automatic, c road estimate

8/14/2019 Automatic, c Road Estimate.

1/46

AVERAGE LEAD OF 1 km

S.No. Kind of Materials Name of Quarry Lead Cost conveyance Total

1 Mortar Sand Arjuna River 23 115.00 111.85 226.85

2 Filling Sand Arjuna River 23 85.00 111.85 196.85

3 40 mm Metal Malaipatti 19 290.00 95.45 385.45



6 Rough Stone Malaipatti 19 160.00 95.45 255.45

7 Bond Stone Malaipatti 19 250.00 95.45 345.45

8 Country Bricks Gollapatti 29 1250.00 114.65 1364.65

9 Brick Jelly 20 mm Gollapatti 29 240.00 #REF! #REF!

10 Shell lime Virudhunagar 10 650.00 #REF! #REF!

11 Pressed Tiles Virudhunagar 10 3550.00 61.50 3611.50

12 Lime Stone Virudhunagar 10 320.00 #REF! #REF!

13 Steel Virudhunagar 10 16110.00 34.00 16144.00

14 Cement Virudhunagar 10 2600.00 34.00 2634.00


2/46

0 0

1 3.40

2 7

3 10.20

4 14

5 176 20

7 24

8 27

9 31

10 34

11 37

1240 CEMENT

13 43

14 45

15 4816 52

17 54

18 57

19 60

20 63

21 65

22 67

23 70

24 72

2575

26 77

27 80

28 82

29 85

30 87

31 89

32 92

33 94

34 97

35 99

36 10237 104

38 107

39 109

40 111.50

41 113.45

42 115.40


3/46

43 117.35

44 119.30

45 121.25

46 123.20

47 125.15

48 127.1049 129.05

50 131.00


4/46

1 7.90

2 15.80

3 23.70

4 31.60

5 39.50

6 47.407 55.30

8 63.20

9 71.10

10 79.00

11 85.55

12 92.10

13 98.65

14 105.20

15 111.75

16 118.30

17 124.85

18 131.40

19 137.95

20 144.50

21 150-.15

22 155.80

23 161.45

24 167.10

25 172.75

26 178.40

27 184.0528 189.70

29 195.35

30 201.00

31 206.65

32 212.30

33 217.95

34 223.60

35 229.25

36 234.90

37 240.5538 246.20

39 251.85

40 257.50


5/46

Deatail


6/46

1 6.80

2 13.60

3 20.40

4 27.20

5 34.00

6 40.807 47.60

8 54.40

9 61.20

10 68.00

11 73.40

12 78.80

13 84.20

14 89.60

15 95.00

16 100.40

17 105.80

18 111.20

19 116.60

20 122.00

21 126.45

22 130.90

23 135.35

24 139.80

25 144.25

26 148.70

27 153.1528 157.60

29 162.05

30 166.50

31 170.95

32 175.40

33 179.85

34 184.30

35 188.75

36 193.20

37 197.6538 202.10

39 206.55

40 211.00


7/46

1 6

2 12

3 18

4 25

5 31

6 377 43

8 49

9 55

10 62

11 67

12 72

13 77

14 82

15 87

1692

17 97

18 102

19 107

20 116

21 117

22 121

23 126

24 130

25 135

26 139

27 143

28 148

29 152

30 157

31 161

32 165

33 170

34 174

35 179

36 183

37 18738 192

39 196

40 201

41-80 add 2.75 per km

Mangalore Tiles (2000 nos.) Machine Presse


8/46

Tiles


9/46

1 5

2 9

3 14

4 19

5 23

6 287 33 Country Bricks8 37

9 42

10 47

11 50

12 54

13 58

14 62

15 66

1669

17 73

18 77

19 81

20 85

21 88

22 91

23 95

24 98

25 101

26 105

27 108

28 111

29 115

30 118

31 121

32 125

33 128

34 131

35 135

36 138

37 14138 145

39 148

40 152

41-80 add 2.65 per km


10/46

1 3.75

2 7.50

3 11.25

4 15.00

5 18.75 Lime Stone,Broken Stone Brick jelly Wood Work

6 22.507 26.25

8 30.00

9 33.75

10 37.50

11 40.65

12 43.80

13 46.95

14 50.10

15 53.25

1656.40

17 59.55

18 62.70

19 65.85

20 69.00

21 71.70

22 74.40

23 77.10

24 79.80

25 82.50

26 85.20

27 87.90

28 90.60

29 93.30

30 96.00

31 98.70

32 101.40

33 104.10

34 106.80

35 109.50

36 112.20

37 114.9038 117.60

39 120.30

40 123.00

41-80 add 1.65 per km


11/46

1 5

2 11

3 16

4 22

5 27

6 337 38 Rough Stone,Bond Stone,sand,Earth Broken8 44

9 49

10 55

11 59

12 64

13 68

14 73

15 77

1682

17 86

18 91

19 95

20 100

21 104

22 108

23 112

24 116

25 120

26 124

27 128

28 132

29 136

30 140

31 143

32 147

33 151

34 155

35 159.25

36 163.20

37 167.1538 171.10

39 175.05

40 179.00

41 182.15

42 185.30

43 188.45


12/46

44 191.60

45 194.75

46 197.90

47 201.05

48 204.20

49 207.3550 210.50


13/46

Stone,Gravel,Surki


14/46


15/46

0 0

1 3.40

2 7

3 10.20

4 14

5 176 20

7 24

8 27

9 31

10 34

11 37

12 40

1343 STEEL

14 45

15 4816 52

17 54

18 57

19 60

20 63

21 65

22 67

23 70

24 72

2575

26 77

27 80

28 82

29 85

30 87

31 89

32 92

33 94

34 97

35 99

36 10237 104

38 107

39 109

40 112

41 113.45

42 115.40


16/46

43 117.35

44 119.30

45 121.25

46 123.20

47 125.15

48 127.1049 129.05

50 131.00


17/46

Mazon I 179

Mazon II 162

Mazdoor I 112

Mazsdoor II 101

Fitter I 157

Fitter II 146

Painter I 143Painter II 132

Carpenter I 176

Carpenter I I 160

Stocking charge

Metal 3.15

Gravel 3.05

Sand 3.05

Filling gravel 10.10

Filling Sand 9.00

Mixing CM 29.70

Mixing LM 72.60

Cleaning surfa 2.15


18/46

Kind of Materials Rate

Mortar Sand 110

Filling Sand 11040 mm Metal 560

20 mm Metal 780

12 mm Metal 720

10 mm Metal 530

6 mm Metal 360

Rough Stone 262

Bond Stone 360

Country Bricks 2220

Brick Jelly 20 mm 320

Shell lime 850

Pressed Tiles 5130

Lime Stone 625

Steel 32000

Cement 4400

Red Gravel 97

Well Gravel 86

Quarry Rubbish 58

Snowcem 30

Distember 60

Enemal paint 160


19/46

Improvements to the existing Oorani at Thenkarai.

LEAD STATEMENT

Unit Cost Total

1Mortar Sand Sivagiri 41 1 cum 110.00 ### 292.15

2Filling Sand Sivagiri 41 1 cum 110.00 ### 292.15

3Cement Pu godown 20 1 Mt ### 62.50 4462.50

4Steel Pu godown 20 1 Mt ### 62.50 32062.50

540 mm Metal Motamalai 15 1 cum 560.00 77.25 637.25


712mm Metal Motamalai 15 1 cum 720.00 77.25 797.25



10Rough Stone Motamalai 15 1 cum 262.00 77.25 339.25

11Bond Stone Motamalai 15 1 cum 360.00 77.25 437.25

12 5 000 No ### 23.25 2243.25

13Brick Jelly 20 mm 5 1 cum 320.00 18.75 338.75

14Red Gravel 1 1 cum 97.00 5.45 102.45

15Well Murambu 1 1 cum 86.00 5.45 91.45

16Lime Stone 1 1 cum 625.00 3.75 628.75

17 8 000 No ### 24.60 5154.60

18Shell Lime 1 cum 850.00 850.00

er e a e a ove ea s an ra es are s or es an correc o e es

Name of Work:

S.No.

Kind ofMaterials

Name ofQuarry

Leadin

km

conveyanc

e

CountryBricks(8 3/4x 4 1/4

Pressed Tiles(20

cm 20*


20/46

o my now e ge.


21/46

SUB-DATA

Mixing Ratio

Cement 4462.50 4284.00 3213.00 2142.00 1606.50 1285.20

Sand 292.15 292.15 292.15 292.15 292.15

4576.15 3505.15 2434.15 1898.65 1577.35

Mixing charges

29.70 29.70 29.70 29.70 29.70 29.70

4605.85 3534.85 2463.85 1928.35 1607.05

Main Data

7.Earth work excavation in all clauses of soils with initial lead and lift except hard rock requiring

blasting etc., complete for foundation as per SS 20 B.

8. Filling with carted sand including cost and conveyance and all labour

charges such as watering and ramming etc., complete as per standard specification.

1.00 Cum Cost of Sand 292.15 1 Cum 292.15

1.00 Cum 9.00 1 Cum 9.00

Total 301.15

Rs 301.15 /1CUM

Name ofMaterials

Cost ofMaterials

CM 1:1 1/2960 kgs

CM 1:2720 kgs

CM 1:3480 kgs

CM 1:4360 kgs

CM 1:5288 kgs

ConcreteWorks

For MortarWorks

For Structure works Rs.28.75 x 2 = 57.50/ 1 cum.

For Drainage works Rs.29 x 1.5 = 43.13/ 1 cum.

For C.C pavement Rs.28.75x1 = 28.75/ 1 cum.

FillingCharges


22/46

Name of work: Providing cement concrete road with drainage at

Sl.No. Description of work No Measurements. Contents Rate Amount

L B D

1 Earthwork excavation in all clauses of soils with intial lead and

Lift etc. complete as per SS 20 B for foundation of drinage.

1 50.00 0.81 0.20 8.10

1 25.00 0.81 0.20 4.05

1 20.00 0.81 0.20 3.24

15.39 43.13 664

2 Cement concrete 1:4:8, mix using 40mm ISS HBG metal

including all cost and conveyance and all labour charges

etc. complete.

For drinage.

1 50.00 0.81 0.10 4.05

1 25.00 0.81 0.10 2.03

1 20.00 0.81 0.10 1.62

Cement road

1 50.00 4.00 0.10 20.00

1 25.00 3.50 0.10 8.751 20.00 3.50 0.10 7.00

43.45 1797.73 78102

3 Brickwork in cement mortar 1:5, mix using country bricks including

all cost and conveyance and all laboaur charges etc. complete.

Drinage side wall

2 50.00 0.23 0.30 6.90

2 25.00 0.23 0.30 3.45

2 20.00 0.23 0.30 2.76

13.11 1959.43 25688


23/46

4 Cement concrete 1:2:4, mix using 20mm ISS HBG metal including all

cost and conveyance and all labour charges etc. complete.

For cement road.

1 50.00 4.00 0.075 15.00

1 25.00 3.50 0.075 6.561 20.00 3.50 0.075 5.25

26.81 2718.66 72894

5 Plastering with cement mortar 1:5,12mm thick including all cost and

conveyance and all labour charges etc. complete.

1 50.00 1.36 68.00

1 25.00 1.36 34.00

1 20.00 1.36 27.20

129.20 58.90 7610

6 Contigencies and other unforseen charges for tar pad, L.S. 42

and strret crossings.

Total Err:508


24/46

Name of Work :-

Qty Unit Description of Work KM

Rate Per Amount

4.000 KG Cost of Biumen 32600 MT 130.40

10 SQM 71.00 71.00

10 Sqm Labour Charges (HDSR 2002-2003) 12.00 12.00

Rate for 10 sqm 213.40

Rate for 1 sqm 21.34

Name of Work :-

Qty Unit Description of Work KM

Rate Per Amount

PROVIDING AND LAYING PREMIX CARPET WITH SEAL COAT TYPE - A

0.180 Cum Cost of 13.2 mm IRC HBG machine metal 921 1 cum 165.81

0.090 Cum Cost of 11.2mm IRC HBG machine metal 685 1 Cum 61.66

0.090 Cum Cost of 6.70mm IRC HBG machine metal 556 1 Cum 50.05

24.400 KG Cost of packed Bitumen 34600 1 Mt 844.24

10 Sqm Hire charges for Tools and plant 290.92 290.92

10 Sqm Labour Charges (HDSR 2002-2003)

Rate for 10 Sqm 1412.68

Rate for 1 Sqm 141.27

Applying tack coat over WBM surface using Kg ofBitumen per 10 sqm. Including cost of Bitumenemulsion which will be supplied departmentallyat section stores cost of which will be recoveredat the rates as per special conditions appendedherewith including conveyance of Bitumenemulsion to actual workspot handling charges

including labour charges for brushing, cleaningand preparing the surface for laying the tackcoat and labour for applying the requiredquantity of bitumen emulsion including, hire,fuel and running charges for all tools and plantsemployed for the work including all otherincidental charges such as barricading andproviding danger lights, flages etc., complete as

Hire Charges for Bitumen squire with selfheating pumping arrangements SI HG SR 2002-2003

10sqm

Providing and laying P.C. with seal coat type Afor 20mm thickness using 0.18 cum of 13.20 MMIRC machine crushed metal with 14.60 Kg ofBitumen for Green mixing 10 Sqm of premixcarpet and 0.09 cum of 6.70mm IRC machinecrusher metal with 9.80 kgs of bitumen for sealcoat type A per 10 sqm including cost andconveyance of materials to the work sight andstacking them to the departmental metric guagefor pre measurement hating bitumen boilerheating the aggregates and mixing them withbitumen in mini hot mix plaint for premix rollerfor rolling to mix for pre mix carpeter and sealscoats separately including labour charges forspreading seals cost charges for mini hot mixplant bitumen boiler power roller and all other

tools and plants employed to accommodate as

10Sqm


25/46

Name of Work :-

I Layer Using Grade II Metal (90mm to 22.4mm) size metal

Qty Unit Description Rate Per Amount

0.050Cum Cost of 90mm IRC HBG Metal 425.15 21.26

0.450Cum Cost of 63mm IRC HBG Metal 532.151cum 239.47

0.425Cum Cost of 53mm IRC HBG metal 607.15 258.04


0.025Cum Cost of 22.4 mm IRC HBG metal 982.15 24.55

0.24Cum Cost of Red Gravel 127.30 30.55

10.00Sqm 180.64 180.64

10.00Sqm

- Rate for 10 Sqm 792.17

- Rate for 1 Cum 1056.22

Name of Work :-

II Layer Using Grade III Metal (63mm to 22.4mm) size metal

Qty Unit Description Rate Per Amount

0.025Cum Cost of 63mm IRC HBG Metal 532.15 13.30



0.025Cum Cost of 22.4 mm IRC HBG metal 982.15 24.55

0.025Cum 685.15 17.13

0.24Cum Cost of Red Gravel 127.30 30.55

10 Sqm 180.64 180.64

10Sqm

- Rate for 10 Sqm 933 64

1cum

1cum

1cum

1cum

1cum

Higher Charges for Tolls & Plant(S119&20 HGSR)

10Sqm

Labour Charges (S119 & 20HDSR)

1cum

1cum

1cum

1

Cost of 11.20 mm IRC HBG 1

1

Higher Charges for Tolls & Plant(S119&20 HGSR)

10Sqm

Labour Charges (S119 & 20


26/46

- Rate for 1 Cum 1244.85


27/46


28/46

Abstract

Name of work: Improvements to the existing Oorani at

S.No. Description of work Quantity Rate per Amount

1 Earthwork excavation inall clauses of soils with

intial lead of 0 to 100meters

using with machineries

including all labour

charges. 3600 55.00 1cum 198000

2 Earthwork excavation in

all clauses of soils

with intial lead and lift

in Medium rock& dense

medium rock 450 104.50 1cum 47025

3 Earthwork excavation in

all clauses of soils with

intial lead and lift as per

SS20 B for foundation 66.44 53 1cum 3488

4 Cement concrete 1:4:8 mix

using 40,mm metal include

ding all c ost and conveye

ance etc. complete. 27.74 1797.73 1cum 49865

5 R.R.Masonry in cement

mortar 1:5, mix using

required bond stone withsimultanous pointing 105.20 1528.52 1 cum 160793

6 Filling with carted sand in

cluding all cost and con-

veyance and all labour

charges etc. complete. 2.40 301.15 1cum 723

7 Centering soffists of c.c.

works including all cost

and all labour charges 25.83 90.00 1sqm 2325

8 Cement concrete 1:2:4

mix using 20mm ISS HBG

metal inclulding all

cost. 2.58 2718.66 1cum 7022

9 Plastering with cement


29/46

mortar 1:5, 20mm thick

including all cost 59.00 112.66 6646

10 Towards tree planting L.S. 1000

11 Towards sitting slab

arrangements L.S. 1000

12 Contigencies & Other un

forseen charges L.S. 113

Total 478000


30/46

Name of work: Improvements to the existing Oorani at

Detailed estimate.

S.No. Descrition of work No Measurements Contents.

L B D

1 Earthwork excavation in all clauses of

soils with intial led and lift complying with

machineries and tippers including all

labour charges.

Masin pond 1 40.00 40.00 2.00 3200.00

Baby pond 1 20.00 20.00 1.00 400.00

3600.00

2 Earthwork excavation in all clauses of soilsintial lead and lift etc. complete in M.R.

Dense medium rock requiring blasting

etc. complete.

Main pond 1 40.00 20.00 0.50 400.00

Baby pond 1 10.00 10.00 0.50 50.00

450.00

3 Earthwork excavation in all clauses of

soils with intial lead and lift etc. complete

for foundation.

Baby pond wall 1 79.10 0.60 0.30 14.24

Step side wall 2 6.00 0.75 (0.0+2.00) /2 9.00

Retaingwall 1 40.00 0.90 1.20 43.20

66.44

4 Cement concrete 1:4:8 mix using 40mm ISS

HBG metal including all cost and con

veyance and all labour charges etc.

Baby pond wall foundation 1 79.10 0.60 0.30 14.24

Step side wall foundation 2 6.00 0.75 0.30 2.70

Retaining wall foundation 1 40.00 0.90 0.30 10.80

Step Base 1 4.00 4.00 0.15 0.00

27.74


31/46


32/46

10 Towards tree planting and watering L.S.

11 Towards sitting slab arrangements L.S.

12 Contigencies and other unforseen charges L.S.


33/46

9.Cement concrete 1: :4:8

conveyance and all labour charges etc., Complete for 10 Cum

9.00 Cum Cost of 40mm metal 637.25 1 Cum 5735.25

4.50 Cum cement mortar1:4 1898.65 1 Cum 8543.93

1.80 Nos Mason II Class 162.00 Each 291.60

17.70 Nos Mazdoor I Class 112.00 Each 1982.40

14.10 Nos Mazdoor II Class 101.00 Each 1424.10

L.S. Sundries L.S 0.02

For 10 cum 17977.30

Rs. 1797.73 /1 cum

Brick work in CM 1:5 mix using country bricks of size 8 x 4 x 2 3/4 includi

cost and conveyance of all materials and all labour charges etc., Complete for 10 Cum.

1300.00 Nos Cost of country bricks 2243.25 1000 Nos 2916.23

0.708 Cum Cement mortar 1:5 1607.05 1Cum 1137.79

1.00 Nos Mason I Class 179.00 Each 179.00




L.S Sundries L.S 0.08

Rate for 10 Cum 5549.10

/2.832

Rs. 1959.43 / 1 cum

Plastering with Cm 1:5 mix using to 12 mm thick including all cost andconveyance of all Materials and all labour charges etc., Complete for 10 Sqm.

0.14 Cum Cost of CM 1:5 1607.05 1Cum 224.99





For 10 sqm 589.00

Rs 58.90 /1 sqm


34/46

Random Rubble Masonry in CM 1:5 mix using required Bond stone simultaneous

pointing including all cost conveyance and all labour charges etc, Complete.

10.00 Cum Cost of Rough stone 339.25 1Cum 3392.50

1.00 Cum Cost of Bond stone 437.25 1Cum 437.25

3.40 Nos Cost of CM 1:5 1607.05 1Cum 5463.97






For 10 cum 15285.20

Rs. 1528.52 / 1 cum

Plastering with CM 1:5 mix using to 20 MM thick including all costconveyance etc., Complete.

0.22 Cum Cost of CM 1:5 1607.05 1 Cum 353.55



3.20 Mazdoor II Class 101.00 Each 323.20


For 10 sqm 1126.60

Rs. 112.66 /1 sqm

Cement concrete 1:2:4 mix using 40mm ISS HBG metal including all costand conveyance and all labour charges etc., Complete.

9.00 Cum 857.25 1Cum 7715.25

4.50 Cum Cement Mortar 1:2 3505.15 1Cum 15773.18

1.80 1Nos Mason II Class 162.00 1Cum 291.60

17.70 Nos Mazdoor I Class 112.00 Each 1982.4014.10 Nos Mazdoor II Class 101.00 Each 1424.10


Rate for 10 cum 27186.60

Rs. 2718.66 / 1 cum

Cost of 20mm IssHBG metal


35/46

RCC 1:11/2:3 mix using using 20mm size of HBG metal including all costand conveyance etc., complete

9.00 Cum Cost of 20mm Metal 857.25 1 Cum 7715.25

4.50 Cum 4576.15 1Cum 20592.68


21.20 Nos Mazdoor I Class 112.00 Each 2374.4035.30 Nos Mazdoor II class 101.00 Each 3565.30


For 10 cum 34814.70

Rs. 3481.47 /1 cum

and conveyance etc., complete

1.00 Qtl Cost of steel 32062.50 1Mt 3206.25

0.01 Qtl Cost of binding wire 40.00 1 kg 40.00

3.50 Nos Fitter I Class 157.00 Each 549.50

For 1 qtl 3795.75

Rs. 3795.75 /qtl

RCC 1:2:4 mix using using 20mm size of HBG metal including all costand conveyance etc., complete

9.00 Cum Cost of 20mm Metal 857.25 1 Cum 7715.25

4.50 Cum Cost of Sand 292.15 1Cum 1314.68

3231.00 Kgs Cost of Cement 4462.50 1 Mt 14418.34



35.30 Nos Mazdoor II class 101.00 Each 3565.30


For 10 cum 29955.00

Rs. 2995.50 /1 cum

Cement Mortar 1:11/2:

Supplying and fabrication of steel for RCC works including all cost


36/46

Granolithic Cement Concrete 1:2:4 mix to 0.25m thick using 10mm to12mm ISS size of HBG metal including all cost and conveyance of all materials

to work site and all labour charges etc., complete for 10 cum

9.00 Cum 702.25 1 Cum 6320.25

4.50 Cum Cement Mortar 1:2 3505.15 1 Cum 15773.18



14.10 Nos Mazdoor II 101.00 Each 1424.10


For 10 cum 25791.60

Rs. 2579.16 /1 cum

Pointing with CM 1:3 mix over pressed titles on terrace roofing including all cost

and conveyance of all materials and labour charges etc., Complete for 10 sqm

0.04 Cum Cost of CM 1: 3 2463.85 1 Cum 98.55





For 10 sqm 622.10

Rs. 62.21 /1 sqm

Brick jelly with lime concrete using 20mm size of brick jelly with no sand

to be add including all cost and conveyance and all labour charges etc., complete

12.80 Cum 338.75 1 Cum 4336.00

5.00 Cum Cost of lime Stone 628.75 1 Cum 3143.75





For 10 cum 11208.50

Rs. 1120.85 / 1 cum

Cost of 10mm to12mm ISS HBG metal

Cost of 20mm brickjelly


37/46


38/46

Rs. 9.74 / 1 sqm

Painting with ready mixed good quality of enamel paint two coats including

all cost and conveyance etc., complete for 10 Sqm Over new Iron works.

2.22 Lits Cost of enamel paint 160.00 1 Litter 355.20

1.10 Nos Painter Ist Class 143.00 Each 157.30

L.S Sundries L.S 0.50For 10 sqm 513.00

Rs. 51.30 / 1 sqm

Plastering withs CM 1:3 10mm thick including all cost and conveyance and all

labour charges etc., complete.

0.10 Cum Cost of CM 1:3 2463.85 1Cum 246.39



1.10 Nos Mazdoor II Class 101.00 Each 111.10L.S Sundries L.S 0.02

For 10 sqm 677.60

Rs. 67.76 / 1 sqm

for 10 sqm.

1.34 Kgs Distember 60.00 1Kg 80.40

0.50 Nos Painter I grade 132.00 Each 66.000.50 No. Mazdoor I grade 112.00 Each 56.00

0.80 No. Mazdoor II grade 101.00 Each 80.80

Sundries L.S. 0.80

for 10 sqm 284.00

Rs. 28.40/ 1 sqm

10.00 sqm 2.15 1sqm 21.503.23 kgs snowcem paint 30.00 1Kg 96.90

0.50 No. Painter I class 143.00 Each 71.50

0.50 No. Mazdoor Igrade 112.00 Each 56.00

0.80 No. Mazdoor II Grade 101.00 Each 80.80

Sundries L.S. 0.80

for 10 sqm 327.50

Distermpering two coats includidng all cost anad conv eyance and all labourcharges

Snowcem painting two coats with approved paint over cement plastered wallsurface ceiling and other new surface including cleaning preparing the surfaceand curing etc. complete for 10 sqm

Cleaning plastered surface


39/46

Rs. 32.75/ 1 sqm

Paving the floor with plain colour ceramic tiles 200 x 200 x 6 mm in CM 1 : 3, 20 mm thick.

112.00 Nos Cost of ceramic tiles 40.00 1 Nos 4480.00

0.21 Cum Cost of CM 1:3 2463.85 1 Cum 517.41

3.00 Kgs White cement 18.00 1 kg 54.00

50.00 Gram Colouring pigment 20.00 1 Kg 1.00

1.20 Nos Mason I Class 179.00 Each 214.801.00 Nos Mason II Class 162.00 Each 162.00

0.50 Nos Stone cutter I class 138.00 Each 69.00



0.50 Kgs Cotton waste 5.00 Kg 2.50

For 10 sqm 5713.71

Rs. 571.37 / 1 sqm


40/46

g all


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automatic, c road estimate

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