Green House (Final) Est & Mt for 4 Part Bills 1.60-Cumbum- With Fina

7/24/2019 Green House (Final) Est & Mt for 4 Part Bills 1.60-Cumbum- With Fina

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DETAILED ESTIMATE

Construction of Combined SHG and PLF building at

Inner 9!" #$! %&EF

Descri(tion of )or* +osMeasurements in ,m,

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1

Main walls alround 1 1 28.580 0.750 0.750 16.08

Cross wall 1 1 4.280 0.750 0.750 2.41

Toilet 3 sides 1 1 3.540 0.750 0.750 1.99

1 1 5.070 0.300 0.400 0.61

1 2 1.20 0.300 0.400 -0.29

Septic tan 1 1 1.960 1.360 1.600 4.26

Steps 1 1 2.450 1.200 0.150 0.44

!ortico pillar 1 2 1.200 1.200 0.900 2.59"a#p side wall 1 1 6.600 0.600 0.600 2.38

1 1 14.800 0.300 0.230 1.02

1 1 8.630 0.300 0.230 0.60

"/!9 091! Cum

2


Cross wall 1 1 4.280 0.750 0.300 0.96

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Contents

&art' wor &(ca)ation *or +oundation in all soils and Su, Soil as perSS20 *o *oundation etc co#plete.

&art' ,ea# !ortico wall 3sides

%educt colu#n portion

n pro ce on corewall aside

Ce#ent concrete 1 4 8 #i( usin 40## $ #etal *or *oundationetc co#plete.


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Contents

I st Footing


Cross wall 1 1 4.430 0.600 0.230 0.61

Toilet 3 sides 1 1 3.690 0.600 0.230 0.51

II nd Footing


Cross wall 1 1 4.580 0.450 0.230 0.47

Toilet 3 sides 1 1 3.840 0.450 0.230 0.40

.asement


Cross wall 1 1 4.650 0.380 0.600 1.06

Toilet 3 sides 1 1 3.910 0.380 0.600 0.89

0.66

2$!/ 20#!3! Cum4

$all 1 1 5.650 4.650 0.200 5.25

"oo# 1 1 2.850 4.650 0.200 2.65

!ortico 1 1 1.450 1.990 0.200 0.58

Toilet 1 1 1.050 1.050 0.200 0.22

%educt water closet -1 1 0.500 0.400 0.200 -0.04

$00 2//! Cum

+illin in ase#ent wit' e(ca)ated &art' in laers o* not #ore t'an 15c#. T'ic wellra##ed watered and consolidated co#plin wit' standard specications etc.


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Contents

1 1 14.800 0.230 0.230 0.78

1 1 8.630 0.230 0.230 0.46

Su(erstructure


Cross wall 1 1 4.800 0.230 3.050 3.37

Toilet 3 sides 1 1 3.755 0.230 2.100 1.81

"a#p $and rail wall 1 1 6.600 0.115 0.800 0.61

Step - 1 1 2.450 1.200 0.150 0.44

Step - 1 1 2.450 0.900 0.150 0.33

Step - 1 1 2.450 0.600 0.150 0.22

Step - ? 1 1 2.450 0.300 0.150 0.11

!arapet alround 1 1 28.580 0.230 0.300 1.97

!arapet o)er portico 1 1 5.590 0.230 0.300 0.39

S'el* wall 2 4 0.450 0.110 2.000 0.79

Sptic tan wall 1 1 5.720 0.230 1.500 1.97

a@e wall 1 1 0.900 0.115 1.200 0.12

Deduction

%oor - % -1 2 1.200 0.230 2.100 -1.16

%oor - %1 -1 1 0.750 0.230 2.100 -0.36

:indow - : -1 8 1.200 0.230 1.300 -2.87

Aoll - A -1 1 0.600 0.230 0.450 -0.06

Sill sla, -1 8 1.660 0.230 0.075 -0.23

n pro ce on core

wall aside


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Contents

/intel alround inside - 1 1 15.600 0.150 2.34

/intel alround Dutside 1 1 29.500 0.150 4.43

:indow suns'ade ,otto 1 8 1.660 0.600 7.97

Suns'ade edes 2 8 0.600 0.0625 0.60

"oo* sla, ,otto#

$all 1 1 5.800 4.800 27.84

"oo# 1 1 3.000 4.800 14.40

Toilet 1 1 1.200 1.200 1.44

!ortico 1 1 1.570 1.990 3.12

"oo* sla, sides alround 1 1 29.500 0.100 2.95

Toilet sla, 3 sides 1 1 4.520 0.100 0.45

!ortico sla, sides 1 1 6.050 0.100 0.61

dd e(tra 0.53

$32# /9!!! S5m

8

s per Steel Sc'edule MT 1.040

2!#! %%% MT

9

Colu#n +ootin 1 2 1 200 1 200 0 200 0 58

Supplin and +a,ricatin and placin in position MS steel or ri,,ed *or steel *or allrein*orced ce#ent concrete wors as per t'e desin i)en includin cost o* steel and,indin wire in all Eoors etc Co#plete co#plin wit' stanard specication.

"ein*orced ce#ent concrete 11 1>23 #i( usin 20 ##$S #etal inculdin costand co)eance o* all #aterials to site includin la,our *or #i(in laincurin etc


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Contents

10

$all 1 1 5.800 4.800 27.84

"oo# 1 1 3.000 4.800 14.40

Toilet 1 1 1.200 1.200 1.44

dd. %oor wa 1 2 1.200 0.230 0.55

dd. %oor wa 1 1 0.750 0.230 0.17

%educt - water closet -1 1 0.500 0.400 -0.20!ortico 1 1 1.800 2.450 4.41

Steps 1 1 2.450 1.200 2.94

Steps 1 1 2.450 0.750 1.84

%educt colu#n portion 1 2 0.230 0.230 -0.11

1"/$ %&EF' S5m

11

Toilet 1 1 4.800 1.200 5.76

%educt door %1 1 1 0.750 1.200 -0.90

#$0 %&EF' S5m

12

1 1 13.300 0.520 0.100 0.69

!a)in t'e Eoor wit' scratc' proo* cera#ic tiles o* an colour and an sie laid in CM 12

20## t'ic. nd pointin wit' w'ite ce#ent 0.4 F per sG# #i(ed wit' colourinpi#ent to siut t'e colour o* t'e tiles includin nis'in t'e Hoints neatl co#pl

%adooin o* walls wit' colour laed tiles o* sie 300(200(6 ## o* ,est Gualitincludin cost and con)eance o* all #aterials to site and all la,our c'ares etcco# lete.

Ce#ent concrete 148 #i( usin 40## SS #etal includin cost and con)eance o* all#aterials to site and all la,our c'ares *or #i(inlain and curin etc co#plete

Plinth Protection platformalround


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Contents

D)er roo* 1 1 9.030 4.800 43.34

Splas' portion 1 0.5 27.660 0.200 2.77

D)er !ortico roo* 1 1 1.570 1.990 3.12

Splas' portion 1 0.5 7.120 0.200 0.71

#99# #231! S5m

16

$all insde 1 1 21.200 3.050 64.66"oo# inside 1 1 15.600 3.050 47.58

Toilet inside 1 1 4.800 0.900 4.32

Dutside ,elow ,ase#ent 1 1 35.960 0.750 26.97

Dutside alround 1 1 32.360 3.450 111.64

!arapet Top 1 1 28.580 0.230 6.57

!arapet nside 1 1 27.660 0.300 8.30

!ortico !arapet Top 1 1 5.590 0.230 1.29

!ortico !arapet nside 1 2 5.590 0.300 3.35

S'el* wall 2 4 1.040 2.000 16.64

Septic tan ,otto# 1 1 1.500 0.900 1.35

:all alround 1 1 4.800 1.500 7.20

a@e wall 1 2 0.900 1.200 2.16

SoBts o* door 1 2 5.400 0.230 2.48

SoBts o* window 1 8 5.000 0.230 9.20

SoBts o* Holl 1 1 2.100 0.230 0.48

!lasterin wit' CM 1512## t'ic includin curin etc. co#plete co#plin wit'standard specications and as directed , t'e depart#ental oBcers.


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Contents

Ceilin roo# 1 1 3.000 4.800 14.40

Toilet 1 1 1.200 1.200 1.44

1 2 5.590 0.150 1.68

!ortico top ,otto# 2 1 1.800 2.450 8.82

%educt colu#n portion 1 2 0.230 0.230 -0.11

Suns'ade T 2 8 1.660 0.600 15.94

Suns'ade side 2 8 0.600 0.0625 0.60

3##3 $21! S5m

18

Ceilin $all 1 1 5.800 4.800 27.84

Ceilin roo# 1 1 3.000 4.800 14.40

Toilet ceilin 1 1 1.200 1.200 1.44$all insde 1 1 21.200 3.050 64.66

"oo# inside 1 1 15.600 3.050 47.58

Toilet inside 1 1 4.510 0.900 4.06

S'el* wall 2 4 1.010 2.000 16.16

SoBts o* %oor - % 1 2 5.400 0.230 2.48

SoBts o* %oor - w 1 8 5.000 0.230 9.20

SoBts o* Holl 1 1 2.100 0.230 0.48

Deduction

%oor - % -1 1 1.200 2.100 -2.52

or co ea# nner

%iste#,erin two coats oil ,ound diste#,er o)er pri#in coat inculdin cost andcon)eance o* all #aterials to site and all lo,oure c'ares etc co#plete ; nner wall =


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Contents

Suns'ade side 2 8 0.600 0.0625 0.60

Colu#n 1 2 0.920 2.100 3.86

Step Side 1 2 1.200 0.150 0.36

Step Side 1 2 0.900 0.150 0.27

Step Side 1 2 0.600 0.150 0.18

Step ? Side 1 2 0.300 0.150 0.09

"a#p 'and rail 1 2 6.600 0.800 10.56

"a#p 'and rail top 1 1 6.600 0.115 0.76

!lat*or# core wall 1 1 14.800 0.210 3.11

1 2 8.630 0.210 3.62

/!3$0 %&EF' S5m

20

%oors % 2 2 1.200 2.100 10.08

%oors %1 1 2 0.750 1.800 2.70

:indow 8 2 1.200 1.300 24.96

"33# 0$/! S5m

21

+or S'el* 2 4 3.600 0.450 12.96

2/90 %&EF' S5m

!aintin two coats o)er new iron wors suc' as steel doors windows isi)en in t'is esti#ate.

Suppl and +i(in o* Cuddapa' sla, *or S'el* includin cost and

con)eace o* all#aterials to site co#plete


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Contents

9 722.50 +o

29

" +os

" 606.60 +o30

%%%

"! 39.85 &m

31

"!!&M

" 269.00 &m

32

/ +os

2 371.05 &m

33

2 +os

2 531.60 &m

:irin wit' 2 L 1.5 SG.## ;22 > 0.3= !?C insulated SC uns'eat'ed Copper conducutor o*1100? rade in suita,le !?C riid pipe concealed in wall and ceilin wit' !?C accessoriesinEus' wit' wall wit' 150 ## L 100 ## L 113 ## T: switc' ,o( wit' 3 ## t'ic$lu# s'eet co)er *or 5 3 pin non interlocin CS plu wit' continuous eart' wireconnection o* 14 S: TC wire *or #ain ood o* t'e concealed portion wit' suita,lecolour *or concealed !?C plu point S% 36

Suppl and run o* 2 o* 1.50 sG.## ;22>0.30= !?C insulated SC uns'eat'ed copperConductor o* 1100 ? rade on 7>20 ,earer wire *or ser)ice connection #ains S% 62

Suppl and run o* 2 L 1.5 sG.## ;22 > 0.30= !?C insulated SC uns'eat'ed copperConductor o* 1100 ? rade in 25 ## dia pipe ; Class = suita,l ,ent at ,ot' ends

wit' necessar anle iron upri't and end supports *or #ains. S% 67

Suppl and (in o* 6T bul* 7ead 8tting wit' uard ; !'ilips > aHaH > Cro#pton > F/ite = suita,le *or incandescent la#p wit' 60 : ,ul,.SD $!

Suppl and (in o* 20 Am(s DPIC S)itc7o* 500 ? wit' *use and neutral ;Side $andle=on suita,le T: ,o( !:% &art'in SD 2"0


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Contents

42 %iJerence in cost o* #aterials/.S

43 !ro)ison *or /a,our wel*are *und 0.3I

44 Continies c'ares /.S

Total &s

SSSTKT > /DCF &K

%indiul !KC$NT KD

ss s an (ecu )e n neer


11/181


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Contents

-+IT C4ST ESTIMATE /!22/!2/

C4+ST&-CTI4+ 4F C4M.I+ED SHG A+D PLF .-ILDI+G

Estimate Rs

This estimate was prepared for fixation unit cost for DRDA Dindigul district for the year 2011-2012.

The following proisions are made in this estimate.

1 !arth wor" excaation for foundation in all soils and su# soil as per $$20% fo foundation etc complete

2 &ement concrete 1 ' ( ' 10 mix using )0mm *%+ metal for foundation etc complete.

,

)

(

Specification Report to accompany te Estimate for te or" of onstr$ction of om%ine& S'( an&

)*F %$i+&in,

%ric" wor" in &3 1'(mix using &lass #ric"s of si4e 2, x 11.( x .( cm including curing etc.5 comple

complying with standard specifications.

"ando# ru,,le #asonr in Ce#ent #ortar 1 5 #i( usin new rou' stones wit' s#ultapointin includin cost and con)eance o* all #aterials to site and la,our c'ares etc co#

$upplying and a#ricating and placing in position 3$ steel or ri##ed for steel for all reinforced cementwor"s as per the design gien including cost of steel and #inding wire in all floors etc5 &omplete complstanard specification.

$upplying 6 !recting centering for sides 6 soffiots including necessary supports 6 strutting upto ,.2m

plane surfaces in all floors with all cross #racings using mild steel sheets .7R&& floor sla#5 roof sla#5 Rs9uare5 Tee8 !ll #eams5 :intels5 staircase waist sla#s5 :anding sla#s5 :anding #eam5 Portico #eam etc.

&ement concrete 1- 1.5 - 3 mi using 20mm $$ *%+ metal for all R&& item of wor"s excluding costforcement and fa#ricating charges centering and shuttering #ut including curing complete complying


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Contents

1(

1

1

1/ Painting two coats oer new iron wor"s such as steel doors5 windows5 is gien in this estimate.

1 $upply of door si4e 1.20 x 2.10 m - 2o and 0.(x1./0-1o

20 $upply of window si4e 0.0 x 1.,0 m - ) o and 1.20 x 1.,0 m - )

21 Prosion for otice #oard

22 Proision for ame %oard

2, Proision for loc" and "ey

2)

2( Proisions also made for Plinth protection wall around the #uilding

2 Proision for fixing of doors and windows.

2 ?ther unforeseen charges

inishing the exposed surface of R&& item of wor" such as sla#s5 #eams5 sunshade5 facia5 canopy sla

waist sla#5 landing sla# etc.5 with &3 1',5 10mm thic". including ra"ing the surface. The rate is to incluof proiding cement mortar #eading or nosing for sunshades 6 staircase steps5 landing sla#s etc.5 comcomplying with standard specifications.

?il Distempering Two &oats oer Plastering $urface with Approed ?il Paint including cleaning 5 prepsurface and curing etc.5 complete.

Painting Two &oats with Approed &ement Paint including cleaning 5 preparing the surface and curingcomplete.

Proisions also made for electrical items for plug point5 light point5 fan point5 #ul" head fitting5 tupe lighwire connection DP& switch and !% Deposit etc complete.

The estimate is prepared #ased on current schedule of rates for the year 2011-2012. The wor" on

#e carried out as per the standard specifications.


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'

Amount

//"!


14/181

Amount

/9101

2!0


15/181

Amount


16/181

Amount

/1/32

#9#1/


17/181

Amount

%&EF'

%&EF'


18/181

Amount

/!$1!


19/181

Amount

0!09


20/181

Amount

%&EF'

/13#

%&EF'


21/181

Amount

01!"

2$/!

2290

$!3

"32

1"/


22/181

Amount

2000

%&EF'

5936

%&EF'

K&&"

K


23/181

Amount

REF!

.

te

eousplete.

concreteying with

height forctangular8

5 ;.

of Reinith standard


24/181

Amount

#5 staircase

e the costplete

ring the

etc.5

t5 serice

anction will


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&onstruction of Panchayat office #uilding at

Detailed !stimate

!stimate Amount '

$:.oDescription of wor" o : % D &ontents Rate/)er

1

3ain &olumn 1) 1.)0 1.)0 1.,( ,.0)

or grade #eam - main wall alround 1 ,/./0 0.,0 0.)( (.2)

- cross wall #8w store 6hall 2 .0, 0.,0 0.)( 1.,

- cross wall erandah6 President room 1 2./ 0.,0 0.)( 0.)0

- cross wall office 6 erandah 1 2./ 0.,0 0.)( 0.,

- Porticot , sides 1 (.,/ 0.,0 0.)( 0.,

or oundation - toilet 2 sides 1 ).0 0.0 0.0 2.)/

or foundation - Ramp side wall 1 .0/ 0.0 0.0 ,.2

-$eptic Tan" 1 2.)( 1./0 1.( .2/

$tep-infront of #uilding 1 ,.(1 1.20 0.1( 0.,

$tep-infront of :atrine 1 1.10 1.20 0.1( 0.20

$tep-infront of $tore 1 1. 1.20 0.1( 0.,0

D8d for &olumn area -1) 1.)0 0.,0 0.)( -2.(

Plinth protection core wall 1 ,2./ 0.,0 0.2, 2.2/

59.22 69.50

2

ame ofwor"

!arth wor" excaation for foundation in all soils such as red earth 5hard stiffclay soil5 stiff #lac" cotton soil5 hard redearth5shales5 murrams5 grael5hardroc" not re9uiring #lasting ete complete.5or oundation

3, /3

&ement concrete 1')'/ mix usin )0 mm *%+$ metal inculding cost andcoeyance of all materials to site including la#our for mixing 5laying5curing etc


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$:.o Description of wor" o : % D &ontents Rate/)er

-toilet 1 1.10 1.20 0.10 0.1,

- $tore 1 1. 1.20 0.10 0.20

D8d for &olumn area in grade #eam -1) 0.2, 0.,0 0.10 -0.10

D8d >& area -2 0.0 0.)( 0.10 -0.0(

16.19 1724.10

,

for foundation - toilet , sides 1 (./ 0.)( 0.2, 0.0

1 (./ 0.,/ 0.(2 1.1)

for foundation - Ramp side wall 1 .0/ 0.,/ 0.)( 1.((

3.29 1640.70

$m

(

or flooring - hall 1 ,.( .10 0.1( ,.,) - presidents room 1 ,.0( ).,) 0.1( 1.

- erandah 1 ,.0( 1.(, 0.1( 0.0

- $tore Room 1 1./0 .10 0.1( 1.(

- office room 1 ,.( 2., 0.1( 1.0

- Toilet 1 1.(0 2.) 0.1( 0.

- Portico 1 0. ,.0( 0.1( 0.))

- Ramp 1 .0/ 0. 0.1( 1.,2

11.70 127.05

Random ru##le masonry in cement mortar 1'( mix with simultaneous pointing includingcost and coneyance pf all materials to site and all la#our charges etc complete

$upplying and filling with filling sand in layers not more than 1( cm thic" 5well rammed5wattered and compacted etc5complete or oundation

3, /3


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a#oe %asement - main wall alround 1 ,/./0 0.2, ,.0( 2.22

- cross wall #8w store 6hall 2 .10 0.2, ,.0( /.(

- cross wall erandah6 President room 1 ,.0( 0.2, ,.0( 2.1)

- cross wall office 6 erandah 1 2., 0.2, 0.,0 0.20

- toilet 2 sides 1 ). 0.2,0 2.00 2.1(

- toilet cross wall 1 1.(0 0.11( 2.00 0.,(

parapet wall - main wall alround 1 ,/./ 0.2, 0.,0 2./

$eptic tan" - main wall alround 1 .(/ 0.2, 1./0 ,.1)

- %affle wall 1 1.,) 0.11( 1.(0 0.2,

Deduct opening -1 0.)( 0.11( 0.)( -0.02

Ramp -side wall 1 .10 0.2, 70E0.(;82 0./

Ramp -*and rail 1 .10 0.11( 0./0 0./)

$teps -main entrance 1 ,.0( 1.0( 0.1/ 0.(/

1 ,.0( 0.( 0.1/ 0.)1

1 ,.0( 0.)( 0.1/ 0.2(

$teps -$tore 1 1. 1.0( 0.1/ 0.,1

1 1. 0.( 0.1/ 0.22

1 1. 0.)( 0.1/ 0.1,

$teps -:atrine 1 1.10 0.,, 0.2( 0.0

%?! oer erandah sla# 1 (.,1 0.0( 0.12 0.0(

ront !leation for ame %oard 1 ,.), 0.2, 0.(0 0.,


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for +rade #eam - main wall alround 1 ,/./0 0.2, 0.,0 2./

- cross wall 2 .10 0.2, 0.,0 0./)

- cross wall erandah 1 ,.0( 0.2, 0.,0 0.21

- cross wall office 1 2., 0.2, 0.,0 0.20

for Plinth #eam - main wall alround 1 ,/./0 0.2, 0.11 0./

- cross wall 2 .10 0.2, 0.11 0.,1

- cross wall erandah 1 ,.0( 0.2, 0.11 0.0/

- cross wall office 1 2., 0.2, 0.11 0.0

for lintel #eam - main wall alround 1 ,/./0 0.2, 0.1( 1.,)

2 .10 0.2, 0.1( 0.)2

- cross wall erandah 1 ,.0( 0.2, 0.1( 0.11

- cross wall office 1 2., 0.2, 0.1( 0.10

- toilet roof sla# 1 ,.1 1.( 0.10 0.((

for sun shade - windows w / 1. 0.0 0.02( 0.(0

- Rolling shutter 1 1. 0.0 0.02( 0.0

for roof sla# - portico 1 ,.(1 ,.(0 0.10 1.2,

- portico cantileer #eam 1 10.2/ 0.2, 0.(

for roof leel #eam - main wall alround 1 ,/./0 0.2, 0.,0 2./

2 .10 0.2, 0.,0 0./)

- cross wall erandah 1 ,.0( 0.2, 0.,0 0.21

- cross wall office 1 2., 0.2, 0.,0 0.20for roof sla# - oerall 1 .)2 .( 0.11( .11

- ?er office 1 ,.// ,., 0.11( 1.(1

: ft 1 2 , 0 )( 0 0/ 0 10

- cross wall

0.,0E0.2082

- cross wall


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- sides 1/ 0.0 0.02( 0./

- door D1 1 0./ 0.0 - 0.(

63.38 #REF!

32 /m2

#; e+o asment

for +rade #eam - main wall inner 6 outer 2 ,/./0 - 0.,0 2,.2/

- cross wall ) .10 - 0.,0 .,2

- cross wall erandah 2 ,.0( - 0.,0 1./,

- cross wall office 2 2., - 0.,0 1.

- portico , side inner 6outer 2 (.1 - 0.,0 ,.((

Deduct +rade #eam Function -/ 0.2, - 0.,0 -0.((

53.35 #REF!

32 /m2

c; S+a% an& eam

for lintel inside - *all alround 1 1.(0 - 0.1( 2.,

1 1)./ - 0.1( 2.22

- erandah 1 .1 - 0.1( 1.,

- office 1 1,.1 - 0.1( 1.

- $tore 1 1(./0 - 0.1( 2.,

for lintel outside 1 ,.2 - 0.1( (.

- :oft #ottom 1 2., 0.)( 1.,2

- toilet roof sla# 1 1.(0 2.) - ).)1

- toilet roof sla# side alround 1 ).0 0.10 0.)

- #ottom door D , 1.10 0.2, - 0.

- #ottom door D1 2 0 ( 0 2, - 0.,(

-President room


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- presidents room #ottom 1 ,.0( ).,) - 1,.2)

- office room 1 ,.( 2., - 10.

- erandah #ottom 1 ,.0( 1.(, - ).

- store room 1 1./0 .10 - 10./

- all round out sides 1 ,.2 - 0.,( 1,.0

132.19 290.00

32 /m2

11

Plinth Protection platform alround 1 ,1.)2 0.( 0.10 1.

1.79 #REF!

3, /3

12

Plinth Protection platform alround 1 ,1.)2 0.( 0.0( 1.1/

1.18 #REF!

32 /2

1,

?er main #uilding roof 1 /. .10 0.0( ).10

?er office 1 ,.// 2., 0.0( 0./($plash portion 1 ,.// 0.12 0.12 0.((

?er portico roof 1 1./ ,.0( 0.0/ 0.)

&ement concrete 1')'/ mix using )0mm $$ metal including cost andconeyance of all materials to site and all la#our charges for mixing5layingand curing etc complete

&ement concrete 1'2') mix using 20mm $$ metal including cost andconeyance of all materials to site and all la#our charges for mixing5layingand curing etc complete

>eathering course with #ro"en #ric" =eely for 20 mm si4e mixed with pureslac"ed lime 7no sand to #e used; in proposation of ,2'12.( cft to propergradient5well #eation with wooden #eaters etc


31/181


- erandah 1 ,.0( 1.(, - ).

- $ide alround 1 .1 - 0.10 0.2

- Deduct door -, 1.10 - 0.10 -0.,,

- Deduct erandah opening -1 1.(0 - 0.10 -0.1(

- office room 1 ,.( 2., - 10.

- $ide alround 1 1,.1 - 0.10 1.,2

- Deduct door -1 1.10 - 0.10 -0.11

- store room 1 1./0 .10 - 10./

- $ide alround 1 1(./ - 0.10 1.0

- Deduct R$ opening -1 1.20 - 0.10 -0.12

-Add opening #ottom 1 1.20 0.2, - 0.2/

-deduct shelf wall -) 0.)( 0.12 - -0.22

-erandah opening #ottom 1 1.(0 0.2, - 0.,(

-portico 1 2.)0 ,.(1 - /.)2

D8 column -2 0.2, 0.2, - -0.11

-Ramp 1 .10 1.20 - 10.2

- toilet room 1 1.(0 1.20 - 1./0

- toilet room 1 1.(0 1.2 - 2.),

- door way D , 1.10 0.2, - 0.

- door way D1 2 0.( 0.2, - 0.,(

- steps top 1 1.(2 1.20 - 1./2

- steps front sides 1 1.(2 - 0.( 1.1)

D8d >& area -2 0.0 0.)( - -0.()

95.59 #REF!


32/181


- office room 1 1,.1 - 0.0 .0

- store room 1 1(./ - 0.0 .)/

$eptic tan" #ottom 1 1. 1.,) - 2.

$eptic tan" alround 1 . - 1./0 11.

- #affle wall #oth sides 2 1.,) - 1.(0 ).02

- deduct opening -2 0.)( - 0.)( -0.)1

inner side a#oe #asement - hall allround 1 1.(0 - ,.0( (.)/

- presidents room 1 1)./ - ,.0( )(.0/

- erandah 1 .11 - ,.0( 1/.)

- erandah Parapet 1 ,.0( - 0./0 2.))

- office room 1 1,.1 - ,.0( )0.1)

- store room 1 1(./ - ,.0( )/.1

soffits . - Door , (.,0 0.1/ - 2./

soffits . - Rolling shutter 1 (.)0 0.1/ - 0.

soffits . - >indows-w / (.00 0.1/ - .20

soffits . -Door D2 2 ).( 0.1/ - 1./

soffits . -Folly 2 2.10 0.1/ - 0.

soffits -erandah ++ opening 1 (.0 0.1/ - 1.0,

erandah parapet top 1 1.( 0.2, 0.,/

$helf support wall 2 0.( 2.00 2.2/

2 1.02 2.00 ).0/

- toilet room 1 (.) - 1.2( .),

parapet wall - main wall alround 1 ,.// - 0.20 .(/

- parapet top 1 ,/./0 0.2, - /.2


33/181


or column - Portico 2 0.2 - 2./0 (.1(

or celling - hall 1 ,.( .10 - 22.2

- presidents room 1 ,.0( ).,) - 1,.2)

- erandah 1 ,.0( 1.(, - ).

- store room 1 1./0 .10 - 10./

- office room 1 ,.( 2., - 10.

- toilet room 1 1.(0 1.20 - 1./0

- toilet room 1 1.(0 1.2 - 2.),

sun shade - window w / 1. 0.0 - .

- side alround 1 0.0 - 0.02( 0.0

- Rolling shutter 1 1. 0.0 - 1.00

- side alround 2 0.0 - 0.02( 0.0/

- door d1 1 0./ 0.0 - 0.(

- top of toilet 1 1.( ,.1 - (.((

for septic tan" - top 1 2.)( 1./0 - ).)1

for septic tan" - deduct man hole -1 0./0 0./0 - -0.)

for septic tan" - deduct air hole pedastal -1 0.2( 0.2( - -0.0

T %eam -sides ) ,.( - 0.2, ,.,

T %eam -:oft top 6 #ottom 2 ).,) 0.)( - ,.1

for Portico - #ottom 1 ,.(1 ,.(0 - 12.2

for Portico - sides 1 10.(1 - 0.)0 ).20

for Portico - #eam inside 1 12.) - 0.,0 ,.

Add extra 1.11

119.39 81.50


34/181


21

inner side a#oe plith - hall allround 1 1.(0 - 2.0 (.((*all &eiling 1 ,.( .10 22.2

%eam sides 2 ,.( 0.,0 2.1

President room alround 1 1)./ 2.0 )2./

President room &eiling 1 ,.0( ).,) 1,.2)

$tore room alround 1 1(./ 2.0 )(./2

$tore room ceiling 1 1./ .10 10./

erandha , sides 1 .11 2.0 1.2

erandha ceiling 1 ,.0( 1.(, ).

?ffice room alround 1 1,.1 2.0 ,/.1

?ffice ceiling 1 ,.( 2., 10.

:oft top 6 #ottom 2 2., 0.)( 2.)

$helf support wall 2 0.( 2.00 2.2/

H 2 1.02 2.00 ).0/

erandha Parapet 1 1.( 0./0 1.,2

Parapet Top 6 $ides 2 1.2( 0.2, 0.(

$unshade Top 6 %ottom - >1 1 1. 0.0 1(.)

$unshade Top 6 %ottom - Rolling shutter 2 1. 0.0 1.

Portico Top 6 %ottom 1 ,.(1 ,.(0 12.2

Toilet room inside 1 (.)0 0.0 ,.2)

Toilet room inside 1 .2) 0.0 ,.)&eiling 1 1.(0 1.20 1./0

&eiling 1 1.(0 1.2 2.),

Distem#ering two coats oil #ound distem#er oer priming coat inculding costand coneyance of all materials to site and all lo#oure charges etc complete 7nner wall ;


35/181


22

outer side - main wall alround 1 ,.2 - ).,( 12./

- toilet sides 1 ). - 2.0 12.)

$eptic tan" alround 1 /.(0 0.,0 2.((

:atrine step sides 1 1.), 0.1( 0.21

Portico - $tep sides 2 1.0( 0.1( 0.,2

Portico - $tep sides 2 0.( 0.1/ 0.2

Portico - $tep sides 2 0.)( 0.1/ 0.1

ront portico sides 1 10.(1 0.0 .,1

> window sunshade 1 0.0 0.0( 0.)/

Deduct - erandha opening -1 1.(0 2.10 -,.1(

> window -/ 1.20 1.,0 -12.)/

Toilet Door opening -1 0.( 2.00 -1.(0

Folly -2 0.0 0.)( -0.()

Toilet #utt portion -1 1.( 2.0 -).,

173.42 #REF!

32 /2

2,

Door 1.10 x 2.10m 1.10 2.10 1,./

Door 0.( x 2.10m ) 0.( 2.10 .,0

>indow 1 20 x1 ,0 1 1 20 1 ,0 2)

Painting two coats with approed &ement Paint oer one coat ofPrimaring coat of &ement Paint oer cement plastered wall surface5ceiling and other new surface including cleaning5 preparing thesurface5 curing5 scaffolding charges etc.5 complete complying with

standard specifications and as directed #y the departmental officers.7$. o. ,( %;

Painting two coat of new iron wor"s such as steel Doors5windows5entilators5etc.5 with #est approed first 9uality of synthetic enamel paint of approedcolour oer the existing priming coats5ete.

$:


36/181


2

:$

2/ $upply and fixing of Rain water P& pipe of 110mm dia

110 mm dia P& Pipe , ,.00 .00

9.00 #REF!

Rm

2 Proision for ame #oard

,0

14 os. at.Rs. 722.50 / Eac

,1

4 os. at.Rs. 606.60 / Eac

,2

:a#our charges for fixing of &uddhapha sla#5 >ater closetwith HPH trap5 P& Pipes5 Folly 0.0 x 0.)(m5 Precast sla#for 3anhole coer etc. complete.

>iring with 2 G 1.( $9.mm 722 8 0.,; P& insulated $& unsheathed &opperconducutor ca#le of 1100 grade in suita#le P& rigid pipe concealed in walland ceiling with P& accessories inflush with wall with , mm thic" *ylumsheet coer with T> #ox And ( A T switch with continuous earthconnection of 1) $>+ T& wire for ma"ing good of the concealed portionwith suita#le colour for ) concea+e& *i,t point / fan point7orelectronic Regulator; $D 2)

>iring with 2 G 1.( $9.mm 722 8 0.,; P& insulated $& unsheathed &opperconducutor of 1100 grade in suita#le P& rigid pipe concealed in wall andceiling with P& accessories inflush with wall with 1(0 mm G 100 mm G11, mm T> switch #ox with , mm thic" *ylum sheet coer for ( A , pinnon interloc"ing &$ plug with continuous earth wire connection of 1) $>+T& wire for ma"ing good of the concealed portion with suita#le colour forconcea+e& ) p+$, point $D ,

$upply and run of 2 of 1.(0 s9.mm 72280.,0; P& insulated $& unsheathedcopper &onductor of 1100 grade on 820+ #earer wire for serice

$:


37/181


6 os. at.Rs. 100.00 / Eac

, Proision for Rain >ater *aresting $tructure

)0 Proision for P& 6 + Pipes and $pecials for>ater supply and sanitary arrangements

)0 ariation cost of materials

)1 Photograpic charges

)2 :a#our welfare fund 0.,@

), &ontingencies

Total

$: o


38/181


-+IT C4ST ESTIMATE /!22/!2/

C4+ST&-CTI4+ 4F PA+CHA:AT 4FFICE .-ILDI+G

Estimate Rs #REF!

Specification Report to accompany te Estimate for te or" of onstr$ction of )ancayat office %

This estimate was prepared for fixation unit cost for DRDA Dindigul district for the year 2011-2012The following proisions are made in this estimate.

1 !arth wor" excaation for foundation in all soils and su# soil as per $$20% fo foundation etc comple

2 &ement concrete 1 ' ( ' 10 mix using )0mm *%+ metal for foundation etc complete.

,

)

(

%ric" wor" in &3 1'(mix using &lass #ric"s of si4e 2, x 11.( x .( cm including curing etc.5 comcomplying with standard specifications.

Random ru##le masonry in &ement mortar 1 ' ( mix using new rough stones with symultaneous poiincluding cost and coneyance of all materials to site and la#our charges etc complete.

$upplying and a#ricating and placing in position 3$ steel or ri##ed for steel for all reinforced cemewor"s as per the design gien including cost of steel and #inding wire in all floors etc5 &omplete costanard specification.

$upplying 6 !recting centering for sides 6 soffiots including necessary supports 6 strutting upto ,.2for plane surfaces in all floors with all cross #racings using mild steel sheets .7R&& floor sla#5 roof slRectangular8 s9uare5 Tee8 !ll #eams5 :intels5 staircase waist sla#s5 :anding sla#s5 :anding #eam5 P

#eam etc.5 ;.

&ement concrete 1- 1.5 - 3 mi using 20mm $$ *%+ metal for all R&& item of wor"s excluding coforcement and fa#ricating charges5 centering and shuttering #ut including curing complete complyinstandard specifications

$: o


39/181


1(

1

1

1/ Painting two coats oer new iron wor"s such as steel doors5 windows5 is gien in this estimate.

1 $upply of door si4e 1.20 x 2.10 m - ,o

$upply of i#re door si4e 0.( x 2.10 m - 2o

20 $upply of window si4e 1.20 x 1.,0 m - /os

22 Proision for ame %oard

2, Proision for loc" and "ey

2)

2( Proisions also made for Plinth protection wall around the #uilding

2 Proision for fixing of doors and windows.

2 ?ther unforeseen charges

inishing the exposed surface of R&& item of wor" such as sla#s5 #eams5 sunshade5 facia5 canopystaircase waist sla#5 landing sla# etc.5 with &3 1',5 10mm thic". including ra"ing the surface. The rainclude the cost of proiding cement mortar #eading or nosing for sunshades 6 staircase steps5 landetc.5 complete complying with standard specifications.

?il Distempering Two &oats oer Plastering $urface with Approed ?il Paint including cleaning 5 presurface and curing etc.5 complete.

Painting Two &oats with Approed &ement Paint including cleaning 5 preparing the surface and curicomplete.

Proisions also made for electrical items for plug point5 light point5 fan point5 #ul" head fitting5 tupe liserice wire connection DP& switch and !% Deposit etc complete.

The estimate is prepared #ased on current schedule of rates for the year 2011-2012. The wor" owill #e carried out as per the standard specifications.


40/181

BR!C

Amount

4116

Amount


41/181

Amount

27913

5398

1486

Amount


42/181

Amount

Amount


43/181

Amount

Amount


44/181

Amount

#REF!

#REF!

Amount


45/181

Amount

38335

#REF!

#REF!

Amount


46/181

#REF!

Amount


47/181

Amount


48/181

9730

Amount


49/181

Amount


50/181

#REF!

Amount


51/181

1500

#REF!

750

10115

2426

Amount


52/181

600

5000

7000

3000

500

%&EF'

9695

%&EF'

Amount


53/181

i+&in,

.

te.

lete

ting

t concreteplying with

m height#5rtico

st of Reinwith

Amount


54/181

la#5e is toing sla#s

paring the

g etc.5

ght5

n sanction

E=*E ES=E

onstr$ction of (reen 'o$se at


55/181


District' Theni !stimate ' Rs. 1.(0 :a"hs

escri%tion of or" o * ontents

3ainwall alround 1 x 1 20.,/0 0./00 0.(0 12.2,

&ross walls in #etweena;:iing5$it out and


56/181

ront steps 1 x 1 2.0 0.(0 0.100 0.1/

Rear steps 1 x 1 1.,(0 0.(0 0.100 0.0

$eptic Tan" 1 x 1 1.,00 1.100 0.100 0.1)

1 x 1 ,.(0 2.))0 0.100 0.2

%ed Room 1 x 1 2.,0 2.))0 0.100 0.

& 1 x -1 0.(00 0.)00 0.100 -0.02

(.01 &um

or %asement

3ain >all Alround footing

footing 1 x 1 20.,/0 0.00 0.2,0 2./1

footing 1 x 1 20.,/0 0.)(0 0.)(0 ).1,

%asement 1 x 1 20.,/0 0.,/0 0.)(0 ,.)/

&ross walls in #etween

a;:iing5$it out and


57/181

a;:iing5$it out and all

1 x 1 2.))0 0.11( ,.000 0./)

Toilet :eft and right wall 1 x 2 1.1( 0.11( 2.100 0.(

Toilet side wall 1 x 1 1.1( 0.11( 2.100 0.2/

Parapet wall allround 1 x 1 20./)0 0.11( 0.,00 0.2

ront step 0.00

$tep 1 1 x 1 2.0 0.00 0.1(0 0.2)

$tep 2 1 x 1 2.0 0.,00 0.1(0 0.12

Rear step 0.00

$tep 17#ottom; 1 x 1 1.,00 0.00 0.1(0 0.12

$tep 27top; 1 x 1 1.00 0.,00 0.1(0 0.0

$eptic Tan" main wall allround 1 x 1 ,.)/0 0.2,0 1.200 0.

e&$ctions- 0.00

Doors -1 x , 0.00 0.2,0 2.100 -1.,0

?pen -1 x 1 0.00 0.2,0 2.100 -0.),

>indows -1 x ( 0.00 0.2,0 1.200 -1.2)

Door D1 opening -1 x 1 0.(0 0.11( 2.100 -0.1/

Folly -1 x 1 0.00 0.11( 0.)(0 -0.0,

Deduct for :intel

>indows -, x 1 1.,0 0.2,0 0.1(0 -0.1)

Doors 6 ?pen -2 x 1 1.,0 0.2,0 0.1(0 -0.0

&ross wall in #etween 6 ? x 1 0.00 0.2, 1./


58/181

5 6

?er ront Door 1 x 1 2.0 0./ 2.,2

1 x 1 ,.0 0. 2.20

, x 1 1.,0 0. 2.)(

c


59/181

D8 $it out portion 1 x 1 2.0 0./ 0.100 0.2,

Toilet 1 x 1 1.(20 1.)1 0.100 0.21

).1 &um

Total Kty of steel 450.00 D?> 0.x1.20m

$teel door 1 x ( 0. 1.2 (.)0 $9m

:.$

?uter

3ain walls allround 1 x 1 21., ,.(1 ).

Toilet three sides 1 x 1 ).,) 2.20 .((

Parapet Top allround 1 x 1 20./) 0.12 2.(0

Parapet nner alround 1 x 2 20.,/ 0.,0 12.2,ront $teps7Tread; 1 x 2 2. 0., 1.0

!nd aces 1 x 2 0.0 0.1( 0.1/

. $upplying5 fa#ricating and placing in position inild steel or ri##ed tor steel and all reinforcedcement &oncrete wor"s as per the design gien including cost of steel and #inding wire in all floorsetc complete complying with $tandard 73$ rods or RT$ rods; which will #e supplied departmentallyat section stores and cost will #e recoered at issue rate.

1,. Towards the cost and supply of R&& Folly of si4e 0.0 G 0., m including all charges etc.5

1). Plastering with &ement 3ortar 1'( 7one cement and fie sand ; 12mm thic" in all floors includingmixing mortar5 wor"ing in all heights curing watering with all leads and lifts for good water etc.5complete complying with standard specification.

1(. Plastering with &ement 3ortar 1', 7one cement and three sand ; 12mm thic" in all floorsincluding mixing mortar5 wor"ing in all heights curing watering with all leads and lifts for good wateretc.5 complete complying with standard specification.


60/181

&eiling

:iing 1 x 1 ,.( 2.)) .1(

%edroom 1 x 1 2., 2.)) .


61/181

Door -1 x 2 0.0 2.10 -,./

Door 6 ?pen -2 x 2 0.0 2.10 -.(

Toilet door -1 x 1 0.( 2.10 -1.(/

>indow -1 x ( 0.0 1.20 -(.)0Folly in toilet -1 x 1 0.0 0.)( -0.2

Parapet nner alround 1 x 1 20.,/ 0.,0 .11

11,.( $9m

$unshade Rear 1 x 2 ,.( 0. ).2

$unshade ront 1 x 1 2. 0./ 2.,2

$ide window sunshade 1 x , 1., 0. 2.)(

$ides of sunshade 1 x / 0. 0.0 0.2

3ain walls allround 1 x 1 21., ,.(1 ).

Toilet three sides 1 x 1 ).,) 2.20 .((

Parapet Top allround 1 x 1 20./) 0.12 2.(0Parapet nner alround 1 x 2 20.,/ 0.,0 12.2,

3ain Door 6 Door -1 x 2 0. 2.10 -,./

>indow -1 x ( 0. 1.20 -(.)0

Toilet door -1 x 1 0.( 2.10 -1.(/

Folly in toilet -1 x 1 0. 0.)( -0.2

.,) $9m

20. &olour washing T>? coat with freshly #urnt shell lime in all floors using #est 9uality andapproed ariety of colour pigments including cost of all materilas5 #rushes and scaffolding chargesetc.5 complete complying with standar

21. Painting T>? coats of new iron wor"s such as steel doors5 windows5 entilators5 window #arsetc with #est approed first 9uality of synthetic enamel pait of approed colour oer the existing

i i t t l t l i ith t d d ifi ti


62/181

Specification Report to accompany te Estimate for te or" of onstr$ction of (reen 'o$se at


63/181

Specification Report to accompany te Estimate for te or" of onstr$ction of (reen 'o$se at

Estimate =mo$nt -1.50*a"s

The following proisions are made in this estimate.

a#rication and $upply of 3:D $T!!: D??R

Towards the cost and supply of R&& Folly of si4e 0.0 G 0.)( m including all charges etc.5 complete

t is proposed to &onstruct +reen house at MMMMMMMMMMMM...M..ecessary Administratieapproal has #een gien as per the District collector Roc o.

!arth wor" excaation for foundation in all class of soils except hard roc" re9uiring #lasting with initiallead and lift etc including leelling the site etc.5 complete with standard specification

illing the %asement with excaated earth other than sand etc.5 complete complying to standard

specification.$upplying and filling in foundation and #asement with filling sand in layers of not more 1(cm thic" wellrammed watered and compacted etc.5 complete complying to standard specification.

&ement concrete 1'('10 Jsing )0mm $$ si4e *and %ro"en granite stone Felly for oundation andlooring including la#our charges f etc complete complying with standard specification etc complete.

Random ru##le in cement 3ortar 1'( 7?ne cement and fie sand; using including mixing mortar and allother la#our charges etc complete upto #asement

%ric" wor" in cement 3ortor 1'( 7?ne cement and lie sand; using class %ric"s for the followingincluding mixing mortar and all other la#our charges etc complete A#oe #asement

$upplying and erecting shuttering including necessary support for plance surface in oundation%asement and Roof slla#s etc.5 complete complying with standard specification

&ement &oncrete 1'2') using 20 mm $$ gauge machine #ro"en *%+ metal for R&& wor"s completecomplying with standard specification.

$upplying5 fa#ricating and placing in position inild steel or ri##ed tor steel and all reinforced cement&oncrete wor"s

%ric" wor" in cement 3ortor 1', 7?ne cement and lie sand; using class %ric"s for the following

including mixing mortar and all other la#our charges etc complete A#oe #asement

PA&*ALAT J?

&J3%J3


64/181

!$T3AT!

onstr$ction of oi+et at

District !stimate ' Rs BR!C :a"hs


65/181

District !stimate ' Rs. BR!C :a"hs

Describtion of )or* +o L . D Contents &ate Amount

3ainwall alround 1 1.)00 0.(0 1.000 1,.0(

&ross wall #8w urinal 6 toilet 1 1.20 0.(0 1.000 1.2

$eptic Tan" 1 ,.000 1.(00 1.(00 .(Ramp 2 1.,(0 0.)(0 0.00 0.,

$teps 1 1.000 0.00 0.1(0 0.0

21.1 .(0 1(2,

%asement Jrinal 1 ,.0 2.00 0.200 1. >.& Room 1 1.0(0 2.((0 0.200 0.()

Ramp 1 1.,(0 0.)0 0.200 0.20

2.)0 12.20 2

%asement Jrinal 1 ,.0 2.00 0.1(0 1.2)

>.& Room 1 1.0(0 2.((0 0.1(0 0.)0

1 1 , 0 0 0 0 1 0 0 1

1. !arth wor" excaation for foundation in all class of soils except hard roc" re9uiring #lasting #utshoring shuttering and #aling out water whereer necessary and refilling the sides of the foundationwith excaated earth in layers of not more than 1( cm thic" well rammed and consolidated anddepositing the surpous earth in all palces shown #y the departmental officers with initial lead and liftetc including leelling the site etc.5 complete with standard specification in hard stiff cllay5 stiff #lac"cotton soil5 hard fred earth5 shale murums5 grael stoney earth5 and earth mixed with (0@ fair si4ed#oulders5 and hard graelly soil in foundation.

2. illing the %asement with excaated earth other than sand etc.5 complete complying to standardspecification.

,. $upplying and filling in foundation and #asement with filling sand in layers of not more 1(cm thic"well rammed watered and compacted etc.5 complete complying to standard specification.

3ain >all Alround footing 1 1.)00 0.)(0 0.2,0 1./0

&ross wall 1 1./0 0.)(0 0.2,0 0.1


66/181

3ain >all Alround %asement 1 1.)00 0.,/0 0.)(0 2./

&ross wall 1 2.00 0.,/0 0.)(0 0.,

Ramp 2 1.,(0 0.,/0 0.,00 0.,1

/.2/ 1)0.0 1,(/(

%ric" on edge

3ain >all alround 2 1.)00 0.0( 0.110 0.2

&ross wall 2 2.00 0.0( 0.100 0.0,

Deduct Put portion 2 0.2,0 0.0( 0.100 0.00

$uper structure urinal , side 1 .)20 0.2,0 1./00 ,.0

>& long wall 2 ,.10 0.2,0 2.100 ,.0(

>& short wall 2 1.200 0.2,0 2.100 1.1

Partition >all 1 1.200 0.11( 2.100 0.2

Jrinal Partition >all 2 0.0 0.11( 0.00 0.1)

water tu# 2 side 1 1.)0 0.11( 0.00 0.10

$tep 1 1 1.000 0.00 0.200 0.12

$tep 2 1 1.000 0.,00 0.1(0 0.0(

$eptic Tan" 1 /.0/0 0.2,0 1.(00 2.

%affle >all 2 1.0(0 0.11( 0.00 0.22

Ramp side wall 2 1.,(0 0.2,0 0.,(82 0.11

Deduct Door , 0.(0 0.2,0 1./00 -0.,

2 0 00 0 2,0 0 ,00 0 0/

. %ric" wor" in cement 3ortor 1'( 7?ne cement and lie sand; using class %ric"s for the followingincluding mixing mortar and all other la#our charges etc complete A#oe #asement

/. &ement &oncrete 1'1.(', 7one cement one and half sand and three machine #ro"en stone; using20 mm $$ gauge machine #ro"en *%+ metal for R&& wor"s excluding cost and 7a#ricationotreinforcement and centerning shuttering charges #ut including curing and proiding fixtures li"e fanclampsin the R&& floor or Roof whereer necessary and #earing surfaces of walls sides and #ottom of


67/181

Plinth %eam

>all alround 1 1.)00 0.2,0 0.110 0.))

&ross wall 1 2.00 0.2,0 0.110 0.0(

Roof sla# 1 ,.)0 1.0 0.100 0./

1.1 BR!C BR!C

Rear wall main rod 10mmRT$ 2x2 (.( m 0.2 "g8m 1).

urinal front wall 10mmRT$ 2x2 ).(2 m 0.2 "g8m 11.21

urinal side wall 10mmRT$ 2x2 2.( m 0.2 "g8m .(

>.& long wall main10mmRT$ 2x2x2 ,.11 m 0.2 "g8m 1(.),

>.& front wall main10mmRT$ 2x2 1.1 m 0.2 "g8m ,.

$tirrups /mm RT$ 1x12 0.1 m 0., "g8m ,0.

3ain rod 10mm RT$ 1x2, 2.00 m 0.2 "g8m 2/.(2

Distri#utor /mm RT$ 1x1, ,.)1 m 0., "g8m 1.2

Top rod /mm RT$ 2x2 ,.)1 m 0., "g8m (.,2

7-; e moment rod /mm RT$ 2x12 0.,0 m 0., "g8m 2./1

Add for wastage ( @ /,

clampsin the R&& floor or Roof whereer necessary and #earing surfaces of walls sides and #ottom ofsla#5 #eam etc.5 shall #e finished smooth with cement mortar 1', 7one cement and three sand; 12mmthic" and with "raft paper without claming extra etc as directed #y the departmental ?fficers completecomplying with standard specification.

. $upplying5 fa#ricating and placing in position inild steel or ri##ed tor steel and all reinforced cement&oncrete wor"s as per the design gien including cost of steel and #inding wire in all floors etc

complete complying with $tandard 73$ rods or RT$ rods; which will #e supplied departmentally atsection stores and cost will #e recoered at issue rate. The #inding wire shall #e supplied #y the&ontractor.

)+int %eam -

Roof S+a% -

1 .) 0.,0 2./

Ramp side wall 2 1.,( 0.)(82 0.1

$tep 1 0.0 0.1( 0.0


68/181

p

$tep 1 0.,0 0.1( 0.0(

$tep thread 6 riser 1 1.00 0. 0.0

$offits of Door , ).,( 0.2, ,.00$offits of Folly 2 1./0 0.2, 0./,

Deduct =olly ) 0. 0.,0 -0.2

Deduct Door 0.( 1./0 -/.10

Deduct dadooring 1 ).0( 1.20 -)./

Deduct dadooring 1 ).( 1.20 -(.(/

(./) .0 )(/,

$eptic Tan" %ottom 1 2.() 1.0) 2.)

$eptic tan" inner 1 .1 0.1( 1.0

%affle wall 2 1.0) 0.0 1./

$eptic tan" outer 1 .00 0.,0 2.0

>ater tu# inner 6 outer 2 2.1 0.0 ,.)11./ 1.)0 10

&eiling 1 1.2 1.20 1.))

1 1.( 1.20 1./0&eiling pro=ection 1 10.2)0 0.1( 1.()

Roof Top 1 ,.) 1. ./

1. Plastering with &ement 3ortar 1', 7one cement and three sand ; 12mm thic" in all floors includingmixing mortar5 wor"ing in all heights curing watering with all leads and lifts for good water etc.5complete complying with standard specification.

1/. inishing the exposed surface of R&& items of wor" with &ement 3ortar 1', 7one cement andthree sand; 10mm. Thic" in all floors including rac"ing the surface and all la#our charges etc.5complete complying with standard specification.

Toilet nside 1 1.20 1.20 1.))

Toilet nside 1 1.20 1.(0 1./0

, 2) BR!C BR!C


69/181

,.2) BR!C BR!C

Jrinal inner 1 12.0 1./0 22./

Jrinal side wall inner 1 1.)(( 0.0 1.,1

1 1.)(( 0.0 0./

toilet room 1 1 )./0 0.0 ).,2

toilet room 2 1 (.)0 0.0 )./

>ater tu# inner 6 outer 2 2.1 0.0 ,.)$offits of Door , ).,( 0.2, ,.00

$offits of Folly 2 1./0 0.2, 0./,

&eiling 1 1.20 1.20 1.))

1 1.(0 1.20 1./0

Deduct =olly 2 0.0 0.,0 -0.,

Deduct Door ) 0.( 1./0 -(.)0

2 0.( 0.0 -0.0,/.12 /.0 ,,2

$9.m

Toilet ?utside alround 1 1./2 1./0 ,0.2/

1 .) 0.,0 2./Ramp side wall 2 1.,( 0.)(82 0.1

$tep 1 0.0 0.1( 0.0

22. >hilte washing T>? coat using #est freshly #urnt white shell lime in all the floors5 including cost of

lime #lue powder5 feicol type gums5 #rushes5 scaffolding5 scaffolding charges etc.5 complete withstandard specification.

2,. &olour washing T>? coat with freshly #urnt shell lime in all floors using #est 9uality and approedariety of colour pigments including cost of all materilas5 #rushes and scaffolding charges etc.5complete complying with standar

:.$ 2(00

2. Towards supply and fixing of hand rails including all charges etc.5 complete

:.$ 1000


70/181


71/181

Specification Report to accompany te Estmate for te or" of

#REF!


72/181

1

2 illing the %asement with excaated earth other than sand etc.5 complete complying to standard specification.

,

)

(

/

10

11 # i ti d $ l f 3:D $T!!: D??R

t is proposed to &onstruct Toilet at MMMMMMMMMMMM...M..ecessary Administratie approal has #eengien as per the Panchayat Jnion &ouncil Resolution o.

!arth wor" excaation for foundation in all class of soils except hard roc" re9uiring #lasting with initial lead andlift etc including leelling the site etc.5 complete with standard specification

$upplying and filling in foundation and #asement with filling sand in layers of not more 1(cm thic" well rammedwatered and compacted etc.5 complete complying to standard specification.

&ement concrete 1'('10 Jsing )0mm $$ si4e *and %ro"en granite stone Felly for oundation and looringincluding la#our charges f etc complete complying with standard specification etc complete.

Random ru##le in cement 3ortar 1'( 7?ne cement and fie sand; using including mixing mortar and all otherla#our charges etc complete upto #asement

%ric" wor" in cement 3ortor 1'( 7?ne cement and lie sand; using class %ric"s for the following includingmixing mortar and all other la#our charges etc complete A#oe #asement

$upplying and erecting shuttering including necessary support for plance surface in oundation %asement andRoof slla#s etc.5 complete complying with standard specification

&ement &oncrete 1'2') using 20 mm $$ gauge machine #ro"en *%+ metal for R&& wor"s complete complyingwith standard specification.

$upplying5 fa#ricating and placing in position inild steel or ri##ed tor steel and all reinforced cement &oncretewor"s

%ric" wor" in cement 3ortor 1', 7?ne cement and lie sand; using class %ric"s for the following includingmixing mortar and all other la#our charges etc complete A#oe #asement

22

2,

&olour washing T>? coat with freshly #urnt shell lime in all floors using #est 9uality and approed ariety ofcolour pigments including cost of all materilas5 #rushes and scaffolding charges etc.5 complete complying withstandar


73/181

2,

2) Towards the cost and supply of >ater &losset with foot rest and P-trap including all charges etc.5 complete

2( Towards the :a#our charges for fixign in position of the suplied water closset

2

Painting T>? coats of new iron wor"s such as steel doors5 windows5 entilators5 window #ars etc with #estapproed first 9uality of synthetic enamel pait of approed colour oer the existing priming coats5 etc completecomplying with standard specification

Proisions also made for electrical items for plug point5 light point5 fan point5 #ul" head fitting5 tupe light5 sericewire connection DP& switch etc complete.

The estimate is prepared #ased on current schedule of rates for the year 2011>2012. The wor" on sanction

will #e carried out as per the standard specifications.

PA+!)

Sc'e#e CMSPGHS

Near /!22 2/


74/181

KM& D+ :D"F Construction o* reen $ouse at

&sti#ate #ount "s 21! La*7s

C4ST 4F MATE&IALS AT SITE

Sl.Ko na#e o* #aterials lead in FM cost on)eanc total

1 Ce#ent 1 4400.00 5.00 0.00 4405.00

2 sand *or #ortar 2 110.00 12.40 0.00 122.40

3 sand *or llin 1 110.00 6.20 0.00 116.204 "ou' stone 2 288.00 12.80 0.00 300.80

5 ond stone 2 395.00 12.40 0.00 407.40

6 40## iss #etal 2 616.00 12.40 0.00 628.40

7 20## iss #etal 2 858.00 12.40 0.00 870.40

8 10-12## #etal 2 687.50 12.40 0.00 699.90

9 steel 1 39600.00 5.00 0.00 39605.00

10 2 2900.00 10.80 0.00 2910.8011 Class ,rics 2 3450.00 18.00 0.00 3468.00

12 ,ric Hell 20 ## 2 400.00 8.80 0.00 408.80

13 s'ell li#e 0 979.00 0.00 0.00 979.00

14 /i#e stone 0 720.00 0.00 0.00 720.00

15 pressed tiles 2 7200.00 7.20 0.00 7207.20

16 Countr wood plans 0 27300.00 0.00 0.00 27300.00

17 --do-- scantlins 0 23800.00 0.00 0.00 23800.0018 6-10## #etal 2 489.50 12.40 0.00 501.90

19 "ou' stone *or re)et# 2 250 00 12 80 0 00 262 80

loadinunloadin

countr ,rics ; 2 3>4 =

PA+!(

//3/3!

4 C&M&KT MD"T" 14


75/181

0.36 MT Cost o* ce#ent 4405.00 >MT 1585.80

1.00 cu# Cost o* sand 122.40 >cu# 122.40

23!$/!1.00 cu# Mi(in c'ares 35.90 >cu# 35.90

23##2!

5 C&M&KT MD"T" 15

0.288 MT Cost o* ce#ent 4405.00 >MT 1268.64

1.00 cu# Cost o* sand 122.40 >cu# 122.40

2"92!#1.00 cu# Mi(in c'ares 35.90 >cu# 35.90

2#/09#

DATA

1 &art' wor e(ca)ation and depositin on ,an wit' in initial lead o* 10 #

and initial li*t o* 2# in 'ard stiJ cla stiJ ,lac cotton soil 'ard red eart'

eart' #i(ed wit' s#all sied ,oulders and 'ard ra)ell soil as per SS 20

"ate > cu# 34.75dd 100I e(tra *or narrow *oundati 34.75

091! >cu#

"estricted t 0!!!

2

con)eance o* all #aterials to site and all la,our c'ares *or #i(in

lain and curin etc co#plete *or 10 cu#.

9.00 cu# Cost o* 40## SS #etal 628.40 >cu# 5655.60

4 50 cu# ce#ent #ortar 15 1391 04 >cu# 6259 68

Cement concrete 2


76/181

and con)eance o* all #aterials to site and all la,our c'ares etc co#plete

PPP nos countr ,rics ; 2 3>4 = 2910.80 >1000nos 13360.57

2.50 cu# Ce#ent #ortar 15 1426.94 >cu# 3567.353.50 nos Mason class 243.00 >eac' 850.50

10.60 nos Mason class 218.00 >eac' 2310.80

7.10 nos Madoor class 153.00 >eac' 1086.30


0.88

/#2!/!!

"T& O"S /#2!/! >cu#"estricted to 2$!!!!

5

con)eance to t'e siteand all la,our c'ares *or llin

as per standard speecications

1.00 cu# sand *or llin 116.20 >cu# 116.201.00 cu# /a,our c'ares *or llin 10.85 >cu# 10.85

2/3!1

"T& O"S 2/3!1 >cu#

6

Standard specication

"T& O"S 2//! >cu#

7sur*ace in *oundation and ,ase#ent and in all Eoors *or " C C colu#n *ootin

colu#n plint' ,ea# ,ea#s roo* sla,s staircase steps ,ed ,locs critical pier etc

Collection and suppl o* sand and 8llingin to t'e ,ase#ent includin cost and

&e8llingt'e ,ase#ent wit' e>ca?ated eart7 ot'er t'an sand co#plin t'e

Su((l=ing and erectingcentering s'utterin includin necessar supports *or

PA+!

"ate per one operation *or MS s'eet anle 13509.00 >40 337.73

"ate per one operation *or struttin 3019.75 >5 603.95

M i d t f f 2! S


77/181

Main data for one use for 2! S5m

MS s'eet rate per one operation 337.73 >eac' 337.73

props rate per one operation 603.95 >eac' 603.95/S

3.80 nos Carpenter class 237.00 >eac' 900.60


1 nos +itter class 200.00 >eac' 200.00

/.S :edes 10.00

/.S !eriodical cleanin and paintin etc 21.52

/9!!!!i@ &ate for roof slab lintel beam /9!!! >SG#

"estricted t 23!!!

8

steel to site and all la,our c'ares *or strai'tenin cuttin to lent'

,endin to s'ape and tin in position and *or#in rills *or all ".C.C wors

1.00 MT Cost o* steel 39605.00 >#t 39605.00

0.01 #t Cost o* ,indin wire 42000.00 >#t 420.0035.00 nos +itter class 215.00 >eac' 7525.00

0.00

#311!!!

"T& O"S #311!!! >MT

"T& O"S #311 >F

9

includin cost and con)eance o* all #aterials to site and allla,our c'ares *or #i(in lain and curin etc co#plete *or 10 cu#

9 00 cu# 20## SS#etal 870 40 >cu# 7833 60

Su((l=ing and fabrication of steelincludin cost and con)eance o*

&einforced cement concrete 2


78/181

cost and con)eance o* all #aterials to site and all la,our c'ares etc

0.14 cu# Ce#ent #ortar 15 1426.94 >cu# 199.77




0.63

090!!

"T& O"S 090! >SG#

"estricted t 0!!!

12

SS #etal to 25## t'ic includin cost and con)eance o* all #aterials to site

and all la,our c'ares *or #i(in lain curin etc co#plete *or 10 cu#

9.00 cu# 10-12## SS #etal 699.90 >cu# 6299.10

4.50 cu# Ce#ent #ortar 12 3294.00 >cu# 14823.001.80 nos Mason class 218.00 >eac' 392.40



0.60

/0209!!

"T& O"S 2616.90 >cu#

25## T 2616.90 ( 0.025 Q 01#/ >SG#"estricted t 1!!!

13

!ro)idingranolit7ic ;oornis' in cement concrete 2


79/181

"estricted to 1!!!

16

wei't o* ce#ent includin cost and con)eance o* all #aterials to siteand all la,our c'ares etc co#plete *or 10 SG#

0.04 cu# Ce#ent #ortar 13 2272.70 >cu# 90.91




0.19

399!!"T& O"S 399! >cu#

17

wit' slaced li#e in t'e ratio o* 3212.5 includin cost and con)eance o* all

#aterials to site and all la,our c'ares *or #i(in lain and nis'in etc

co#plete *or 10 cu#

12.80 cu# ric Hell 20## 408.80 >cu# 5232.64

5.00 cu# slaced li#e 720.00 >cu# 3600.001.80 nos Mason Class 243.00 >eac' 437.40



0.06

2"9/#!!

"T& O"S 2"9/#! >cu#

"estricted to 2!!!!!18

#ortar 13 #i( and pointed wit' t'e sa#e oiled #ortar includin cost and

Pointing wit' ce#ent #ortar 13to *ull dept' o* tiles usin crudeoil 10I ,

6eat7ering course )it7 .ric* Bell= lime concreteusin 20## ,ric Hell

+inis'ed wit' one course o* (ressed tiles of sie /!>/!>/cmwit' ce#ent

PA+!/0


80/181

PA+!/1


81/181

PA+!/2


82/181

plane

PA+!/,


83/181

/9!!

#3!$

PA+!/)


84/181

PA+!/(


85/181


86/181

u))(in+ an' erectin+ s$utterin+

inc(u'in+ necessar su))ort for )(ance


87/181

7 !7.7! 170.00 *m 414.00

8 4.1 "#00.00 cum 1";0#.00

surface in /oun'ation asement an'

Roof s((a,s strutin+ u)to !."; 9$ei+$t for )(ane surfaces for f(oors for

RCC co(umn footin+s co(umns )(int$

,eam an' connecter' wit$

foun'ations +ra'e ,eams raft s(a,s

stair case ste)s ,e' ,(ocks critica(

)ier etc ,eams roof s(a,s usin+ mi('

stee(s$eets etc. com)(ete com)(in+

wit$ stan'ar' s)ecification an' as

'irecte' 26 - 155

Reinforce' Cement Concrete 1:":4

2one cement one an' $a(f san' an'

t$ree mac$ine ,roken stone usin+ "0

mm 6 +au+e mac$ine ,roken HG

meta( for RCC works e%c(u'in+ cost

an' 2a,rication otreinforcement an'

centernin+ s$utterin+ c$ar+es ,ut

inc(u'in+ curin+ an' )ro&i'in+ fi%tures

(ike fan c(am)sin t$e RCC f Roof

w$ere&er necessar etc as 'irecte'

, t$e 'e)artmenta( fficers com)(ete

com)(in+ wit$ stan'ar' s)ecification.

u))(in+ fa,ricatin+ an' )(acin+ in

(' ( ,, ' (

?(asterin+ wit$ Cement 9ortar 1:5

2one cement an' fi&e san' 1"mm


88/181

14 17.0 0.00 *m 105;.00

15 !;.74 70.00 *m "7#".00

16 "!.;1 50.00 cum 11;.00

17 1.## 1000.00 cum 1##0.00

t$ick in a(( f(oors inc(u'in+ mi%in+

mortar workin+ in a(( $ei+$ts curin+waterin+ wit$ a(( (ea's an' (ifts for

+oo' water etc. com)(ete com)(in+

wit$ stan'ar' s)ecification.

?(asterin+ wit$ Cement 9ortar 1:!

2one cement an' t$ree san' 1"mm

t$ick in a(( f(oors inc(u'in+ mi%in+

mortar workin+ in a(( $ei+$ts curin+waterin+ wit$ a(( (ea's an' (ifts for

+oo' water etc. com)(ete com)(in+

wit$ stan'ar' s)ecification.

Grano(it$ic f(oor finis$in+ wit$CC1:":4 mi% usin+ 10mm to 1"mm

6RC c$i)s "5mm t$ick inc(u'in+ costan' con&eance an' a(( (a,our

c$ar+es etc com)(ete.

eat$erin+ course wit$ ,roken ,rick

ee( for "0 mm sie mi%e' wit$ )ure

s(acke' (ime 2no san' to ,e use' in

)ro)osation of !":1".5 cft to )ro)er

+ra'ientwe(( ,eation wit$ woo'en

,eaters etc

/inis$e' wit$ one course of )resse'ti(es of sie "0%"0%"cm wit$ cement

mortar 1:! mi% an' )ointe' wit$ t$e

?aintin+ 3 coats of new iron works

suc$ as stee( 'oors win'ows


89/181

21 "".14 77.00 *m 1705.00

22 1.00 = !00.00

23 = = !0.00

24 = 500.00

25 Name ,oar' D =o+o = 500.00

26 ?$oto+ra)$ic c$ar+es = "00.00

27 Contin+encies an' ?..C$ar+es = 40.00

3ota( Amount 10000.00

A$$$TAT !+!!R 7R.D;

&enti(ators win'ow ,ars etc wit$ ,est

a))ro&e' first *ua(it of snt$eticename( )ait of a))ro&e' co(our o&er

t$e e%istin+ )rimin+ coats etc

com)(ete com)(in+ wit$ stan'ar'

s)ecification.

3owar's t$e cost an' su))( of 6C

wit$ foot rest inc(u'in+ a(( c$ar+es

etc. com)(ete

3owar's t$e cost an' su))( of ?C

Rain water )i)e inc(u'in+ a(( c$ar+es

etc. com)(ete

?ro&i'in+ Cu'a))a$ s(a, inc(u'in+ a((

c$ar+es etc. com)(ete


90/181


91/181

41.4#0


92/181


93/181

LEAD STATEME+T ms

Ce#ent >"ou'

Countr /i#e S'ellM.Tiles


94/181

Sand ricHell :ood

1 2 2 2 2 2

Sc7edule of &ates /!222/ra)el 2

( (!:% "ates ( ( ( $i'was s'. rates

( (Collectors appd rates ( ( ( /ocal "ates

I &ates of Labour II &ates of Material contd III &ates of )or*s Contd

1 Carpenter class 237.00 c Lime and cement c uarr=ing and blasting

2 Carpenter class 218.00 1 246.00

3 +itter class 215.00 1 Ce#ent 4400.00 2 :edin 'ard roc 492.00

4 +itter class 200.00 2 S'ell li#e 979.00 3 Mediu# roc ,lastin 126.00

5 +loor polis'er 188.00 3 /i#e stone 720.00 4 %rillin 'oles 50## 111.00

6 Mason class *or 243.00 4 rindin #ortor 87.80 5 %rillin 'oles 40 # 79.85

7 Mason class *or 218.00 5 Mi(in #ortor 35.90

8 Madoor class 153.00 Concrete ibrators Lift C7arges

9 Madoor class 138.00 1 !CC 21.80 1 Concrete PPP 73.50

Ce#ent >Steel

stone

Metal

Countrrics

/i#estone

S'ellli#e

!ressed

Tiles

$ard roc ,lastin St

r.

+loor

.

+loor

7 9515.00 3 MS nle 40.00 La=ing of &CC (i(es

8 6060.00 4 indin wire Mt 42000.00 1 600 to 900## dia 45.35

9 Ceilin tiles 20(20( 18.50 5 290.00 2 300 to 600## dia 28.75

Mosaic ;re=25(25

Mosaic ;re=20(20

s'eet300(1.6##>1SG >#2


95/181

10 2900.00 6 ron wors ; la,= 15.95 > 3 up to 300 ## dia 17.75Countr ,rics ; 23

2285.00 f &CC Hume Pi(es coller n Labour )roug7t (ut u( Do

1 900 ## dia K! 2.5# 2950.00 PPP 1 +ra#es>cu# 4239.00

2 750 ## dia 2.5# 2410.00 PPP 2 S'utters>sG# 479.00

Countr ,rics ; 21


96/181

b Stone and &oad materials 3 600 ## dia 2.5# 2075.00 PPP Miscellaneous Local &a

4 900 ## dia K! 1.0# 830.00 1 "ural sanita pan 160.00

1 288.00 III &ates of )or*s 2 ndian water closet 945.00

2 "ou'stone ; re)et 250.00 a Clearing t7e site 3 :as' ,asin 550(40 1310.00

3 ond stones 395.00 1 /i'Hunle 1.95 4 !aint lit 220.00

4 2 Scru, Hunle 1.85 5 :ood pri#er paint 136.00

5 F# stone1.65 ( 0.4 285.00 6 "ed o(ide paint 85.00

6 $# stone 0.75 (0.2 148.00 b Dismanling 7 Ce#ent paint 126.00

7 113.00 8 !lastic e#ulsion 273.00

8 Cut stone rou'l d 2830.00 1 21.25 9 %iste#, 68.00

ISS Metal 2 65.15 10 :'ite ce#ent ;= 19.95

8 40## #etal 616.00 3 79.85 11 C S'eet sG# 152.00

9 20## #etal 858.00 4 /i#e concrete 101.15 12 Crude oil 15.00

10 12## #etal 792.00 5 Ce#ent concrete 137.00 13 lass tiles 0.15(0.1 8.40

11 10## #etal 583.00 6 "CC 2083.00 14 --do-- 0.10(0.20 7.35

12 6## #etal 396.00 7 C'ippin concrete 11.55 15 Cera#ic tiles 0.20 14.10

13 ra)el 106.00 8 !res.tiles :C 13.30 16 --do-- 0.305(0.305 31.50

14 :ell ra)el 94.00 17 --do-- 0.400(0.400

"ou'stone ;#asonr

Stonesla, ;3 *ace 1 ln=

uard stone0.23(0.2

ric>stone in cla

ric>stone in li#e

ric>stone in ce#ent

>#2

>#2

15 Sand *or #ortor 110.00 I Electri8cation 18 $ollow ,loc 16(4(8

16 Sand *or llin 110.00 Con /i't +an !t S% 22 1148.90 >pt 19 $ollow ,loc 16(6(8

17 Con !lu point S% 36 606.60 >pt 20 $ollow ,loc 16(8(8Cla *orpuddle #as


97/181

18 297.00 4(en/i't +an !t S% 19 983.40 >pt 21 :ater proon co# 36.75

19 286.00 4(en!lu point S% 34 516.00 >pt I Steel Doors entilato

20 264.00 16 #p %!C S% 136 531.60 >pt 1 Two lea* : 0.90(1 2153.00

21 ranite sla, sG# 1470.00 Meter ,oard S%120 1102.80 >pt 2 Steel at1.20(1.80 1398.00

ser). !ipe S% 67 269.00 ># 3 Sinle lea* % 0.90 1297.00

I&C Metal Ser).#ain S% 62 39.85 ># 4 Two lea* % 1.10(2. 1523.00

1 45 ## #etal 628.00 rial +use S% 124 117.70 >pt 5 Two lea* : 0.90(1 2315.00

2 25 ## #etal 605.00 440: tu,e S% 83 420.80 >no 6 inc door 0.75(1.80 950.00

3 11.2 ## #etal 553.00 Ceilin.+an S% 106 1473.95 >no 7 ?entilator 0.90(0.4 1728.00

4 6 ## #etal 411.00 $ +ittin S% 80 371.05 >no 8 T? S'utter 0.90(0.7 1398.00

40: ,ul, S% 77 87.55 >no 9 !% s'op count 0.45(1759.00

Con?e=ance of Material b= road in PLAI+S for t7e =ear /!22 2/

%istance in F#

1 2 3 4 5 6 7 8

1 Co-eBcient 1.00 1.10 1.60 1.35 1.80 2.25

2 ncidental c'ar 0.00 0.00 0.00 0.00 0.00 0.00

3 dd *or e)er e(tra 1 # part t'ere

a 0 -10 F#s 4.00 4.40 6.40 5.40 7.20 9.00, 10 - 20 F#s 3.45 3.80 5.50 4.65 6.20 7.75

c 20 40 F#s 3 05 3 35 4 85 4 10 5 45 6 85

Cuddapa' sla, 50#

Cuddapa' sla, 38>40

Cuddapa' sla, 20>30

Sl.Ko.

Ce#ent Steel1 M.T

/i#e stone

,ric HellwoodworStone dust

;1Cu#=

"ou' stoneMetal sand

ra)elsurieart'Crus'ed

stone sand;1Cu#=

T'ird class Countr,rics ;Filn ,urnt=;1000 Kos=

M.Tiles;1000=pressed

tiles;2000=Mosaic

Eoorin tiles;1500=

ric class

C'a#,er,rics+l s'

,rics ;1000Kos=

5 20## iss #et 2 0.00 2 6.20 12.40 0 5.50 0.00 0 4.85 0.00 0 PPP 0.00 0

6 10-12## #et 2 0.00 2 6.20 12.40 0 5.50 0.00 0 4.85 0.00 0 PPP 0.00 0

7 6-10## #etal 2 0.00 2 6.20 12.40 0 5.50 0.00 0 4.85 0.00 0 PPP 0.00 0


98/181

8 sand *or #ortar 2 0.00 2 6.20 12.40 0 5.50 0.00 0 4.85 0.00 0 PPP 0.00 0

9 sand *or llin 1 0.00 1 6.20 6.20 0 5.50 0.00 0 4.85 0.00 0 PPP 0.00 0

10 steel 1 0.00 1 5.00 5.00 0 3.45 0.00 0 3.05 0.00 0 PPP 0.00 0

11 2 0.00 2 9.00 18.00 0 7.75 0.00 0 6.85 0.00 0 PPP 0.00 0

12 Countr ,rics 2 0.00 2 5.40 10.80 0 4.65 0.00 0 4.10 0.00 0 PPP 0.00 0

13 ,ric Hell 20 2 0.00 2 4.40 8.80 0 3.80 0.00 0 3.35 0.00 0 PPP 0.00 0

14 s'ell li#e 0 0.00 0 6.40 0.00 0 5.50 0.00 0 4.85 0.00 0 PPP 0.00 0

15 /i#e stone 0 0.00 0 4.40 0.00 0 3.80 0.00 0 3.35 0.00 0 PPP 0.00 0

16 pressed tiles 2 0.00 2 7.20 14.40 0 6.20 0.00 0 5.45 0.00 0 PPP 0.00 0

17 C: plans 0 0.00 0 6.40 0.00 0 5.50 0.00 0 4.85 0.00 0 PPP 0.00 0

18 C: scantlins 0 0.00 0 6.40 0.00 0 5.50 0.00 0 4.85 0.00 0 PPP 0.00 0

19 ra)el 1 0.00 1 6.40 6.40 0 5.50 0.00 0 4.85 0.00 0 PPP 0.00 0

20 cutstone roul 2 0.00 2 6.40 12.80 0 5.50 0.00 0 4.85 0.00 0 PPP 0.00 0

21 25## "C #et 2 0.00 2 6.40 12.80 0 5.50 0.00 0 4.85 0.00 0 PPP 0.00 0

22 11.2## "C # 2 0.00 2 6.40 12.80 0 5.50 0.00 0 4.85 0.00 0 PPP 0.00 0

23 6## "C #eta 2 0.00 2 6.40 12.80 0 5.50 0.00 0 4.85 0.00 0 PPP 0.00 0

24 45## "C #et 2 0.00 2 6.40 12.80 0 5.50 0.00 0 4.85 0.00 0 PPP 0.00 0

on?e=ance of Material b= road in HILL: areas for t7e =ear /!2! 22

%istance in F# Countr ,rics

Class ,rics23(11.50(7.5

Sl.Ko

Ce#ent 1M T

Steel1 00MT

/i#e stone ,ricHell woodwor

"ou' stone Metalsand ra)elsuri

M.Tiles;1000=pressed

ric classC'a#,er ,rics


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100/181

orJ6

tes


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tes

220.00 210.00

cotton waste

23.10 8.00

Kew:ood

Kewron

ColourCe#ent

Electri8cation

/i't +an !t S% 24

,earer wire


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s

>SG#

>SG#

>SG#

>SG#

>SG#

>&

>SG#

>SG#

>SG#

3.65 0.00 2/#! 0.00

3.65 0.00 2/#! 0.00

3.65 0.00 2/#! 0.00

3.65 0.00 2/#! 0.00


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3.65 0.00 2/#! 0.00

3.65 0.00 0/! 0.00

2.30 0.00 1!! 0.00

5.15 0.00 2$!! 0.00

3.10 0.00 2!$! 0.00

2.50 0.00 $$! 0.00

3.65 0.00 !!! 0.00

2.50 0.00 !!! 0.00

4.10 0.00 3/! 0.00

3.65 0.00 !!! 0.00

3.65 0.00 !!! 0.00

3.65 0.00 0#! 0.00

3.65 0.00 2/$! 0.00

3.65 0.00 2/$! 0.00

3.65 0.00 2/$! 0.00

3.65 0.00 2/$! 0.00

3.65 0.00 2/$! 0.00


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ESTIMATE

Name of c$eme:C9?GH "011-1"

Name of ork: Construction of Green House @

CUMBUM PANCHAYAT UNION

st A )art i++


District' Theni !stimate ' Rs. 1.(0 :a"hs


1 !arth wor" excaation for foundation in all class of soils except hard roc" re9uiring #lasting #ut


105/181

3ainwall alround 1 x 1 20.,/0 0./00 0.(0 12.2,

&ross walls in #etween

a;:iing5$it out and


106/181

ric" *inin, for )+int eam

3ain >all alround 1 x 2 20.,/0 0.0( 0.110 0.,)

&ross wall in #etween

a;:iing5$it out and


107/181

S$per str$ct$re

3ain >all alround 1 x 1 20.,/0 0.2,0 2.100 ./)


:iing5$it out and indows -1 x ( 0.00 0.2,0 1.200 -1.2)

Toilet &orner pillars 1 x 2 0.2,0 0.2,0 2.100 0.22

Toilet side wall 1 x 1 1.1( 0.11( 2.100 0.2/Toilet rear side wall 1 x 1 1.1( 0.11( 2.100 0.2/

Toilet door side wall 1 x 1 1.1( 0.11( 2.100 0.2/

Deduct Door D1 opening -1 x 1 0.(0 0.11( 2.100 -0.1/

Deduct Toilet Folly -1 x 1 0.00 0.11( 0.)(0 -0.0,

Partition >all

1 x 1 2.))0 0.120 2.100 0.1

10.1, 1/00.00 1/2,)

2

*inte+ ottom

D 6 ? %ottom ) x 1 0.00 0.2, 0./,

> %ottom ( x 1 0.00 0.2, 1.0)

Toilet Door %ottom 1 x 1 0.00 0.12 0.11

&ross wall in #etween indows sunshade sides , x 2 0.00 0.00 0.22

Rear >indow sunshade sides 1 x 1 0.00 0.00 0.0)


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Rear side sunshade #ottom 1 x 1 ,.2 0. 1.Toilet Door $unshade #ottom

Rear side lintel a#oe D 6 > 1 x 1 ,.20 0.1(0 0.)

Toilet roof inner 1 x 1 1.20 1.20 1.

Toilet Three sides allround 1 x 1 ).,,0 0.100 0.),

1 x 2 2.))0 0.1(0 0.,

Doors 6 ?pen sides 2 x 2 1.,0 0.1(0 0./2

, x 1 1.,0 0.1(0 0.1

11., 10.00 1).10

,

/33 1033 10mm /mm

1 x ) 2./0 m 0.2 "g8m .) 2. 11.2

1 x ) ,.21 m 0.2 "g8m . 0.2, 12./)

, x ) 1.,1 m 0.2 "g8m .( 1(.2

1 x ) 2./( m 0.2 "g8m .0 11.)

>all $tirrup 10mm erandah 1 x 1 1.1 m 0.2 "g8m 20.1) 2. ,2.)



109/181

Toilet roof /mm 1 x 10 1.(2 m 0., "g8m (., 1(.2

Toilet roof /mm 1 x 10 1., m 0., "g8m ., (./ 1.,

1 x ( 2./( m 0., "g8m (.(

) 1).2(

$unshade Rear distri#utor /mm 1 x , ,.1 m 0., "g8m ).22 10./,

, x , 1.,1 m 0., "g8m ).0 11.

:intel Door 6 ?pen 10mm 2 x ) 1.,1 m 0.2 "g8m .(0 10.)/

$tirrups /mm for D 6 ? 1 x 0. m 0., "g8m 2.,2 (.)

) x ) 1.( m 0., "g8m .2 2(.))

) x ) 1.)/ m 0., "g8m .2) 2,./

).( (/., ).1, 11.1/

1,2.2 ).(( ,20.,/) (/.,1 ).(02 1,2.20/

)

20 10mm 2.) (/., 1)2.2, 2,.0(

c :intel 1 x 1 ,.20 0.2,0 0.1(0 0.11

1 x 1 ,.0 0. 0.0 0.1,

>indows :intel and D6? :intel ( x 1 1.,0 0.2,0 0.1(0 0.2,

$unshade erandah distri#utor/mm

>indow $unshade distri#utor/mm

Toilet Distri#utor /mm Top 6%ottom

Toilet Distri#utor /mm Top 6%ottom

.Reinforced &ement &oncrete 1'2') 7one cement one and half sand and three machine#ro"en stone; using 20 mm $$ gauge

Rear Door and >indowsunshade

, x 1 1.,0 0. 0.0 0.1(

1 x 1 2.))0 0.120 0.1(0 0.0)

Toilet Roof 1 x 1 1.(20 1.)1 0.100 0.21

1.1 2/00.00 ,2)/

?er ront5:eft and Rightwindows sunshade



110/181

29796.48

st A )art i++ ,,2./2

1.,1

A )art i++


1

S$per str$ct$re

3ain >all alround a#oe :intel 1 x 1 20.,/0 0.2,0 0.00 ).22

%ric" wor" in cement 3ortor 1'( 7?ne cement and lie sand; using class %ric"s for thefollowing including mixing mortar and all other la#our charges etc complete A#oe

#asement


111/181


:iing5$it out and all

1 x 1 2.))0 0.120 0.00 0.2

e&$ctions-

erandah :intel -1 x 1 2.0 0.2,0 0.1(0 -0.0

Rear D 6 > :intel -1 x 1 ,.20 0.2,0 0.1(0 -0.11

ront erandah side wall -1 x 1 0.2,0 0./0 0.0( -0.02

indows :intel -, x 1 1.,0 0.2,0 0.1(0 -0.1)

-1 x 1 2.))0 0.120 0.1(0 -0.0)

Toilet Roof -1 x 1 1.(20 0.2, 0.100 -0.0, ).) 1.

).) 1/00.00 /(,2.00 2.,0

2

0.12

1 x 1 ,.00 2.20 0.100 0./2 0.2,

& 1 x -1 0.(00 0.)00 0.100 -0.02



112/181

Toilet 1 x 1 1.1)0 1.1)0 0.100 0.1, $it out 1 x 1 2.20 0.)0 0.100 0.11

Deduct >& 1 x -1 0.(00 0.)00 0.100 -0.02

2.0 100.00 ,2.00

)

).2

%ed 6


113/181

Parapet wall allround 1 x 1 20./)0 0.11( 0.,00 0.2 1/00.00 12.00

,00.0)

st A )art i++ ,,2./,

A )art i++ 2.)/

102175.35

%ric" wor" in cement 3ortor 1'( 7?ne cement and lie sand; using class %ric"s for thefollowing including mixing mortar and all other la#our charges etc complete A#oe

#asement


114/181

A )art i++


District' Theni !stimate Rs. 1.(0 :a"hs


1. %ric" wor" in cement 3ortor 1'( 7?ne cement and lie sand; using class %ric"s


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&u##oard wall2 x 1 0., 0.11 2.1 0.1)

D?> 0.x1.20m

$t l d 1 ( 0 1 2 ( )0 1000 00 ()00 00


116/181

$teel door 1 x ( 0. 1.2 (.)0 1000.00 ()00.00

,00.00

&eiling

:iing 1 x 1 ,.( 2.)) .1(

%edroom 1 x 1 2., 2.)) .


117/181

Deduct >& 1 x -1 0.(00 0.)00 -0.20

23.91 50.00 11(.(0

&eiling

:iing 1 x 1 ,.( 2.)) .1(

%edroom 1 x 1 2., 2.)) .hilte washing T>? coat using #est freshly #urnt white shell lime in all the floors5including cost of lime #lue powder5 feicol type gums5 #rushes5 scaffolding5scaffolding charges etc.5 complete with standard specification.

46143.45

st A )art i++ ,,2.1


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A )art i++ 2.,(

A )art i++ ,)1,0.00

146442.51


119/181

&ement

2).)/ 1.,


120/181

10.(


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1,.

1).2

2./)/

7/24/2019 Green House (Final) Est & Mt for 4 Part Bills 1.60-Cumbum- With

Green House (Final) Est & Mt for 4 Part Bills 1.60-Cumbum- With Fina

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Transcript of Green House (Final) Est & Mt for 4 Part Bills 1.60-Cumbum- With Fina