lps estimte & rcc room

7/28/2019 Lps Estimte & Rcc Room

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DATA SHEET

Construction of Pump House for the LPDS (3mx3m)

District :Erode Village : Thoddampalayam

Taluk :Sathyamangalam

Rate Amount

Rs Ps Rs. Ps

1 2 3 4 5 6

1 1m3

Earthwork excavating and depositing

on bank within initial lead of 10 M.& initial lift of 2M.

In hard stiff clay,stiff black cotton, hard red earth, shales,

murram, gravel, stoneyearth, and earth mixed with

small size boulders as per S.S.20.B.and S.I.62. 57.50 1m3

57.50

for foundation

2 1m3

supplying and filling the basement with filling sand

in layers of not more than 15cm thick as well ramped

consolidated..etc 633.50 1m3

633.50

3 1m3

Filling charges 9.00 1m3

9.00

642.50

SUB DATA

CEMENT MORTAR 1:4 FOR 1Cu.m.

360.0 Kg. Cement 4400.00 1 M.T 1584.00

1m3

Sand 633.50 1m3

633.50

1m3

Mixing charges 29.70 1m3

29.70

2247.20

Rate For 1 Cu.M. = Rs. 2247.20

CEMENT MORTAR 1:5 FOR 1Cu.m.

288.0 Kg. Cement 4400.00 1 M.T 1267.20

1.0 Cu.M Sand 633.50 1 Cu.M 633.50

1.0 Cu.M 29.70 1 Cu.M 29.70

1930.40

Rate For 1 Cu.M. = Rs. 1930.40

MAIN DATA

4 Cost of cement concrete 1:5:10 using 40 m.m.

size H.B.Stones For 10 Cu.M.

9.0 Cu.M H.B.Stones 40 m.m. size 594.50 1 Cu.M 5350.50

4.5 Cu.M Cement mortar 1:5 1930.40 1 Cu.M 8686.801.8 Nos. Mason II class 162.00 1 No. 291.60

17.7 Nos. Muzdoor class I 112.00 1 No. 1982.40

14.1 Nos. Muzdoor class II 101.00 1 No. 1424.10

17735.40

Rate For 1 Cu.M. = Rs. 1773.54 1301.64

1

1 2 3 4 5 6

Sl.No. Quantity Description of item Unit


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5 Random rubblemasonry in C.M.1:5 for 10 Cu.M

10.0 Cu.m Random rubble stone for masonry work 296.00 1 Cu.M 2960.00

1.0 Cu.M Bond stone 394.50 1 Cu.M 394.50

3.4 Cu.M Cement mortar 1:5 1930.40 1 Cu.M 6563.36

7.1 Nos. Mason I class 179.00 1 No. 1270.90

10.6 Nos. Mason II class 162.00 1 No. 1717.20

14.1 Nos. Muzdoor class I 112.00 1 No. 1579.20

14.1 Nos. Muzdoor class II 101.00 1 No. 1424.1015909.26

Rate For 1 Cu.M. = Rs. 1590.92 1590.93

6 Brickwork in CM 1:5 using best country bricks of size 83/4x4 1/2x 2 3/4

for 2.83 m

1300 nos Bricks 2421.00 1000nos 3147.30

0.708 m3

C M 1:5 1930.40 1 m3

1366.72

1 No Mason I class 179.00 1 No. 179.00

3 Nos Mason II class 162.00 1 No. 486.00

2 Nos Muzdoor class I 112.00 1 No. 224.00

6Nos Muzdoor class II 101.00 1 No. 606.006009.02

Rate For 1 Cu.M. = Rs. 2123.33 600.9

7 Plastering with cement mortar 1:5

12m.m. thick for 1 sq.m.

0.14 Cu.m Cement mortar 1:5 1930.40 1 Cu.M 270.26

1.1Nos Mason I class 179.00 1 No. 196.90

0.5No Muzdoor class I 112.00 1 No. 56.00

1.10 Nos. Muzdoor class II 101.00 1 No. 111.10

634.26

Rate For 1 Sq.M. = Rs. 63.42 63.43

8

a r ca ng an supp y ng an erec ng requ re no ostructural steel members like MS angle as purlins of size

65mmx65mm

1 kg Cost of MS angles 52.00 1 kg 52.00

1m2

Fabrication and erection labour charges 12.30 1m2

12.30

Add 2.50% for wastage 1.3

65.60

Rate For 1 Kg = Rs. 65.60

9 10 m2

sheet 6mm thck of approved quality for roofing with

necessary U and J bolts and nuts,bitumen GI washers

etc..

11 m2

AC corrugated sheet 138.00 1m2

1518.0020Nos Adjustable GI J bolt of 6mm dia 5.00 1No 100.00

2.20 Nos Fitters II nd class 146.00 1No 321.20

1.1 Nos Carpenter I st claa 176.00 1No 193.60

3.20 Nos Muzdoor class I 112.00 1 No. 358.40

20 Nos Bitumen Washers 15mm dia 1.00 1 No. 20.00

Rate for 1 Sq.m-Rs 251.12 2511.20


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10 100 m2

White Washing 2 coats freshly burnt shell lime etc

0.07 m3

Shell lime 850.00 1m3 59.50

1.60 Nos Mason II class 162.00 1 No. 259.20

0.50 Nos Muzdoor class I 112.00 1 No. 56.00

2.70 Nos Muzdoor class II 101.00 1 No. 272.70

LS Gum ganjee water,Brush,Scaffolding charges ...etc... 7.60

655.00

Rate for 1 Sq.m-Rs 6.55

1110 m

2 Painting 2coats on new iron works for door without

priming coats etc

2.22 litres Enamel paint 150.00 Litre 333.00

1.10 Nos Painter I st class 143.00 1 No 157.30

490.30

Rate for 1 Sq.m-Rs 49.03

Certified that the above rates are adopted as per the current P.W.D standard shedule ofrates for the year 2008-09

Counter signed

Assistant Executive Engineer, Junior Engineer,

Agricultural Engineering Department, Agricultural Engg Department,

Gobichettipalayam Gobichettipalayam


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Length Breadth Depth Quantity Rate Amount

M. M. M. M3

1 2 3 4 5 6 7 8 9

1 Earthwork excavating and

depositing on bank within

initial lead of 10 M.&

initial lift of 2M.In hard stiff clay

stiff black cotton, hard red earth,

shales,murram, gravel, stoneyearth,

and earth mixed with small size

boulders as per S.S.20.B.and S.I.62.

For foundation

1x1 11.72 0.60 0.90 6.33

1x1 1.20 0.50 0.15 0.09

6.42 57.50 369.15

2

Cost of cement concrete 1:5:10 using

40 m.m.HB stony julli

All round Main Wall 1x1 11.72 0.60 0.15 1.05

For step 1x1 1.20 0.50 0.15 0.09

1.14 1773.54 2030.35

3Random rubblemasonry in C.M.1:5

BGL:- All round Main Wall 1x1 11.72 0.45 0.75 3.96

AGL:- Basement all round 1x1 11.72 0.45 0.60 3.16

7.12 1590.92 11327.19

4 Brick work in CM1:5

Back side Wall 1x1 3.46 0.23 2.40 1.91

Front Side wall 1x1 0.23 2.10 1.67

Side Walls 1x2 2.40 0.23 2.40+2.10/2 2.48

For Step1 1x1 0.50 0.20 0.12

For Step2 1x1 0.25 0.20 0.06

6.25

Deduction:- For Door 1x1 0.23 2.00 0.46

For Cement jolly work 1x1 0.23 0.45 0.065.72 2123.33 12151.82

5 supplying and filling the basement with filling sand

in layers of not more than 15cm thick as well ram

consolidated..etc

For Basement 1x1 2.18 0.30 1.82

1.82 642.50 1168.14

Sl.

no.Nos.Description of work

1.20

2.78

1.00

0.60

1.20

3.46

DETAILED CUM ABSTRACT ESTIMATE


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6 Supplyng and fixing of MS Door of

size 1mx2m 1No 4500.00 4500.00

7

Supplyng and fixing of RCC jolly of size-

0.60mx0.45m 1No 300.00 300.00

8 Flooring concrete in CC1:5:10 1x1 2.78 2.18 0.15 0.91 1773.54 1612.25

9 Fabricating and supplying and erecting

required no of structural steel members

like MS angle as purlins of size ISA6565-

6mm thick

Purlins 1x4 5.80 kg/m 92.80 65.60 6087.68

10 Supplying and laying of asbestos cment

fully corrugated sheet 6mm thck of

approved quality for roofing with

necessary U and J bolts and

nuts,bitumen GI washers etc..

1x1 3.00 10.50 251.12 2636.76

11 Plastering in cm1:5-12mm thick

InnerSide:Back wall 1x1 3.00 2.40 7.20

Front Wall 1x1 2.40 2.10 5.04

Side Wall 1x2 3.00 2.40+2.10/2 13.5

OuterSide:Back wall 1x1 3.46 2.40 8.30

Front Wall 1x1 3.46 2.10 7.27

Side Wall 1x2 2.40 2.40+2.10/2 10.8

For Step1 1x1 1.20 0.45 0.54

For Step2 1x1 1.20 0.45 0.54

Floor 1x1 3.00 3.00 9.0062.19

Deduction:- For Door 1x1 2.00 2.00

For Cement jolly work 1x1 0.45 0.27

59.92 63.42 3800.13

12 White Washing 2 coats freshly burnt

shell lime etc 1x1 59.92 6.55 392.48

13Painting 2coats on new iron works for

door without priming coats etc

For door1x2 1.00 2.00 4.00 49.03 196.12

46572.06

or 47000

1.00

0.60

3.50

4.00


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Length Breadth Depth Quantity Rate Amount

M. M. M. M3

1 2 3 4 5 6 7 8 9

1 Earthwork excovating and

depositing on bank within

initial lead of 10 M.&

initial lift of 2M.In hard stiff clay

stiff black cotton, hard red earth,

shales,murram, gravel, stoneyearth,

and earth mixed with small size

boulders as per S.S.20.B.and S.I.62.

For foundation

1x1 12.92 0.60 0.90 6.98

1x1 1.20 0.50 0.15 0.09

7.07 57.50 406.34

2

Cost of cement concrete 1:5:10 using

40 m.m.HB stony julli

All round Main Wall 1x1 12.92 0.60 0.15 1.16

For step 1x1 1.20 0.50 0.15 0.09

1.25 1773.54 2221.89

3Random rubblemasonry in C.M.1:5

BGL:- All round Main Wall 1x1 12.92 0.45 0.75 4.36

AGL:- Basement all round 1x1 12.92 0.45 0.60 3.49

7.85 1590.92 12486.97

4 Brick work in CM1:5

Back side Wall 1x1 3.46 0.23 2.40 1.91

Front Side wall 1x1 0.23 2.10 1.67

Side Walls 1x2 3.00 0.23 2.40+2.10/2 3.11

For Step1 1x1 0.50 0.20 0.12

For Step2 1x1 0.25 0.20 0.06

6.87

Deduction:- For Door 1x1 0.23 2.00 0.46

For Cement jolly work 1x1 0.23 0.45 0.066.34 2123.33 13470.40

5 supplying and filling the basement with filling sand

in layers of not more than 15cm thick as well ram

consolidated..etc

For Basement 1x1 2.78 0.30 2.32

2.32 642.50 1489.65

2.78

0.60

DETAILED CUM ABSTRACT ESTIMATE

Sl.

no.Description of work Nos.

1.00

3.46

1.20

1.20


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Sl

No.

1 Earth work excavation and depositing on

bank within initial lead and initial lift in

hard stiff clay, stiff black cotton, hard red

earth slabs etc as per Ss 20B & SI 62 for foundation

1 x 1 79.20 0.50 0.90

2 Sand filling with filling sand including

watering etc. for

Foundation 1 x 1 79.20 0.50 0.10

Basement 1 x 1 1.20 1.20 0.30

Steps 1 x 1 1.20 1.00 0.10

3 CC 1:4:8 using 40mm HBGS metal for

Foundation 1 x 1 79.20 0.50 0.20

Basement for step 1 x 1 1.20 1.00 0.20

Basement 1 x 1 1.20 1.20 0.15

4 R.R. Masonry in CM 1:5 for

Footing 1 x 1 79.20 0.50 0.60

Basement 1 x 1 6.92 0.45 0.45

5 Brick work in CM 1:5 using II Class

Bricks of size 22cm x 11cm x 7.5cm for super structures.

All round main Wall 1 x 1 79.00 0.23 3.05

Deduction for Door 1 x 1 1.00 0.23 2.00

Deductions for Jolly 1 x 1 0.60 0.23 0.45

Deduction for Lintel 1 x 1 1.20 0.23 0.10

Description of Work L B D


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Step-I 1 x 1 1.20 0.80 0.00

Step-II 1 x 1 1.20 0.60 0.00

Step-III 1 x 1 1.20 0.40 0.00

Step-IV 1 x 1 1.20 0.20 0.00

6 Centering charges lintel and roof slab

including strutting

Roof Slab 1 x 1 28.00 11.50

Roof Slab Side 1 x 1 79.00 0.10

Deduct Wall placement 1 x 1 6.92 0.23

Lintel Bottom 1 x 1 1.00 0.23

Lintel Front side 1 x 1 1.00 0.03

Lintel Back side 1 x 1 1.20 0.10

Lintel side 1 x 2 0.23 0.10

7 Supplying and fabricating and placing in

osition of steel rods for RCC slab1 x 1

8 Supplying and fixing of RCC jolly of size

0.60M x 0.45M

1 x 1

9 RCC in 1:2:4 using 20mm HBGS jelly for

roof slab, sunshade and lintel

Roof Slab 1 x 1 28.00 11.50 0.10

Lintel 1 x 1 1.20 0.23 0.10

1 x 1 0.075+0.052.00

10 Supplying and fixing of M.S. Door of size1.00Mx2.00M in M.S. angle 40mm x

40mm x 6mm M.S. angle

40mmx40mmx6mm MS flat

1 x 1

11 Plastering in CM 1:5, 20mm thick

Pump Room inner side 1 x 4 1.50 3.05

Sunshade 1.00 0.45


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Pump Room Outer side 1 x 4 1.96 4.05

Steps, Treads 1 x 4 1.20 0.20

Side of step-IV 1 x 2 0.80 0.15

Side of step III 1 x 2 0.60 0.15

Side of step VI 1 x 2 0.40 0.15

Side of Step-I 1 x 2 0.20 0.15

Sides of soffits of Door 1 x 1 6.00 0.23

Sides of soffits of Jolly 1 x 1 2.10 0.23

Deduct for Door 1 x 2 1.00 2.00

Deduct for Jolly 1 x 2 0.60 0.45

Floor Plastering 1 x 1 1.50 1.50

12 Plastering in CM 1:3- 12mm thick for

Ceiling Inner side of pump Room 1 x 1 28.00 1.50

Ceiling outer side Projection 1 x 1 8.64 0.20

Ceiling outer side face 1 x 1 9.44 0.10

Sunshade Bottom side 1 x 1 1.00 0.45

1 x 1 0.075+0.05

2.00

Sunshade of Top side 1 x 1 1.00 0.45

13 Pointing with CM 1:3 in RR Masonry

1 x 1

14 Weathering course over RCC ro9of

including fixing one course of pressed tile

etc. complete

1 x 1 2.36 2.36

15 Colour washing two coats with approved

Cement paint for cement plastered

surfaces & Sunshades top and side surface

1 x 1

Basement 9.60 0.45

Sunshade side face 1.90


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16 White washing two coats for ceiling

surfaces and sunshade bottom

1 x 1

T ESTIMATE

Vill :

Taluk Hosur

Dist :

Fiel :

Name of work : Construction of Pump Room

Sl

No.

1 5.60 m3 50 1 m

3 280

2 1.17 m3 322.3 1 m

3 377.09

Qty Rate Per Amount


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5 3.63 m3 1761.86 1 m

3 6,395.55

6 5.348 m2 382 1 m

2 2,042.92

7 0.30 Qtl 3292.6 1Qtl 987.78

15 5.37 m2 5.5 1 m

2 29.53

3 1.70 m3 1656.37 1 m

3 2,815.82

8 1No. 500 1No. 500

4 3.89 m3 1379.69 1 m3 5,366.99

10 1No. 3850 1No 3,850.00

9 0.613 m3 2677.86 1 m

3 1,641.52

12 5.94 m2 61.28 1 m

2 364

11 34.34 m2 96.87 1 m

2 3,326.51

14 32.66 m2 7.75 1 m2 253.11

13 5.57 m2 272.27 1 m

2 1,516.54

16 4.32 m2 55.42 1 m

2 239.41


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13.23

30,000.00

17 L.S.


18/39

35.640 5.60m3 8 0.30479951 2.438 28 28.2

8.25 0.30479951 2.515 11.5

8.50.30479951 2.591 79 79.2

8.75 0.30479951 2.667

3.960 0.62 9 0.30479951 2.743

0.432 0.43 9.25 0.30479951 2.819

0.120 0.12 9.5 0.30479951 2.896

4.512 0.17 m3 9.75 0.30479951 2.972

10 0.30479951 3.048

10.25 0.30479951 3.124

10.5 0.30479951 3.2

7.920 1.24 10.75 0.30479951 3.277

0.240 0.24 11 0.30479951 3.353

0.216 0.22 11.25 0.30479951 3.429

8.376 1.70 m3 11.5 0.30479951 3.505

11.75 0.30479951 3.581

12 0.30479951 3.658

12.25 0.30479951 3.734

23.760 2.49 12.5 0.30479951 3.81

1.401 1.4 12.75 0.30479951 3.886

25.161 3.89 m3 13 0.30479951 3.962

13.25 0.30479951 4.039

13.5 0.30479951 4.115

13.75 0.30479951 4.191

14

0.30479951 4.267

14.25 0.30479951 4.343

55.419 3.82 14.5 0.30479951 4.42

0.460 0.46 14.75 0.30479951 4.496 0.460

0.062 0.06 15 0.30479951 4.572 0.062

0.028 0.03 15.25 0.30479951 4.648 0.028

ContentsContents


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0.000 0.144 15.5 0.30479951 4.724

0.000 0.108 15.75 0.30479951 4.801

0.000 0.072 16 0.30479951 4.877

0.000 0.036 16.25 0.30479951 4.953

54.869 3.63 m3 16.5 0.30479951 5.029

16.750.30479951 5.105

17

0.30479951 5.182

17.25 0.30479951 5.258

322.000 5.57 17.5 0.30479951 5.334

7.900 0.944 17.75 0.30479951 5.41

1.592 1.592 18 0.30479951 5.486 1.592

0.230 0.23 18.25 0.30479951 5.563

0.025 0.03 18.5 0.30479951 5.639

0.120 0.12 18.75 0.30479951 5.715

0.046 0.046 19 0.30479951 5.791

328.729 5.348 m2 19.25 0.30479951 5.867

19.5 0.30479951 5.944

19.750.30479951 6.02

0.000 0.30 Qtl. 20 0.30479951 6.096

20.25 0.30479951 6.172

0.000 1 No. 20.5

0.30479951 6.248

20.75 0.30479951 6.32521

0.30479951 6.401

21.25 0.30479951 6.477

32.200 0.557 21.5 0.30479951 6.553

0.030 0.008 21.75 0.30479951 6.629

0.028 22 0.30479951 6.706. .

32.258 0.613 m3 22.5 0.30479951 6.858

22.75 0.30479951 6.934

0.000 1No. 23

0.30479951 7.01

23.25 0.30479951 7.087

23.5 0.30479951 7.163

23.75 0.30479951 7.239

18.300 14.4 24 0.30479951 7.315

0.208


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31.752 18.81 24.25 0.30479951 7.391

0.960 0.96 24.5 0.30479951 7.468

0.240 0.24 24.75 0.30479951 7.544

0.180 0.18 25 0.30479951 7.62

0.120 0.12 25.25 0.30479951 7.696

0.060 0.06 25.50.30479951 7.772

1.380 1.38 25.75 0.30479951 7.849

0.483 0.48 26 0.30479951 7.925

4.000 4 26.25 0.30479951 8.001 4.000

0.540 0.54 26.5 0.30479951 8.077 0.540

2.250 2.25 26.75 0.30479951 8.153

51.185 34.34 m3 27 0.30479951 8.23

27.25 0.30479951 8.306

27.5 0.30479951 8.382

27.75 0.30479951 8.458

42.000 2.25 28 0.30479951 8.534

1.728 1.728 28.25 0.30479951 8.611

0.944 0.944 28.5 0.30479951 8.687

0.450 0.45 28.75 0.30479951 8.763

0.119 29 0.30479951 8.839

29.25 0.30479951 8.915

0.450 0.45 29.5 0.30479951 8.992

45.691 5.94 m2 29.75 0.30479951 9.068

30 0.30479951 9.144

30.25 0.30479951 9.22

30.5 0.30479951 9.296

4.320 30.75 0.30479951 9.373

31 0.30479951 9.449

31.25 0.30479951 9.525

31.5 0.30479951 9.601

31.75

0.30479951 9.677

5.570 5.57 m2

32 0.30479951 9.75432.25 0.30479951 9.83

32.5

0.30479951 9.906

51.185 32.66 m2 32.75 0.30479951 9.982

33 0.30479951 10.058

0.118

4.32 m2


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33.25

0.30479951 10.135

5.37 m2 33.5 0.30479951 10.211


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23/39

Hosur


24/39

Sl

No.

1 Earth work excavation and depositing on

bank within initial lead and initial lift in

hard stiff clay, stiff black cotton, hard red

earth slabs etc as per Ss 20B & SI 62 for foundation

1x1 6.92 0.9 0.9

2 Sand filling with filling sand including

watering etc. for

Foundation 1x1 6.92 0.9 0.1

Basement 1x1 1.2 1.2 0.3

Steps 1x1 1.2 1 0.1

3 CC 1:4:8 using 40mm HBGS metal for

Foundation 1x1 6.92 0.9 0.2

Basement for step 1x1 1.2 1 0.2

Basement 1x1 1.2 1.2 0.15

4 R.R. Masonry in CM 1:5 for

Footing 1x1 6.92 0.6 0.6

Basement 1x1 6.92 0.45 0.45

5 Brick work in CM 1:5 using II Class

Bricks of size 22cm x 11cm x 7.5cm for super structures.

All round main Wall 1x1 6.92 0.23 2.4

Deduction for Door 1x1 1 0.23 2

Deductions for Jolly 1x1 0.6 0.23 0.45

Deduction for Lintel 1x1 1.2 0.23 0.1

Description of Work Nos. L B D


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Step-I 1x1 1.2 0.8 0.15

Step-II 1x1 1.2 0.6 0.15

Step-III 1x1 1.2 0.4 0.15

Step-IV 1x1 1.2 0.2 0.15

6 Centering charges lintel and roof slab

including strutting

Roof Slab 1x1 2.36 2.36 -

Roof Slab Side 1x1 9.44 - 0.1

Deduct Wall placement 1x1 6.92 0.23 -

Lintel Bottom 1x1 1 0.23 -

Lintel Front side 1x1 1 - 0.025

Lintel Back side 1x1 1.2 0.1 -

Lintel side 1x2 0.23 - 0.1

7 Supplying and fabricating and placing in

osition of steel rods for RCC slab1x1 - - -

8 Supplying and fixing of RCC jolly of size

0.60M x 0.45M

1x1 - - -

9 RCC in 1:2:4 using 20mm HBGS jelly for

roof slab, sunshade and lintel

Roof Slab 1x1 2.36 2.36 0.1

Lintel 1x1 1.2 0.23 0.1

0.075+0.

2

10 Supplying and fixing of M.S. Door of size

1.00Mx2.00M in M.S. angle 40mm x

40mm x 6mm M.S. angle

40mmx40mmx6mm MS flat

1x1 - - -

11 Plastering in CM 1:5, 20mm thick

Sunshade 1x1 1 0.45


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Pump Room inner side 1x4 1.5 - 2.4

Pump Room Outer side 1x4 1.96 - 2.4

Steps, Treads 1x4 1.2 0.2 -

Side of step-IV 1x2 0.8 - 0.15

Side of step III 1x2 0.6 - 0.15

Side of step VI 1x2 0.4 - 0.15

Side of Step-I 1x2 0.2 - 0.15

Sides of soffits of Door 1x1 6 - 0.23

Sides of soffits of Jolly 1x1 2.1 - 0.23

Deduct for Door 1x2 1 - 2

Deduct for Jolly 1x2 0.6 - 0.45

Floor Plastering 1x1 1.5 1.5 -

12 Plastering in CM 1:3- 12mm thick for

Ceiling Inner side of pump Room 1x1 1.5 1.5 -

Ceiling outer side Projection 1x1 8.64 0.2 -

Ceiling outer side face 1x1 9.44 - 0.1

Sunshade Bottom side 1x1 1 0.45 -

0.075+0.

2

Sunshade of Top side 1x1 1 0.45 -

13 Pointing with CM 1:3 in RR Masonry

14 Weathering course over RCC ro9of

including fixing one course of pressed tile

etc. complete1x1 2.36 2.36 -

15 Colour washing two coats with approved

Cement paint for cement plastered

surfaces & Sunshades top and side surface

1x1

Sunshade side face 1x1 1.9 -

Basement 1x1 9.6 - 0.45


27/39

16 White washing two coats for ceiling

surfaces and sunshade bottom

1x1 - - -

T ESTIMATE

Vill : Poonapalli

Taluk : Hosur

Dist : Krishnagiri

Fiel : 24, 29 & 30

Name of work : Construction of Pump Room

Sl

No.

Qty Descript

ion

Rate Per Amount


28/39

1 5.60 m3 Earth

work

excavati

on and

depositi

ng on

bankwithin

initial

lead and

initial

lift in

hard stiff

clay,

stiff

black

cotton,hard red

earth

slabs etc

as per Ss

20B &

SI 62 for

foundati

50 1 m3 280

2 1.17 m3 Sand

filling

withfilling

sand

includin

g water

etc.

322.3 1 m3 377.09

3 1.70 m3 CC

1:4:8

using

40mm

HBGS

Metal

1656.37 1 m3 2,815.82

4 3.89 m3 R.R.

Masonry

in CM

1:5

1379.69 1 m3 5,366.99


29/39

5 3.63 m3 Brick

work in

CM 1:5

using II

Class

Bricks

of size22cm x

11cm x

7.5cm

all round

main

walls

1761.86 1 m3 6,395.55

6 5.348 m2 Centerin

g

charges

lintel

and roof

slab

includin

g

strutting

382 1 m2 2,042.92

7 0.30 Qtl Supplyin

g and

fabricating and

placing

in

position

of steel

rods for

RCC

slab

3292.6 1Qtl 987.78

8 1No. Supplying &

fixing &

RCC

ell

500 1No. 500


30/39

15 5.37 m2 White

washing

5.5 1 m2 29.53

Ass

ista

ntExe

.

En

gin

eer

Assistan

t

Enginee

r

9 0.613 m3 RCC

1:2:4

using

20mm

ell

2677.86 1 m3 1,641.52

10 1No. Supplyin

g andfixing of

M.S.

Door

3850 1No 3,850.00

11 34.34 m2 Plasterin

g in

CM 1:5

96.87 1 m2 3,326.51

12 5.94 m2 Ceiling

Plasterin

1:3

61.28 1 m2 364

13 5.57 m2 Weather

ing

Course

272.27 1 m2 1,516.54

14 32.66 m2 Colour

washing

7.75 1 m2 253.11

16 4.32 m2 Pointing

in CM

1:3

55.42 1 m2 239.41

17 Unfores

eenItems

L.S. 13.23

Total #######


31/39

Agr

icul

tur

al

En

gineeri

ng

Dep

t.

Agricultural

Enginee

ring

Dept.

Hos

ur


32/39

5.60m3

0.62

0.43

0.12

0.17 m3

1.24

0.24

0.22

1.70 m3

2.49

1.4

3.89 m3

3.82

0.46

0.06

0.03

Contents


33/39

0.144

0.108

0.072

0.036

3.63 m3

5.57

0.944

1.592

0.23

0.03

0.12

0.046

5.348 m2

0.30 Qtl.

1 No.

0.557

0.008

0.613 m3

1No.

0.208


34/39

14.4

18.81

0.96

0.24

0.18

0.12

0.06

1.38

0.48

4

0.54

2.25

34.34 m3

2.25

1.728

0.944

0.45

0.45

5.94 m2

5.57 m2

32.66 m2

0.118

4.32 m2


35/39

5.37 m2


36/39


37/39


38/39


39/39

Hosur

lps estimte & rcc room

Documents