 3 35.00 ".0/ 0.00 321.0/

5 Bon* stone 3 500.50 ".0/ 0.00 5".5/

40mm iss metal 3 -1.00 ".0/ 0.00 -4".0/

/ "0mm iss metal 3 1135.00 ".0/ 0.00 111.0/

- 101"mm metal 3 214.00 ".0/ 0.00 240.0/

2 steel 3 45300.00 1."2 0.00 4531."2

10 3 4""0.00 "1.22 0.00 4"41.22

11 3 33"5.00 "1.22 0.00 334.22

1" =ric# elly "0 mm 3 5-3.00 1/.21 0.00 00.2113 s7ell lime 3 1"00.00 1/.21 0.00 1"1/.21

14 Lime stone 3 --5.00 1/.21 0.00 20".21

15 presse* tiles 3 130-0.00 14. 0.00 13024.

1 ;ountry oo* plan#s 3 3330.00 1/.21 0.00 334/.21

1/ Sil>er !a# scantlins 3 1435.00 1/.21 0.00 143-".21

1- 10mm metal 3 50.00 ".0/ 0.00 /.0/

12 "5 mm metal 3 /31.00 ".0/ 0.00 /5/.0/

"0 1" mm metal 3 -.00 ".0/ 0.00 24.0/

"1 mm metal 3 42.00 ".0/ 0.00 5"".0/

"" Rou7 stone 9or re>etm 3 31.00 ".0/ 0.00 34".0/"3 ;utstone rou7ly *resse 3 3520.00 ".0/ 0.00 31.0/

"4 'ra>el (6ell) 3 11-.00 ".0/ 0.00 144.0/

'ra>el ('ritty) 1 143.00 ".0/ 0.00 12.0/

S#' D%&%

;MN+ M!R+?R 1H1.5

0.20 M+ ;ost o9 cement 421."2 8M+ 4/12.4

1.00 cum ;ost o9 san* 30/.24 8cum 30/.24

502.56

;MN+ M!R+?R 1H"

0./"0 M+ ;ost o9 cement 421."2 8M+ 3532./3

1.00 cum ;ost o9 san* 30/.24 8cum 30/.24

364.

;MN+ M!R+?R 1H3

0.4-0 M+ ;ost o9 cement 421."2 8M+ "352.-"

1.00 cum ;ost o9 san* 30/.24 8cum 30/.24

2.

1.00 cum Mi&in c7ares 4/.5 8cum 4/.5

215.41

;MN+ M!R+?R 1H4

0.30 M+ ;ost o9 cement 421."2 8M+ 1/2.-

1.00 cum ;ost o9 san* 30/.24 8cum 30/.24

unloa*in

country =ric#s ( "384E)



45/209

/&%5

20.60


2125.45

;MN+ M!R+?R 1H5

0."-- M+ ;ost o9 cement 421."2 8M+ 1415.-2

1.00 cum ;ost o9 san* 30/.24 8cum 30/.24

123.63

1.00 cum Mi&in c7ares 4/.5 8cum 4/.511.46

;MN+ M!R+?R 1H

0."40 M+ ;ost o9 cement 421."2 8M+ 11/2.21

1.00 cum ;ost o9 san* 30/.24 8cum 30/.24

146.65


1535.50

LM M!R+?R 1H"0.5 cum Lime 20".21 8cum 451.4

1.00 cum ;ost o9 san* 30/.24 8cum 30/.24

1.00 cum 'rin*in mortor 11.45 8cum 11.45

65.65

D%&%

art7 or# e&ca>ation an* *epositin on =an# it7 in initial lea* o9 10 m

an* initial li9t o9 "m in 7ar* sti clayG sti =lac# cotton soilG 7ar* re* eart7G

eart7 mi&e* it7 small sie* =oul*ers an* 7ar* ra>elly soil as per SS "0B

Rate 8 cum 4.00?** 100P e&tra 9or narro 9oun*ati 4.00

;2.00 8cum

Jty tems Rate er ?mount

con>eyance o9 all materials to site an* all la=our c7ares 9or mi&inG

layin an* curin etc complete 9or 10 cum.

2.00 cum ;ost o9 40mm SS metal -4".0/ 8cum /5/-.3

4.50 cum cement mortar 1H 14-/.-5 8cum 25.331.-0 nos Mason class 3-.00 8eac7 ".40

1/./0 nos Ma*oor class "5/.00 8eac7 454-.20

14.10 nos Ma*oor class "3".00 8eac7 3"/1."0

0.54

225.00

R?+ @ RS 225.0 8cum




4.50 cum cement mortar 1H5 1/"3.-3 8cum //5/."4

1.-0 nos Mason class 3-.00 8eac7 ".40


+ement concrete 1//12mi& usin 40mm SS metal inclu*in cost an*

+ement concrete 1/5/10mi& usin 40mm SS metal inclu*in cost an*


46/209

/&%6


0.3

2361;.00

R?+ @ RS 2361.;0 8cum




4.50 cum ;ost o9 cement mortar 1H4 "0//.-0 8cum 2350.10




0.//

25412.00

R?+ @ RS 2541.20 8cum


layin an* curin etc complete 9or =e* =loc#s 9or 10 cum

2.00 cum "0mm SS metal 111.0/ 8cum 10442.3

4.50 cum ;ement mortar 1H" 3-4/./ 8cum 1/314.5"




0.35324.00

R?+ @RS 324.0 8cum

pointin inclu*in cost an* con>eyance p9 all materials to site an* all

la=our c7ares etc complete 9or 10 cum

10.00 cum Rou7 stone 321.0/ 8cum 3210./0

1.00 cum Bon* stone 5".5/ 8cum 5".5/3.40 cum ;ement mortar 1H5 1//1.4- 8cum 0"3.03

/.10 nos Mason class 410.00 8eac7 "211.00

10.0 nos Mason class 3-.00 8eac7 3200.-0

14.10 nos Ma*oor class "5/.00 8eac7 3"3./0


0.00

241.00

R?+ @RS 241.0 8cum

an* con>eyance o9 all materials to site an* all la=our c7ares etc complete 10 cu

4520 nos ;ountry =ric#s 4"41.22 81000nos 124/0./3

".50 cum ;ement mortar 1H5 1//1.4- 8cum 44"-./0

+ement concrete 1/4/6mi& usin 40mm SS metal inclu*in cost an*

+ement concrete 1/2/4mi& usin "0mm SS metal inclu*in cost an*

Random ru!!le masonryin cement mortar 1H5 mi& it7 simultaneous

'ric( wor(in cement mortar 1H5 mi& usin country =ric#s -384E&438-E&"384E

- 384E & 4 38-E & " 384E


47/209

/&%!

3.50 nos Mason class 410.00 8eac7 1435.00


/.10 nos Ma*oor class "5/.00 8eac7 1-"4./0

"1."0 nos Ma*oor class "3".00 8eac7 421-.40

0./

35;;.00

?."loor R?+ @RS 35;.;0 8cum

"."loor R?+ @RS 330.40 8cum 3"5

3304.00

an* con>eyance o9 all materials to site an* all la=our c7ares etc complete

010 nos ;ountry =ric#s 334.22 81000nos "0115.41

".-0 cum ;ement mortar 1H5 1//1.4- 8cum 420.14


/.10 nos Mason class 3-.00 8eac7 "1".-0/.10 nos Ma*oor class "5/.00 8eac7 1-"4./0


0./5

34220.00

R?+ @RS 3422.00 8cum

con>eyance to t7e sitean* all la=our c7ares 9or Allin

as per stan*ar* speeciAcations

1.00 cum san* 9or Allin 30/.24 8cum 30/.24

1.00 cum La=our c7ares 9or Allin 14."5 8cum 14."5

322.1;

R?+ @RS 322.1; 8cum

1.00 cum 'ra>el 9or Allin 12.0/ 8cum 12.0/0.00 cum Stac#in c7ares 3.05 8cum 0.00

1.00 cum La=our c7ares 9or Allin 1.15 8cum 1.15

165.22

R?+ @RS 165.22 8cum

1.00 cum 6ellra>el 144.0/ 8cum 144.0/0.00 cum Stac#in c7ares 3.05 8cum 0.00

1.00 cum La=our c7ares 9or Allin 1.15 8cum 1.15

10.22

R?+ @RS 10.22 8cum

Li9tin;7ares

'ric( wor(in cement mortar 1H5 mi& usin country =ric#s -384E&4184E&"184E

- 384E & 4 184E & " 184E

;ollection an* supply o9 sand and Jllingin to t7e =asement inclu*in cost an*

(o++ection and su+) of 8ritt) 8ra9e+from a;;d ()arr* inl)dingo-t and on4e*ane of all material- to -ite inl)ding all la8o)r harge-for fi++in8 et.om;lete7

(o++ection and su+) of e++ 8ra9e+from a;;d ()arr* inl)ding o-tand on4e*ane of all material- to -ite inl)ding all la8o)r harge- forfi++in8 et.om;lete7


48/209

/&%"

Stan*ar* speciAcation

R?+ @RS 1.15 8cum

sur9ace in 9oun*ation an* =asement an* in all Toors 9or R ; ; column 9ootin

column plint7 =eamG =eamsG roo9 sla=sG staircase stepsG =e* =loc#sG critical pier etc

usin mil* steel s7eets o9 sie 20 & 0 cm an* 10 uae stiene*G el*e* it7 mil*

steel anles o9 sie "5mm&"5mm&3mm 9or =oar*in lai* o>er sil>er oa# (country

oo*) scantlins o9 sie 10cm & .5cm space* o9 a=out 20cm centre to centre an*

supporte* =y casurina props o9 10cm to 13cm *ia space* at /5cm centre to centre

complete complyin it7 stan*ar* speciAcations an* as *irecte* =y *epartmental

oFcers inclu*in con>eyance o9 all materials to site an* proper centerin etc complete.

%u &ata .

Co-t of MS -heet- A angle- for eah -et

eight of MS -heet . 10 a)ge -iBe 90er oa# 143-".21 8cum 1/"5.25

2-.5 Rm ;asurina props 10 to 13cm *ia "3."0 8Rm ""-5."0

4011.15

Rate per one operation 9or MS s7eet anle 1340.00 840 40-.50

Rate per one operation 9or struttin 4011.15 85 -0"."3

)ain data for one use for 10 S=m

MS s7eet rate per one operation 40-.50 8eac7 40-.50

props rate per one operation -0"."3 8eac7 -0"."3

3.-0 nos ;arpenter class 401.00 8eac7 15"3.-0

5.40 nos Ma*oor class "5/.00 8eac7 13-/.-0

1 nos itter class 331.00 8eac7 331.00

L.S e*es 11.00

L.S perio*ical cleanin an* paintin etc 3.23

446.2

iK Rate for roof sla!< lintel< !eam 44.63 8S:miiiK Rate for column post

2-.5 Nos ;asurina props 10 13 "3."0 ""-5."0 85 45/.04

0.3 Nos ;arpenter class 401.00 8eac7 1"0.30

0.3 Nos Ma*oor class "5/.00 8eac7 //.10

ReJllingt7e =asement it7 e@ca8ated earth ot7er t7an san* complyin t7e

Supplying and erectingcentering s7utterin inclu*in necessary supports 9or

3.1!5 < !"501000 2.92 kgm2

24$"24 38#m2 ; 0$54 m2 < 17$4 38$


49/209

/&%9

54.44

44-." () 54.44 K 3613.62

R?+ @RS 361.36 8S:m

i8K +entering !elow ?round le8el

50P o9 t7e a=o>e rate 44.-3 8" 223.41

R?+ @RS 223.41 8S:m

steel to site an* all la=our c7ares 9or strai7teninG cuttin to lent7G

=en*in to s7ape an* tyin in position an* 9ormin rills 9or all R.;.; or#s

1.00 M+ ;ost o9 steel 4531."2 8mt 4531."2

0.01 mt ;ost o9 =in*in ire 4-000.00 8mt 4-0.00

35.00 nos itter class 35/.00 8eac7 1"425.00

0./1

562;2.00

R?+ @RS 562;2.00 8M+

1445.-5

inclu*in cost an* con>eyance o9 all materials to site an* all

la=our c7ares 9or mi&inG layinG an* curin etc complete 9or 10 cum

2.00 cum "0mm SSmetal 111.0/ 8cum 10442.3


3.50 nos Mason class 3-.00 8eac7 1"--.00

"1."0 nos Ma*oor class "5/.00 8eac7 544-.4035.30 nos Ma*oor class "3".00 8eac7 -1-2.0

0.-5

42;1.00

R?+ @RS 42;.10 8cum

1445.-5




4.50 cum san* 30/.24 8cum 13-5./3,,, $ cement 4.21"2 8# 15--4.53


"1."0 nos Ma*oor class "5/.00 8eac7 544-.40

35.30 nos Ma*oor class "3".00 8eac7 -1-2.0

0.11

424.00

R?+ @RS 424.0 8cum

inclu*in cost an* con>eyance o9 all materials to site an* allla=our c7ares 9or mi&inG layinG an* curin etc complete 9or 10 cum


4.50 cum ;ement mortar 1H1.5 50"/.5- 8cum """4.11



Supplying and fa!rication of steelinclu*in cost an* con>eyance o9

Reinforced cement concrete 1/2/4mi& usin "0mm SS metal

Reinforced cement concrete 1/2/4mi& usin "0mm SS metal

Reinforced cement concrete 1/1.5/3mi& usin "0mm SS metal


50/209

/&%50


0."

46000.00

?round "loo R?+ @RS 4600.00 8cum 421.00

Ist "loor R?+ @RS 464;.10 8cum 464;1.00




4.50 cum san* 30/.24 8cum 13-5./3

,,, $' ;ement 421."2 8M+ "11/2.3-




0."

4;41.00

R?+ @RS 4;4.10 8cum

cost an* con>eyance o9 all materials to site an* all la=our

c7ares etc complete 9or 10 S:m

0.10 cum ;ement mortar 1H3 "/15.41 8cum "/1.54


1.10 nos Ma*oor class "5/.00 8eac7 "-"./0

1.10 nos Ma*oor class "3".00 8eac7 "55."0

0.5

121.00

R?+ @RS 12.10 8S:m



0."" cum ;ement mortar 1H3 "/15.41 8cum 52/.32

"."0 nos Mason class 410.00 8eac7 20".00

0.50 nos Ma*oor class "5/.00 8eac7 1"-.503."0 nos Ma*oor class "3".00 8eac7 /4".40

0./1

231.00

R?+ @RS 23.10 8S:m



0."" cum ;ement mortar 1H4 "1"5.45 8cum 4/.0


0.50 nos Ma*oor class "5/.00 8eac7 1"-.50

3."0 nos Ma*oor class "3".00 8eac7 /4".40

0.50

2241.00

R?+ @RS 224.10 8S:m

Li9tin;7ares

Reinforced cement concrete 1/1.5/3mi& usin "0mm SS metal

lasteringit7 cement mortar 1/3mi& to 10 mmt7ic# inclu*in

lastering it7 cement mortar 1/3mi& to 20 mm t7ic# inclu*in

lasteringit7 cement mortar 1/4mi& to 20 mmt7ic# inclu*in


51/209

/&%51



0."" cum ;ement mortar 1H5 1//1.4- 8cum 3-2./3



3."0 nos Ma*oor class "3".00 8eac7 /4".40

0.3/

213.00

R?+ @RS 21.30 8S:m

cost an* con>eyance o9 all materials to site an* all la=our c7ares etc

0.14 cum ;ement mortar 1H3 "/15.41 8cum 3-0.1




0.14

1215.00

R?+ @RS 121.50 8S:m


0.14 cum ;ement mortar 1H4 "1"5.45 8cum "2/.5




0./4

1133.00

R?+ @RS 113.30 8S:m


0.14 cum ;ement mortar 1H5 1//1.4- 8cum "4-.01




0."2

1063.00

R?+ @RS 106.30 8S:m

SS metal to "5mm t7ic# inclu*in cost an* con>eyance o9 all materials to site

an* all la=our c7ares 9or mi&inG layinG curin etc complete 9or 10 cum

2.00 cum 101"mm SS metal 240.0/ 8cum -40.3





lasteringit7 cement mortar 1/5mi& to 20 mm t7ic# inclu*in

lasteringit7 cement mortar1/3 mi& to 12mm t7ic# inclu*in

lasteringit7 cement mortar 1/4mi& to 12mm t7ic# inclu*in

lasteringit7 cement mortar 1/5mi& to 12mm t7ic# inclu*in

ro>i*ingranolethic LoorAnis7 in cement concrete 1/2/4mi& usin 101"m


52/209

/&%52

0.35

34256.00

R?+ @RS 34"5.-0 8cum

"5mm +# 34"5.-0 & 0.0"5 K 65.5 8S:m

1./0 cum 'ra>el 144.0/ cum "44.2"

1.10 No Ma*oor ;lass "5/.00 "-"./0

0.50 No Ma*oor class "3".00 11.00

sun*ries 0.3-

44.00

R?+ @RS 4.40 8S:m

10S:m

450 Nos 'lae* tiles (;olour) 2.5 8eac7 434".50

0.10 cum cement mortar 1H" mi& 3-4/./ 8cum 3-4.//

4.00 # 67ite cement "3.00 8# 2".00


4.10 nos Mason class 3-.00 8eac7 150-.-0

"./0 nos Ma*oor class "5/.00 8eac7 23.20

3.30 nos Ma*oor class "3".00 8eac7 /5.0

0.43

623;.00

R?+ @RS 623.;0 8S:m

inclu*in cost an* con>eyance o9 all materials to site an* all la=our c7ares etc

complete.

1/ Nos 'lae* tiles (;olour Desine*) 31.10 8eac7 5123./0

0.10 cum cement mortar 1H" mi& 3-4/./ 8cum 3-4.//

4.00 # ;olour cement ".5 8# 10.0


4.10 nos Mason class 3-.00 8eac7 150-.-0

"./0 nos Ma*oor class "5/.00 8eac7 23.20

3.30 nos Ma*oor class "3".00 8eac7 /5.0

0.3

;105.00

R?+ @RS ;10.50 8S:m


"50 Nos ;eromic tiles (;olour Desine*) "".35 8eac7 55-/.50

0."1 cum cement mortar 1H3 mi& "/15.41 8cum 5/0."4



"."0 nos Ma*oor class "5/.00 8eac7 55.40

"."0 nos Ma*oor class "3".00 8eac7 510.40

0.

60;0.00

R?+ @RS 60;.00 8S:m

loorin it7 gra8el100mm t7ic# 10S:m

Dadooing o9 alls it7 lae* tileso9 sie 15 cm &15cm&mm lai* in

;M 1H"G 10mm t7ic# pointin it7 7ite cement usin 0.4#8cm"

Dadooingo9 alls it7 colour lae* tiles o9 sie 300&"00&mm o9 =est :uality

"loor Jnishingit7 ceromic tileso9 sie "0cm&"0cminclu*in cost


53/209

/&%53

cost an* con>eyance o9 all materials to site an* all la=our c7ares etc complete

11" Nos Desin ;eromic tiles all co305&305& 50.-0 8eac7 5-2.0

0."1 cum ;ement mortar 1H3 mi& "/15.41 8cum 5/0."4

1."0 nos Mason class 410.00 8eac7 42".00

1.00 no Mason class 3-.00 8eac7 3-.00

1.00 no Ma*oor class "5/.00 8eac7 "5/.00

1.00 no Ma*oor class "3".00 8eac7 "3".00

0.50 no Stone cutter class 31.00 8eac7 15-.00

0.50 $ ;otton aste 2."0 8$ 4.0

3.0 $ ;olour cement ".5 8$ /2.25

Sun*ries LS 0.1

652.00R?+ @RS 65.20 8S:m


3 Nos Desin colour ;eromic tile400&400&/ 4.00 8eac7 403".000."1 cum ;ement mortar 1H3 mi& "/15.41 8cum 5/0."4






0.50 $ ;otton aste 2."0 8$ 4.0

3.0 $ ;olour cement ".5 8$ /2.25

Sun*ries LS 0."1

1;4.00R?+ @RS 1;.40 8S:m


10 s:m Desin colour ;eromic tile00&00&/ 220.00 8eac7 2200.00

0."1 cum ;ement mortar 1H3 mi& "/15.41 8cum 5/0."4






0.50 $ ;otton aste 2."0 8$ 4.0

3.0 $ ;olour cement ".5 8$ /2.25

Sun*ries LS 0."1

1202.00

R?+ @RS 120.20 8S:m

0.01 cum ;ement mortar 1H3 "/15.41 8cum "/.15

1.0 nos Mason class 3-.00 8eac7 5--.-0


a>in t7e loor it7 scratch proof ceromic tileso9 sie 305&305&mminclu*in

a>in t7e loor it7 scratch proof ceromic tileso9 sie 400&400&/mm inclu*in

a>in t7e loor it7 scratch proof 8ertiJed tileso9 sie 00&00&/mm inclu*i

ointing it7 cement mortor 1H3cuddapah sla! B pa8ing stone to 9ull *ept7-


54/209

/&%5


0.35

1000.00

R?+ @RS 100.00 8S:m

t7ic# an* pointe* it7 cement mortar 1H3 10 S:m

10.50 S:m ;u**apa7 sla=s (50mm t7ic#) 3/.00 S:m 324-.000.1" cum cement mortar1H3 "/15.41 cum 3"5.-5

1.00 cum ;ement ;oncrete 1HH1" ""/5./0 cum ""/5./0

10.00 S:m ointin it7 ;M 1H3 100.00 cum 1000.00

1.10 No Mason class 410.00 cum 451.00

".10 No Mason class 3-.00 8eac7 //".-0

"."0 No Ma*oor ;lass "5/.00 8eac7 55.40

1.10 No Ma*oor class "3".00 8eac7 "55."0

sun*ries 0.05

;5;4.00

R?+ @RS ;5;.40 8S:m

all materials to site an* all la=our c7ares etc comoplete 9or 100 S:m

0.0/ cum cost o9 s7ell lime 1"1/.21 8cum -5."5



"./0 nos Ma*oor class "3".00 8eac7 ".40

1.05

1430.00R?+ @RS 14.30 8S:m


1 S:m rate 9or 7ite as7in 14.30

?DD 50P e&tra 9or colour piments /.15

21.45

R?+ @Rs 21.45 8S:m

0.55 # Blac# Lea* /0.00 3-.50

0.55 # 67ite Lea* /0.00 3-.50

0.0 Lit Linsee* oil 50.00 30.00

0./0 No ainter ;lass "5/.00 1/2.20

Sun*riries 9or =rus7es /.20

2;4.60

R?+ @RS 2;.46 8S:m


10 s:.m rimin coat 34. 8$ 34.0

1.34 $ Distem=er /-.50 8$ 105.12

0.50 No ainter ;lass 331.00 8eac7 15.50

0.50 No Ma*oor ;lass "5/.00 8eac7 1"-.50

loorin it7 cuddapah sla!s 50mm thic(o>er a =e* o9 concrete 100mm

Ahite washingto coats usin s7ell lime inclu*in cost an* con>eyance o9

+olour washing to coats usin appro>e* colour piments inclu*in cost

aintingriming +oato8er *ew lastered Surface - 10 S=.m

Distem!eringto coats it7 =est appro>e* *istem=er inclu*in cost


55/209

/&%55

0.-0 No Ma*oor ;lass "3".00 8eac7 1-5.0

Ls Sun*riries 9or =rus7es LS -.00

;40.00

R?+ @RS ;4.00 8S:m


3."3 $ Distem=er 53.10 8$ 1/1.5110 S:.m rimin coat 34. 8$ 34.0

0.50 No ainter ;lass 331.00 8eac7 15.50

0.50 No Ma*oor ;lass "5/.00 8eac7 1"-.50

0.-0 No Ma*oor ;lass "3".00 8eac7 1-5.0

Ls Sun*riries 9or =rus7es LS "."2

1000.00

R?+ @RS 100.00 8S:m

Ne

inclu*in costan* con>eyance o9 all materials to site an* all la=our c7ares etc co

1.40 $ mulsion 315.15 8$ 441."1

0.2- # rimer 145.00 8$ 14".10

"."0 No ainter ;lass 331.00 8eac7 /"-."0

Ls Sun*ries 9or =rus7es LS -.42

1320.00

R?+ @RS 132.00 8S:m

'lac( !oard painting two coats with good =uality of paint

inclu*in cost an* con>eyance o9 paint an* all la=our c7ares etc complete

"."" Lit ;ost o9 paint ""0.50 8lit 4-2.51

1."0 nos ainter class 331.00 8eac7 32/."0

sun*ries inclu*in =rus7esG soaps.putty etc 13."2

;00.00

R?+ @Rs ;0.00 8S:m

riming coat for new iron with ready mi@ed primer of appro8ed =uality 10S=m

1.33 # Re* !&i*e 145.50 # 123.5"

0./0 No ainter class 331.00 8eac7 "31./0

sun*ries inclu*in =rus7esG soaps.putty etc 0./-

42.00

R?+ @RS 42.0 8S:m

riming coat on new wood wor( with ready mi@ed primer of appr8d =uality-10 S=

1.44 # Rea*y mi&e* primer 15./5 # ""5./"

0./0 No ainter class 331.00 8eac7 "31./0

sun*ries inclu*in =rus7esG soaps.putty etc 0.5-

456.00

R?+ @Rs 45.60 8S:m


+ement 'ased Distem!eringto coats it7 =est appro>e* +ement aint incl

$@terier $mulsion to coats inclu*in primin coat it7 =est appr

aintingto coats o>er ne iron or#susin rea*y mi&e* enamel paint


56/209

/&%56

"."" Lit ;ost o9 paint "4".55 8lit 53-.4

1.10 nos ainter class 331.00 8eac7 34.10

sun*ries inclu*in =rus7esG soaps.putty etc 0.44

;03.00

R?+ @Rs ;0.30 8S:m


".55 Lit ;ost o9 paint "54.10 8lit 4/.2


sun*ries inclu*in =rus7esG soaps.putty etc 0.-4

104.00

R?+ @Rs 104.0 8S:m


"."" Lit ;ost o9 paint "54.10 8lit 54.10


sun*ries inclu*in =rus7esG soaps.putty etc -./0

;0.00

R?+ @Rs ;.00 8S:m

inclu*in cost an* con>eyance o9 all materials to site an* all la=our


0.02 cum ;ement mortar 1H3 "/15.41 8cum "44.32




0.11

121.00

R?+ @RS 121.0 8S:m

an* con>eyance o9 all materialsan* all la=our c7ares etc complete 9or 10 S:m

0.0 cum ;ement mortar 1H3 "/15.41 8cum 1".2"




0.5-

113.00

R?+ @RS 113.0 8S:m

ei7t o9 cement inclu*in cost an* con>eyance o9 all materials to site

an* all la=our c7ares etc complete 9or 10 S:m

aintingto coats o>er ne oo* or#susin rea*y mi&e* enamel paint

aintingto coats o>er ol* oo* or#susin rea*y mi&e* enamel paint

ointingt7e RR Masonryit7 cement mortar 1H3 mi&

ointing it7 cement mortar 1H3Tus7 pointin 9or =ric#or# inclu*in cost

ointing it7 cement mortar 1H3to 9ull *ept7 o9 tiles usin cru*eoil 10P =y


57/209

/&%5!

0.04 cum ;ement mortar 1H3 "/15.41 8cum 10-."

"."0 nos Mason class 3-.00 8eac7 -02.0



0.0-

1302.00

R?+ @RS 130.20 8cum

o9 3"H1".5 inclu*in cost an* con>eyance o9 all materials to site an* all la=our

c7ares 9or mi&in G layin Gan* Anis7in etc complete 9or 10 cum

1".-0 cum Bric# elly "0mm 00.21 8cum /21.5

5.00 cum slac#e* lime 20".21 8cum 4514.55




0.30

206;.00

R?+ @RS 206.;0 8cum

pure slac#e* lime o>er R.;.;. roo9 sla= in t7e proportion o9 3"H1".5 an*

mortar 1H3 mi& an* pointe* it7 t7e same oile* mortar inclu*in cost an*

con>eyance o9 all materials to site an* all la=our c7ares etc complete 9or 10 S:m

0.-0 cum Bric# elly lime concrete "0-.20 8cum 155.1"

1-2 nos presse* tiles 13024. 81000 no "4/4.-20.1" cum cement mortar 1H3 mi& "/15.41 8cum 3"5.-5

5.-0 # cru*e oil 15.00 8# -/.00

10.00 S:m pointin it7 cement mortar 1H3 130."0 8S:m 130".00


".10 nos Mason class 3-.00 8eac7 //".-0


1.10 nos Ma*oor class "3".00 8eac7 "55."00./4

6;0.00

R?+ @RS 6;.00 8S:m

pure slac#e* lime o>er R.;.;. roo9 sla= in t7e proportion o9 3"H1".5 an*

mortar 1H3 mi& an* pointe* it7 t7e same oile* mortar inclu*in cost an*

con>eyance o9 all materials to site an* all la=our c7ares etc complete 9or 10 S:m

0.00 cum Bric# elly lime concrete 0.00 8cum 0.00

1-2 nos presse* tiles 13024. 81000 no "4/4.-2

0.1" cum cement mortar 1H3 mi& "/15.41 8cum 3"5.-5

5.-0 # cru*e oil 15.00 8# -/.00

10.00 S:m pointin it7 cement mortar 1H3 130."0 8S:m 130".00


".10 nos Mason class 3-.00 8eac7 //".-0


'ric( Gelly lime concreteusin "0mm =ric# elly it7 slac#e* lime in t7e ratio

Aeathering courseit7 =ric# elly lime concrete usin "0mm =ric# elly it7

Ans7e* it7 one course o9 presse* tiles o9 sie "3&"3&"cmit7 cement

Aeathering courseit7 =ric# elly lime concrete usin "0mm =ric# elly it7

Ans7e* it7 one course o9 presse* tiles o9 sie "3&"3&"cmit7 cement


58/209

/&%5"

1.10 nos Ma*oor class "3".00 8eac7 "55."00.-

235.00

R?+ @RS 23.50 8S:m

o9 all materials to site an* all la=our c7ares etc complete

0.4 ;ountry =ric#s 4"41.22 81000No "/14.-/

0./0 cum cement mortar 1H3 mi& "/15.41 8cum 1200./2


.50 nos Mason class 3-.00 8eac7 "32".00


5.40 nos Ma*oor class "3".00 8eac7 1"5".-0.

10136.00

R?+ @RS 1013.60 8S:m

appro>e* :uality

1.00 no n*ian type ater closet (67ite) 1143.00 81 no 1143.00

0.0 m 100mm *ia


59/209

/&%59

1.00 No 110 mm *ia


60/209

/&%60

;onstruction o9

stimate ?mount H RsH

+S& " )%&$RI%S %& SI&$

Sl.No Name o9 materialslea* in $M

;ost +otallains %ills

1 ;ement 3 0 4200.00 1."2 0.00 421."2

" san* 9or mortar 1 0 1/.40 131.54 0.00 30/.24

3 san* 9or Allin 1 0 1/.40 131.54 0.00 30/.244 Rou7 stone 3 0 35.00 ".0/ 0.00 321.0/

5 Bon* stone 3 0 500.50 ".0/ 0.00 5".5/

40mm iss metal 3 0 -1.00 ".0/ 0.00 -4".0/

/ "0mm iss metal 3 0 1135.00 ".0/ 0.00 111.0/

- 101"mm metal 3 0 214.00 ".0/ 0.00 240.0/

2 10mm metal 3 0 50.00 ".0/ 0.00 /.0/

10 Rou7 stone 9or re>et 3 0 31.00 ".0/ 0.00 34".0/

11 ;utstone rou7ly *res 3 0 3520.00 ".0/ 0.00 31.0/

1" steel 3 0 45300.00 1."2 0.00 4531."2

13 3 0 4""0.00 "1.22 0.00 4"41.22

14 3 0 33"5.00 "1.22 0.00 334.22

15 =ric# elly "0 mm 3 0 5-3.00 1/.21 0.00 00.21

1 =ric# elly 40 mm 3 0 5"4.00 1/.21 0.00 541.21

1/ s7ell lime 3 0 1"00.00 1/.21 0.00 1"1/.21

1- Lime stone 3 0 --5.00 1/.21 0.00 20".21

12 presse* tiles 3 0 130-0.00 14. 0.00 13024.

"0 ;ountry oo* plan#s 3 0 3330.00 1/.21 0.00 334/.21

"1 Sil>er oa# scantlins 3 0 1435.00 1/.21 0.00 143-".21

"" 'ra>el ritty 3 0 143.00 ".0/ 0.00 12.0/

"3 'ra>el 6ell 3 0 11-.00 ".0/ 0.00 144.0/

"4 "5mm R; metal 3 0 /31.00 ".0/ 0.00 /5/.0/

"5 1"mm R; c7ips 3 0 -.00 ".0/ 0.00 24.0/

" mm R; c7ips 3 0 42.00 ".0/ 0.00 5"".0/

S#' D%&%

;MN+ M!R+?R 1H1.5

0.20 M+ ;ost o9 cement 421."2 8M+ 4/12.4

1.00 cum ;ost o9 san* 30/.24 8cum 30/.24

502.56

;MN+ M!R+?R 1H"

0./"0 M+ ;ost o9 cement 421."2 8M+ 3532./3

1.00 cum ;ost o9 san* 30/.24 8cum 30/.24

364.

;MN+ M!R+?R 1H3

0.4-0 M+ ;ost o9 cement 421."2 8M+ "352.-"

1.00 cum ;ost o9 san* 30/.24 8cum 30/.24

2.


?** 9or "0P on la=our 0.00 8cum 0.00

215.41

;MN+ M!R+?R 1H4

0.30 M+ ;ost o9 cement 421."2 8M+ 1/2.-

1.00 cum ;ost o9 san* 30/.24 8cum 30/.24

;on>eyanc ( lains )

;on>eyanc ( %ills )




61/209

/&%61

20.60


?** 9or "0P on la=our 0.00 8cum 0.00

2125.45

;MN+ M!R+?R 1H5

0."-- M+ ;ost o9 cement 421."2 8M+ 1415.-2

1.00 cum ;ost o9 san* 30/.24 8cum 30/.24

123.631.00 cum Mi&in c7ares 4/.5 8cum 4/.5

?** 9or "0P on la=our 0.00 8cum 0.00

11.46

;MN+ M!R+?R 1H

0."40 M+ ;ost o9 cement 421."2 8M+ 11/2.21

1.00 cum ;ost o9 san* 30/.24 8cum 30/.24

146.65


?** 9or "0P on la=our 0.00 8cum 0.00

1535.50

LM M!R+?R 1H"

0.5 cum Lime 20".21 8cum 451.4

1.00 cum ;ost o9 san* 30/.24 8cum 30/.24

1.00 cum 'rin*in mortor 11.45 8cum 11.45

?** 9or "0P on la=our 0.00 8cum 0.00

65.65

D%&%

art7 or# e&ca>ation an* *epositin on =an# it7 in initial lea* o9 10 m

an* initial li9t o9 "m in 7ar* sti clayG sti =lac# cotton soilG 7ar* re* eart7G

eart7 mi&e* it7 small sie* =oul*ers an* 7ar* ra>elly soil as per SS "0B

Rate 8 cum 4.00

?** 100P e&tra 9or narro 9oun*ation 4.00

;2.00

?** 9or "0P on la=our 0.00

;2.00 8cum

con>eyance o9 all materials to site an* all la=our c7ares 9or mi&inGlayin an* curin etc complete 9or 10 cum.


4.50 cum cement

Commnity Hall Muthukrishanapuram

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