quantity estimate sludge drying bed

8/17/2019 Quantity Estimate Sludge Drying Bed

1/30

QUANTITY ESTIMATE FOR SLUDGE DRYING BED

SN Description of Work No Unit L(! B(! "(! Q#$ntit% Re$rks

A SLUDGE DRYING BED

& E$rt' ork

&)&)&E*W Fi++in, in BMS soi+ 1 m3 28 25 0.6 420.00

Tot$+ -./)//

&). E$rt'ork For E0c$1$tion

&).)&E$rt' ork For SDB $++ 0.00

short wall 5 m3 19.3 0.7 0.5 33.78

long wall 2 m3 26.4 0.7 0.5 18.48

&).).E$rt' ork for pipe 0.00

perforated pipe 5 m3 21.25 0.9 0.5 47.81

Carrier pipe 1 m3 25.5 0.6 0.5 7.65

&).)2E$rt' Work For co+#n 3$se 22 m3 1.5 1.5 1.5 74.25

&).)-E$rt' Work For Tie 3e$

short wall 2 m3 23.4 0.6 1.5 42.12

long wall 2 m3 27.6 0.6 1.5 49.68

&).)4E$rt' Work For s+#5,e In+et 6it 0.00

short wall 2 m3 2.45 0.7 1.5 5.15

long wall 2 m3 3.7 0.7 1.5 7.77

&).)7 1 m3 1 0.7 1.5 1.05

Tot$+ .89)92

. Stone So+in, ork

.)& $++

short wall 5 m3 19.3 0.7 0.2 67.55

long wall 2 m3 26.4 0.7 0.2 36.96

.). Stone So+in, ork for pipe 0 0 0 0 0.2 0

perforated pipe 5 m3 21.25 1.9 0.2 201.875

Carrier pipe 1 m3 25.5 0.6 0.2 15.3

.)2 Stone So+in, ork For co+#n 3$se 22 m3 1.5 1.5 0.2 49.5

.)- Stone So+in, ork For Tie 3e$ B$se 0 0 0 0 0.2 0

short wall 2 m3 23.4 0.6 0.2 28.08

long wall 2 m3 27.6 0.6 0.2 33.12

.)4 Stone So+in, ork For s+#5,e In+et 6it 0 0 0 0 0.2 0

short wall 2 m3 2.45 0.7 0.2 3.43

long wall 2 m3 3.7 0.7 0.2 5.18

.)7 1 m3 1 0.7 0.2 0.7

.)9 Stone So+in, ork For Sp+$s' 6+$te 15 m3 0.5 0.5 0.15 3.75

Tot$+ 441.70

E$rt' Work For :onnectin, :'$nne+Bet;n In+et 6it $n5 SDB

Stone So+in, ork For :onnectin,:'$nne+ Bet;n In+et 6it $n5 SDB


2/30


2 &


3/30


short wall 5 m3 19.5 0.475 0.125 5.79

long wall 2 m3 25.5 0.475 0.125 3.03

-)&)2 Above 2nd footing

short wall 5 m3 20 0.25 2.15 53.75

long wall 2 m3 25.25 0.25 2.15 27.14

For c'$nne+ 3$se

short wall 5 m3 15 0.25 0.125 2.34

long wall 1 m3 25.25 0.45 0.125 1.42

-). Brick $sson$r% ork For Tie 3e$ 0.00

-).)& 1st Footing

short wall 2 m3 23.5 0.5 0.125 2.94

long wall 2 m3 27.5 0.5 0.125 3.44

-).). 2nd footing

short wall 2 m3 23.3 0.6 0.125 3.50

long wall 2 m3 27.7 0.6 0.125 4.16

-).)2 Above 2nd footing

short wall 2 m3 23.3 0.6 1.3 36.35

long wall 2 m3 27.5 0.6 1.3 42.90

-)2 Brick ork For s+#5,e In+et 6it 0.00

-)2)& 1st Footing

short wall 2 m3 2.35 0.6 0.125 0.35

long wall 2 m3 3.6 0.6 0.125 0.54

-)2). 2nd footing

short wall 2 m3 2.35 0.475 0.125 0.28

long wall 2 m3 3.6 0.475 0.125 0.43

-)2)2 Above 2nd footing

short wall 2 m3 2 0.35 2.94 4.12

long wall 2 m3 3.25 0.35 2.94 6.69

-)-

1st Footing 1 m3 0.4 0.6 0.125 0.03

2nd footing 1 m3 0.525 0.475 0.125 0.03

Above 2nd footing 1 m3 1 0.35 0.94 0.33

For channel ase 1 m3 1 0.5 0.15 0.08

Brick M$sson$r% ork For Sp+$s' 6+$te 15 m3 0.5 0.5 0.9 3.38

Tot$+ 214.11

4 Calculation for Reinforcement bars

Column

440 !g 1.5 586.67

R.C.C. In Column 16 mm Dia Bar 88 !g 4.9 681.40

Brick Work For :onnectin, :'$nne+Bet;n In+et 6it $n5 SDB

R.C.C. In Column Base (Foooting Net)12 mmdia Bar


4/30


tirru!s "mm dia m#s bar 473 !g 1.15 214.89

SDB Tie beam !g

$ong %all 12 mm dia m#s bar 8 !g 27.75 197.33

&ort %all 12 mm dia m#s bar 8 !g 24.5 174.22

Stirrups !g

$ong %all "mm dia m#s bar 278 !g 1.15 126.07

&ort %all "mm dia m#s bar 245 !g 1.15 111.31

Intake it Tie beam at lint! level !g



Stirrups !g



Intake it Tie beam at Top



Stirrups !g



Slab !g

'ain bar 1 mm dia m#s bar (o!) 43 !g 3.45 92.28

Distribution Bar 1 mm dia m#s bar (Bottom) 27 !g 2.2 36.21

Tot$+ .2-2)27

7 6+$ster Work

6+$ster ork For SDB $++

short wall 10 m3 20 1.515 303.00

long wall 4 m3 26.25 1.515 159.08

6+$ster Work For s+#5,e In+et 6it 0.00

short wall 4 m3 2 2.2 17.60

long wall 4 m3 3.25 2.2 28.60

2 m3 1 1.9 3.80

6+$ster ork For Sp+$s' 6+$te (Si5e F$ce! 0.00

"ide Face 45 0.5 0.9 20.25

#op Face 15 0.5 0.5 3.75

Tot$+ 536.0750

9 Be55in, M$teri$+s

Fine "and $3%75 mm& 5 m3 20 6 0.15 90.00

Co'rse "and $1%3 mm& 5 20 6 0.075 45.00

Fine (ra)el $4%10 mm& 5 20 6 0.075 45.00

*edi'm (ra)el $10%20 mm& 5 20 6 0.075 45.00

6+$ster ork For :onnectin, :'$nne+Bet;n In+et 6it $n5 SDB


5/30


Co'rse (ra)el $20%40 mm& 5 20 6 0.075 45.00

8 Tr#ss (.- M Sp$n!

10 !g 45.86 1655.55

10 !g 70.468 5581.07

18 27.85 2556.63

Tot$+ 9793.24

> Roof :o1erin,

C.(.+. "heet 26 (a'ge Commercial 2 m2 28.25 13.135 742.13

,idge -or! $(.+. lane "heet/28 (a'ge& 1 m 28 28.00

&/ 6I6E AND FITTING WOR=S

4 m 25 100

300 ** + + 10 !gcm2 1 m 35 35

2 m 28 56

1 m 50 50.00

&& .4/@&// :ontro+ G$te on :'$nne+ 8 no 8.00

-eight of 2 $48.3 mm& t dia.&medi'm

#''lar ar-eight of 3 ea) $65 mm t.ia.''larar

-eight of 2 $48.3 mm& t dia.&medi'm #''lar ar

150 ** + ,F,# + 10!gcm2

C.(.+ lane "heet 28 (a'ge g'tter for rainwater disposal

110 ** + + 4 !gcm2 forraining ('tter o'tlet


6/30

ABSTRA:T OF :OST

A S+#5,e Dr%in, Be5

SN Description of Work Unit Q#$ntit%

R$te

per #nit

& m3 287.733 866.34

. m2 420.000 136.22

2 m2 214.107 9747.98

- m2 536.075 272.78

4 m3 441.695 1952.70

7 m3 111.68 7686.03

7 !g 2343.36 107.07

8 Be55in, M$teri$+s

m3 90.00 1477.75

arthwor! in eca)ation for fo'ndation/pipe lie etc. for o'lder mied soilincl'ding disposal 'pto 10m ha'lagelead and 1.5 m lift Filling with earth stac!ed at site with150 mm thic! laers with wellcompaction witho't watering/ etc. allcomplete.ro)iding laing First class chimnemade ric! masonr wor! in fo'ndation

and (ro'nd Floor with 1:6 cement sandmortar $1 cement : 6 sand& incl'dinglead 'pto 30 m c'ring/ cleaning rac!ing o't mortar ;oint and ma!ingd'cts/ recesses where reed in position indingwith 14 ga'ge *.". wire incl'ding thecost of c'tting/ ending/ inding/carring/ lifting/ etc. all complete as perdrawing speci>cation.

Fine "and $.3%.75 mm& collection/placingand le)elling


7/30

m3 45.00 1370.23

m3 45.00 1591.60

m3 45.00 1541.00

m3 45.00 1541.00

> Tr#ss (.- M Sp$n!

!g 9793.24 109.25

&/ Roof :o1erin,

m2 742.13 1140.66

m 84.00 3369.50

&& m 100.00 1590.08

m 35.00 5634.76

m 50.00 502.45

Co'rse "and $1%3 mm&collection/placing and le)elling

Fine (ra)el $4%10 mm&collection/placing and le)elling

*edi'm (ra)el $10%20mm&collection/placing and le)elling

Co'rse (ra)el $20%40 mm&collection/placing and le)elling

"'ppling and placing #''lar "teel

#r'ss >ed in position incl'ding thecost of positioning/c'tting/-eldingcarring/ lifting/ etc. all complete as perdrawing speci>cation.

"'ppling and placing C.(.+. "heet 26(a'ge Commercial >ed in positionincl'ding the cost of positioning/c'tting/carring/ lifting/ etc. all complete as perdrawing speci>cation.

"'ppling and placing lane C.(.+."heet 28 (a'ge >ed in positionincl'ding the cost ofpositioning/c'tting/carring/ lifting/ etc.all complete as per drawing speci>cation.'pp ng an p ac ng

erforated pipe >ed in positionincl'ding the cost ofpositioning/c'tting/carring/ lifting/ etc.all complete as per drawing speci>cation.

"'ppling and placing 300 ** + pipe >ed in position incl'dingthe cost of positioning/c'tting/carring/lifting/ etc. all complete as per drawing speci>cation.

"'ppling and placing 110 ** 4!gcm2+ pipe >ed in positionincl'ding the cost ofpositioning/c'tting/carring/ lifting/ etc.

all complete as per drawing speci>cation.


8/30

no 8.00 6579.44

#otal

Constr'ction 150 ** + erforated pipe >ed in position incl'dingthe cost of positioning/c'tting/carring/lifting/ etc. all complete as per drawing speci>cation.


9/30

Ao#nt

N)RS)

249275.12

57211.35

2087107.09

146230.54

862497.83

858382.00

250905.54

132997.50


10/30

61660.13

71622.00

69345.00

69345.00

1069911.64

846518.16

283038.00

159008.20

197216.55

25122.33


11/30

52635.50

???


12/30

QUANTITY ESTIMATE FOR :OM6OSTING BED

SN Description of Work No Unit B(! "(! Q#$ntit%Re$rk

B :opostin, Be5

& E$rt' ork

&)& E*W For Fi++in, in BMS soi+ 1 m3 24 17 0.2 82.45

Tot$+ 8.)-4

&). E$rt' Work For co+#n 3$se 18 m3 1.5 1.5 1.5 60.75

&)2 E$rt' Work For Tie 3e$

short wall 2 m3 16.4 0.6 1.5 29.52

long wall 2 m3 25 0.6 1.5 44.73

Tot$+ &24)//

. Stone So+in, ork

.)& 18 m3 1.5 1.5 0.15 6.08

.).

short wall 2 m3 16.4 0.6 0.15 2.95

long wall 2 m3 25 0.6 0.15 4.47

Tot$+ 13.50

2 &


13/30

1st Footing

short wall 2 m3 16.5 0.5 0.125 2.06

long wall 2 m3 25 0.5 0.125 3.09

2nd footing

short wall 2 m3 16.6 0.375 0.125 1.56

long wall 2 m3 25 0.375 0.125 2.31

Above 2nd footingshort wall 2 m3 16.5 0.25 1.3 10.73

long wall 2 m3 24 0.25 1.3 15.76

Tot$+ 35.51

" Calculation for Reinforcement bars

Column

360 !g 1.5 480.00

R.C.C. In Column 16 mm Dia Bar 72 !g 6.35 722.49

tirru!s "mm dia m#s bar 633 !g 1.15 287.36

Tie beam !g $ong %all 12 mm dia m#s bar 8 !g 25 176.00


Stirrups !g



'ain bar 1 mm dia m#s bar 166 !g 3.8 388.60

Distribution Bar 1 mm dia m#s ba 23 !g 25 356.48

Tot$+ 2#2#$%2

7 Tr#ss (&9 M Sp$n!

9 !g 27 881.45

9 !g 36 2571.07

14 !g 25 1774.29

Tot$+ 5226.81

9 Roof :o1erin,

2 m2 25 9.5 479.75

1 m 25 25.25

8 R$in $ter Dr$inin, Works

R.C.C. In Column Base (FoootingNet)12 mm dia Bar

R):): (M./! ork on 3e5s#rf$ce for e'ic#+$r Access

-eight of 2 $48.3 mm& tdia.&medi'm #''lar ar

-eight of 3 ea) $65 mmt.ia.''lar ar


. . .Commercial

,idge -or! $(.+. lane "heet/28(a'ge&


14/30

8)& 2 m 25 50.5

8). 1 m 50 50.00

C.(.+ lane "heet 28 (a'geg'tter for rain water disposal

!gcm2 for raining ('ttero'tlet


15/30

ABSTRA:T OF :OST

B :opostin, Be5

SN Description of Work Unit #$ntit

R$te Ao#nt

per #ni N)RS)

& m3 ??? 866.34 116956.35

. m2 82.450 136.22 11231.13

2 m2 35.511 ??? 346159.73

- m3 13.500 ??? 26361.45

4 m3 122.03 ??? 1096634.10

7 !g ??? 107.07 292016.66

9 Tr#ss (&9 M Sp$n!

!g ??? 95.00 496547.26

8 Roof :o1erin, 0.00

arthwor! in eca)ation for fo'ndation/pipe lie etc. for o'lder mied soilincl'ding disposal 'pto 10m ha'lage leadand 1.5 m lift

Filling with earth stac!ed at site with 150mm thic! laers with well compactionwitho't watering/ etc. all complete.

ro)iding laing First class chimnemade ric! masonr wor! in fo'ndation

and (ro'nd Floor with 1:6 cement sandmortar $1 cement : 6 sand& incl'ding lead'pto 30 m c'ring/ cleaning rac!ing o'tmortar ;oint and ma!ing d'cts/ recesseswhere reed in position incl'ding the cost ofpositioning/c'tting/-elding carring/lifting/ etc. all complete as per drawing

speci>cation.


16/30

m2 ??? ??? 2932726.65

>

m 75.75 160.00 12120.00

&/

m 50.00 ??? 91750.00

#otal 5/422/503.33

"'ppling and placing C.(.+. "heet 26(a'ge Commercial >ed in positionincl'ding the cost of positioning/c'tting/carring/ lifting/ etc. all complete as perdrawing speci>cation.

"'ppling and placing lane C.(.+. "heet28 (a'ge >ed in position incl'ding thecost of positioning/c'tting/carring/lifting/ etc. all complete as per drawing speci>cation.

"'ppling and placing 110 ** 4!gcm2+ pipe >ed in position incl'dingthe cost of positioning/c'tting/carring/lifting/ etc. all complete as per drawing speci>cation.


17/30

QUANTITY ESTIMATE FOR EA6ORATION TAN=


: E1$por$tion T$nk

& E$rt' ork

&)& 1 m3 41.75 18.5 1.75 1351.66&). E$rt Wor For co #n $se 30 m3 1.5 1.5 1.5 101.25

&)2 E$rt' Work For $++ 3$ses ort wa 2 m3 17 0.7 2.25 53.55long wall 2 m3 21.25 0.7 2.25 66.94

Tot$ 1573.39

. Stone So+in, ork .)& Stone So n, or n 6on 1 m3 41.75 18.5 0.15 115.86

.). 30 m3 1.5 1.5 0.15 10.13

E$rt Wor For $ $seshort wall 2 m3 17 0.7 0.15 3.57

ong wa 2 m3 21.25 0.7 0.15 4.46

Tot$ 134.012 &


18/30

14 !g 43.05 3073.77

Tot$+ 9566.06

8 Roof :o1erin,

2 m2 43.25 10.605 917.33

1 m 43.25 43.25

&& R$in $ter Dr$inin, Works

&&)2 2 m 43.25 86.5

&&)- 1 m 50 50.00


. . .Commercial

,idge -or! $(.+. lane "heet/28(a'ge&

C.(.+ lane "heet 28 (a'geg'tter for rain water disposal

110 ** + + 4!gcm2 for raining ('tter o'tlet


19/30

ABSTRA:T OF :OST

c E1$por$tion T$nk


R$te Ao#nt

per #nit N)RS)

1 m3 1573.394 866.34 1363099.13

2 m3 103.716 9747.98 1011018.84

3 m2 216.900 272.78 59165.98

4 m3 134.014 0.00

5 m3 178.51 7686.03 1372041.93

6 !g 3163.60 107.07 338729.55

9 Tr#ss (.- M Sp$n!

!g 9566.06 95.00 908775.51

8 Roof :o1erin, 0.00

arthwor! in eca)ation for fo'ndation/pipe lie etc. for o'lder mied soilincl'ding disposal 'pto 10m ha'lage leadand 1.5 m lift

ro)iding laing First class chimnemade ric! masonr wor! in fo'ndationand (ro'nd Floor with 1:6 cement sandmortar $1 cement : 6 sand& incl'ding lead'pto 30 m c'ring/ cleaning rac!ing o'tmortar ;oint and ma!ing d'cts/ recesses

where reed in position inding with 14ga'ge *.". wire incl'ding the cost ofc'tting/ ending/ inding/ carring/ lifting/etc. all complete as per drawing speci>cation.

"'ppling and placing #''lar "teel #r'ss>ed in position incl'ding the cost ofpositioning/c'tting/-elding carring/lifting/ etc. all complete as per drawing

speci>cation.


20/30

m2 917.33 1140.66 1046368.20

>

m 129.75 160.00 20760.00

&/

m 50.00 5634.76 281737.93

#otal 6/401/697.08

"'ppling and placing #ransparent "heet26 (a'ge Commercial >ed in positionincl'ding the cost of positioning/c'tting/carring/ lifting/ etc. all complete as perdrawing speci>cation.

"'ppling and placing lane C.(.+. "heet28 (a'ge >ed in position incl'ding thecost of positioning/c'tting/carring/lifting/ etc. all complete as per drawing speci>cation.

"'ppling and placing 300 ** 6!gcm2+ pipe >ed in position incl'dingthe cost of positioning/c'tting/carring/lifting/ etc. all complete as per drawing speci>cation.


21/30

Q#$ntit% Esti$te For Ri1er Tr$inin, Works $n5 Access Ro$5

SN Description of Work No Unit B(! "(! #$ntit Re$rks

D

& E$rt' Work

&)& For ccess ,oad in l'ms'm 1 m3 250 7.5 0.2 375.00

&). - eca)ation in @*" soil 1 m3 27 1.8 1.8 87.48

&).)& - eca)ation in @*" soil 1 m3 110 3 0.5 165.00

Tot$+ 627.48

. 1 m3 27 1.8 0.2 9.72

2 1 m3 27 1.8 0.1 4.86

- 1 m3 27 1 3.45 93.15

4 G$3ion Works

4)& 220 no 110 3 1 220.00

4). 73 m3 110 1 1 73

Tot$+ 293

4)2 110 m3 110 2 1 110.00

Tot$+ 110.00

7 1 m3 250 7.5 0.15 281.25

9 1 m3 250 7.5 0.35 656.25

!

Ri1er Tr$inin, Works $n5Access Ro$5

"tone "oling wor! For eadrotection wot!

.C.C. wor! for @ase of eadrotection -or!

"tone massonar wor! in 1:4*ortar in ead rotection wor!

@o siAe: 1.5m 1m 1m/in>rst laer

@o siAe: 1.5m 1m 1m/intop laer

@o siAe: 2m 1m 1m/in*iddle Baer

Filling with soil at site with 150mm thic! laers with wellcompaction/ water sprin!ling/etc. all complete.

(ra)eling -or! with di=erentsiAe of stone


22/30

ABSTRA:T OF :OST

D Ri1er Tr$inin, Works $n5 Access Ro$5


R$te Ao#nt

per #nit N)RS)

1 m3 627.480 866.34 543613.09

4 m3 9.720 1952.70 18980.24

5 m3 4.86 8986.96 43676.64

5 m3 93.15 7686.03 715953.23

No 2,++.-" 2+

743241.93

??? 110.00

336154.78

m3 407.618 281.25

114642.42

m3 ??? 656.25 1011281.25

Tot$+ ???

arthwor! in eca)ation for fo'ndation/ pipelie etc. for o'lder mied soil incl'dingdisposal 'pto 10m ha'lage lead and 1.5 mlift

"tone "oling -or! in eca)ation forfo'ndation/ pipe lie etc. incl'ding collectionand ha'lage 'pto 10m lead and 1.5 m lift

"'ppling miing/ placing/ compacting thedi=erent mies of plain cement concrete onoors lead 'pto 30m as per drawing/speci>cation instr'ction all complete.

& .C.C.1:2:4 $1 Cement : 2 "and : cr'shedaggregate 40mm20 mm10mm well graded&

"tone *assonar -or! "'ppling miing/placing/ compacting the di=erent mies ofplain cement concrete for fo'ndation ases lead 'pto 30m ecl'ding the cost offormwor! reinforcement ars/ as perdrawing/ speci>cation instr'ction all

complete.

Bo/ si0e 1.,m /1m / 1m abion Bo/s3Assemblingof gabion 4rates and !la4ing t&em in !ositionin4luding stret4&ing3 binding t&em toget&er andt5ing don lids Fabri4ation of gabion bo/esin4luding rolling3 4utting3 eaving 7 dia!&ragm is tobe !rovided to ever5 one meter lengt&(8e/agonal'es& i0e 1mm912mm3 selvedge ire:-sg3mes& ire:1 sg 7 binding ire:12 sg3 all &eav54oated)

Bo/ si0e 2m /1m / 1m abion Bo/s3Assemblingof gabion 4rates and !la4ing t&em in !ositionin4luding stret4&ing3 binding t&em toget&er andt5ing don lids Fabri4ation of gabion bo/esin4luding rolling3 4utting3 eaving 7 dia!&ragm is tobe !rovided to ever5 one meter lengt&(8e/agonal'es& i0e 1mm912mm3 selved e ire:-s 3

Filling with soil at site with 150 mm thic!laers with well compaction/ watersprin!ling/ etc. all complete.

Collection and placing of di=erent siAe ofstone % gra)el with screening


23/30


24/30

ANALYSIS OF RATE

&

For 1 cubic metre

Dns!illed Bao'r 1.59 manda E ,s. 460 731.40

#ools plants E 3 21.94

#otal 753.34

ContractorGs ro>t and )erhead E 15 of #otal 113.00

(rand #otal 866.34H# E 13

Net Tot$+ 877)2-

&B

For 1 square metre


#ools plants E 3 3.45


Gr$n5 Tot$+ &27)..

H# E 13

Iet #otal 136.22

.)/ Stone M$son$r% Work

For 1 cubic metre Volume

"!illed 1.00 manda E ,s. 575 575.00


cement 0.220 *etric ton E ,s. 13600 2992.00

"and 0.47 c'm. m. E ,s. 750 352.50

@loc! stone 1.10 c'm. m. E ,s. 840 924.00

#otal 6683.50


(rand #otal 7686.03H# E 13

Net Tot$+ 9787)/2

2)/ 6+$in :eent :oncrete Work


"!illed 1.00 manda E ,s. 575 575.00



"tone Cr'shed ggregate 0.850 c'm. m. E ,s. 840 714.00

Coarse "and 0.445 c'm. m. E ,s. 750 333.75

#otal 7814.75


(rand #otal 8986.96

H# E 13

Net Tot$+ 8>87)>7

-)/ Reinforceent B$r

Earthwork in excavation of boulder mixed soil in foundation trenches of pits, raft, pipe line, etc.depth upto 1.5m and lead 10m including dressing of sides, ramming of bottom, trenches as perdrawing and specication all complete.

Filling with earth stacked at site with 150 mm thick laers with well compaction without watering,etc. all complete.

!uppling, placing, and construction of the stone massonar work for walls " lead upto #0mexcluding the cost of formwork " reinforcement bars, as per drawing, specication " instruction allcomplete. 1$% mortar

!uppling mixing, placing, compacting the di&erent mixes of plain cement concrete on 'oors leadupto #0m as per drawing, specication " instruction all complete.

b().*.*. 1$+$ -1 *ement $ + !and $ crushed aggregate 0mm+0 mm10mm well graded(

!uppling and placing /or steel reinforced bar xed in position binding with 1 gauge .!. wireincluding the cost of cutting, bending, binding, carring, lifting, etc. all complete as per drawing "specication.


25/30

For 1 Metric tonne

"!illed $@lac!smith& 12.00 manda E ,s. 575 6900.00


*.". @ar 1.050 *etric ton E ,s. 76000 79800.00

@inding -ire 10 Jg. E ,s. 88.5 885.00

#otal 93105.00


(rand #otal 107070.75

H# E 13

Iet #otal 107070.75

T'erefor r$te per k, &/9)/9

4)// 6+$ster Work

For 100 Square Meter

"!illed 12.000 manda E ,s. 575 6900.00


Cement 0.625 *etric ton E ,s. 13600 8500.00

"and 1.280 C'. m. E ,s. 750 960.00

#otal 23720.00

ContractorGs ro>t and )erhead E 15 of #otal 3558.00(rand #otal 27278.00

H# E 13

Iet total 27278.00

t'erefore r$te per sC#$re eter .9.)98

7)//

For 1 cubic meter

,ed soil 1.100 C'.m E ,s. 110 121.00

Dns!illed Bao'r 0.500 *anda E ,s. 460 230.00

water and its carriage

$B'mps'mE1.5 of lao'r cost& 3.45

#otal 354.45ContractorGs ro>t and )erhead E 15 of #otal 53.17

(rand #otal 407.62

H# E 13

Iet total 407.62

9)// :o++ection $n5 p+$cin, of 5ierent sie of sie of s$n5 it' screenin,

)roviding and laing ne sand -.# .25( mm screening sand

For 1cubic meter


Fine sand $.3 % .75& mm 1.100 C'm E ,s. 750 825.00

#otal 1285.00

ContractorGs ro>t and )erhead E 15 of #otal 192.75(rand #otal 1477.75

H# E 13

Iet total 1477.75

)roviding and laing *ourse sand -1 #( mm screening sand

For 1cubic meter


Co'rse sand $1% 3& mm 1.100 C'm E ,s. 665 731.50

#otal 1191.50


(rand #otal 1370.23

)roviding and laing 1+.5 mm thick cement plaster over concrete surface with 1$# cement sandmortar in perfect line " level including sca&olding, curing, etc. all complete as per drawing,specication " instruction.

Filling with earth stacked at site with 150 mm thick laers with well compaction, water sprinkling,etc. all complete.


26/30

H# E 13

Iet total 1370.23

8)// :o++ection $n5 p+$cin, of 5ierent sie of stone ,r$1e+ it' screenin,

)roviding and laing -10( mm screening gravel

For 1cubic meter


$4%10& mm ro'nd gra)el 1.100 C'm E ,s. 840 924.00

#otal 1384.00


(rand #otal 1591.60H# E 13

Iet total 1591.60

>)// )roviding and laing 15 %0 mm gravel

For 1cubic meter


15 % 60 mm ro'nd gra)el 1.100 C'm E ,s. 800 880.00

#otal 1340.00


(rand #otal 1541.00

H# E 13

Iet total 1541.00

&/)/ Brick M$son$r% Work


"!illed 1.50 manda E ,s. 575 862.50



"and 0.30 c'm. m. E ,s. 750 225.00

@ric! 530.00 nos E ,s. 8.5 4505.00 #otal 8476.50


(rand #otal 9747.98

H# E 13

Net Tot$+ >9-9)>811$& CC 'ork ()1&*1+%+,- including Form.ork

Description /nit InputAmount 0Rs$

A$ abors

;illed no. ., E ,s. ,-,. 2"-.,


27/30

(rand #otal 7/273.52

H# E 13

Net Tot$+ 9.92)4.&. Roof :o1erin, Work 0.625

nalAed for 10 m2 2.625

Description /nit Input Amount 0Rs$

A$ abors

;illed no. 2. E ,s. ,-,. 131,.

&oo; no 2. E ,s. -. 1*.

Bitumin %aser no ". E ,s. 2. 16.

Subtotal B$ "3&$&&

Total A5B 2*6%&$&&


(rand #otal 3/369.50

H# E 13

Net Tot$+ 227>)4/

&- T#3#+$r Iron Tr#ss Work nalAed for 1!g 6.6914498141


)aterials

ubular iron truss ;g 1. E ,s. ,. ,.

Subtotal 6"$&&

Total 6"$&&


(rand #otal 109.25

H# E 13

Net Tot$+ &/>).4

&4 6erfor$te5 6ipe Work

nalAed for 30 m 6.6914498141


A$ abors


28/30

;illed no. 2., E ,s. ,-,. 13*+-.,

emi s;illed no. 1., E ,s. *6. 6.

t and )erhead E 15 of #otal 36/748.43

(rand #otal 281/737.93

H# E 13

T'erefore r$te per 472-)97&9 &&/ "D6E 6ipeL$%in, $n5 ttin, Work

nalAed for 50 m 6.6914498141


A$ abors

;illed no. 1. E ,s. ,-,. ,-,.

emi s;illed no. 1. E ,s. *6. *6.


29/30

T'erefore r$te per 749>)--

&>)/ Stone So+in, Work


"!illed 0.00 manda E ,s. 575 0.00


@loc! "tone 1.20 c'm. m. E ,s. 840 1008.00 #otal 1698.00


(rand #otal 1952.70

H# E 13

Net Tot$+ &>4.)9/

%or; Bo7 si8e+ 2m 7 1m 7 1m

Anal50ed for 1bo/

Description /nit Input Rate 0Rs$ Tools9:;uipment

A$ abors

;illed no. .+ ,-,. 22*.2,

t and )erhead E 15 of #ot %63$,&

H# E 13 0.00Net Tot$+ 2/44)>4

%or; Bo7 si8e+ 1$"m 71m 7 1m

Anal50ed for 1bo/ (Derieved from 29191)

Description /nit InputRate 0Rs$

Tools9:;uipment

A$ abors

;illed no. .+2 ,-,. 1"+.*"


30/30

Se5ient$tion T$nk

Sn 6$rtic#+$rs +en,t'(! i5t'(! 'ei,'t(! nos) Q#$ntit% Unit

& E$rt'ork (E0c$1$tion! 5.8 1.7 2.25 1 ..)&84

& $++( Brickork!

short wall 1.4 0.15 2.25 2 0.945

long wall 4.5 0.15 2.25 2 3.038

@ric! soling $@ase& 4.5 1.7 0.15 1 1.148

InH#ent $n5 E#ent

short wall 0.5 0.15 1.8 4 0.540

long wall 1.7 0.15 1.8 2 0.918

@ric! soling $@ase& 1.7 0.5 0.15 2 0.255

Tot$+ 7)8-2

. 6+$ster (&.! E0pose5

short wall 1.4 2.25 4 3.15

long wall 4.5 2.25 4 10.125

ase 4.5 1.7 1 7.65

InH#ent $n5 E#ent

short wall 0.5 1.8 8 7.2

long wall 1.7 1.8 4 12.24

ase 1.7 0.5 2 1.7

Tot$+ -.)/74

3

m3

m3

m3

m3

m3

m3

2

m2

m2

m2

m2

m2

m2

.

quantity estimate sludge drying bed

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