est revised final

ESTIMATION OF HONGIRANNA

Sl.No Description Nos L B D1 Earthwork Excavation in Ordinary Soil

Column 16 1.52 1.52 1.52Lift Wall 1 3.20 3.20 1.80Outerside Wall 2 118.25 0.60 0.60Plinth Beam Excavation in Inside Wall 10 9.76 0.45 0.45Sanitary Works 1 103.05 0.60 0.60Chamber 1 3.05 2.44 1.50

2 P.C.CColumn 16 1.52 1.52 0.13Lift Wall 1 3.20 3.20 0.20Outerside Wall 2 118.25 0.60 0.10Plinth Beam Excavation in Inside Wall 10 9.76 0.45 0.10

3 R.C.C M20 GradeFooting Concrete 16 1.52 1.52 0.48Lift Concrete 1 3.20 3.20 0.50Column Concrete 16 0.23 0.45 11.31

4 0.30 0.15 11.31Plinth Beam Concrete 2 150.00 0.30 0.45Beam Concrete 30 8.84 0.20 0.48

6 36.28 0.20 0.48Slab Concrete 3 39.18 8.84 0.15Lintel Throughout 6 39.18 0.20 0.20Chajja Concrete 3 7.93 0.45 0.10Retaining Wall 4 1.98 0.15 11.65

4 R.C.C M20 GradeLoft Concrete 3 7.93 1.22 0.10

5 Size Stones Masonary12 2.56 0.45 1.39

Foundation 1 96.01 0.65 0.65Below Ground Level 1 96.01 0.45 0.60

6 D.P.COuterside Wall 1 96.01 0.45 0.10Plinth Beam Excavation in Inside Wall 10 7.01 0.45 0.08

7 Blocks MasonaryFirst Floor 2 82.62 0.23 3.05Second Floor 7 6.20 0.23 3.05

7 3.88 0.23 3.051 6.20 0.23 3.051 4.56 0.23 3.05

DeductionRolling shutters 7 3.73 0.23 2.60

1 13.34 0.23 2.74

8 15mm Plastering14 6.20 2.5914 3.88 2.59

2 6.20 2.592 4.56 2.59

Partition WallGround Floor 4 1.22 2.10

4 1.42 2.10First Floor 4 1.22 2.10

4 1.42 2.10Second Floor 4 1.22 2.10

4 1.42 2.10Retaining Wall 2 1.98 11.80

2 1.98 11.80

9 6mm Plastering Ceiling3 8.84 39.18

Loft Plastering 12 1.22 1.22Chajja 2 7.93 0.45

10 15mm PlasteringBeam 27 8.84 1.13Column 16 1.36 11.80

4 1.00 11.80Slab Projection 12 1.83 0.45

11 Copping Water Patti 3 89.02

12 ReinforcementFooting 1 4451.14Column 1 4075.51Plinth Beam 1 6994.35Beam 1 7743.07Slab Concrete 1 14071.27Loft Concrete 1 787.38Retaining Wall 1 1359.24

13 20mm Wall Plastering1 89.02 11.802 89.02 0.90

14 Painting 1 101.79

15 Flooring Concrete M15Cellular 1 35.98 8.84 0.08Parking 1 3.51 8.84 0.08Set Backs 1 3.13 8.84 0.08

16 Daddoing12 1.22 2.1012 1.22 2.10

15% Wastage

17 GraniteStepsThread 54 1.22 0.25Side Walls 54 1.22 0.30Landing 6 1.22 1.2225% Wastage

18 Electrical Cost 1 150000.00

19 Plumbing Cost 1 150000.00

20 Rolling Shutters 7

21 Aluminium Windows12 0.60 0.61

22 Grills1 92.20

23 Collapsible Doors

24 Vitrified Tiles3 36.05 8.84

Skirting15% Wastage

25 Earth Filling1 8.84 42.68 0.60

26 Cuddapa

27 Sadarhalli Tiles0 9.15 2.44

Skirting 0 0.00 0.0015% Wastage

28 Brick Masonary12 4.88 0.1 2.10

Additional Estimation1 Earthwork Excavation in Hard Soil 13 1.52 1.52 0.50

2 Size Stone MasonaryBelow Ground Level 1 37.46 0.45 0.45

3 Earth Filling1 4.34 3.05 0.201 5.87 3.05 0.201 3.05 3.05 0.201 4.34 6.33 0.201 2.44 4.34 0.201 9.15 9.15 0.201 4.57 4.57 0.201 4.42 4.57 0.201 1.52 4.57 0.20

5 Fabrication -Dismantling,Shifting

Dismantling Wall

6 Earth Work Consolidation

DEDUCTION1 Slab Concrete 1 30.11 0.142 Reinforcement 1 366.973 Loft Concrete 1

(-)Deduction

4 Loft Reinforcement 1 196.05


Qty

56.718.485.119.837.111.2

228.3 Cum

4.82.0

14.24.4

25.5 Cum

17.65.1

18.72.0

40.525.220.7

155.99.41.1

13.9310.0 Cum

2.92.9 Cum

19.240.625.985.7 Cum

4.32.46.7 Cum

115.9230.44

19.054.353.20

-15.63-8.42

32.98 Cum

224.81140.69

32.1223.62

10.2411.9310.2411.9310.2411.9346.7746.73

581.25 Sqm

1039.1417.86

7.141064.14 Sqm

269.75256.77

47.209.88

583.60 Sqm

267.07267.07 Rmt

4451.144075.516994.357743.07

14071.27787.38

1359.2438122.73 Kgs

1050.49160.24

1210.73 Sqm

101.8 Squares

23.862.322.07

28.25 Cum

30.7430.74

9.2270.71 Sqm

16.519.8

8.911.2945.16 Sqm

150000

150000

7.00

4.394.39 Sqm

92.2092.20 Kgs

0.00 Nos

956.25

107.581063.83 SQm

226.43226.43 Cum

0.000.00 Sqm

0.000.000.000.00 SQm

1212.3 Cum

Additional Estimation15.1

7.597.6 Cum

2.653.581.865.492.12

16.744.184.041.39

42.05 Cum

3500150030008000

56.7 Cum

DEDUCTION4.1

366.9713.2

9.93.3

196.05


37.1802510.243902

141.943.902439233.22659

17.559045.1219512 22.680991

9.67073179.6707317

42.61463462.40396357.603659162.62226

43.20274431.55487874.757622

504132

831914

-68-37647

225141

32.1223.62

3183128

377

26644.297

Abstract Estimate Of Hongirana

Sl No Description Unit Qty Rate Amount Cement Sand 40mm Jelly Bricks Blocks Boulders Dust1 Earthwork Excavation Cum 8053 15 1207972 P.C.C M10 Grade Cum 25 114 19.10 24.19 1107773 M20 Grade For Footing Cum 22.7 181 17.01 21.55 134594

Column Cum 20.8 166 15.58 19.73 123235Plinth Beam Cum 40.5 324 30.38 38.48 240335Beam Cum 45.9 367 34.41 43.58 272250Slab Cum 155.9 1247 116.90 148.08 924971Lintel Cum 9.4 75 7.05 8.93 55796Chajja Concrete Cum 1.1 9 0.80 1.02 6350Retaining wall Cum 13.9 111 10.39 13.16 82201

4 M15 Grade For loft Concrete Cum 3 23 2.18 2.76 172165 Size Stone Masonary 1:6 Cum 86 124.21 25.70 10279 2056 1028 3018146 D.P.C M10 Grade Cum 7 30 5.02 6.35 302137 Block Masonary 1:6 Cum 33 48 14.84 7769 3119878 15mm Plastering 1:4 Sqm 581 105 14.53 623569 20mm Plastering Sqm 1064 213 37.24 137691

10 15mm Plastering For Beam Sqm 584 117 20.43 7551311 Water Patti Rft 876 24 3.942 1502412 Reinforcement Kgs 38123 50 1906137 013 12mm Ceiling Sqm 1211 97 36.32 9000114 Painting Squares 102 4500 458055 015 Flooring Concrete Cum 28 92 19.78 26.84 11186916 Daddoing Sqm 71 4.95 2.83 597117 Kitchen Rack,Acid Wash,Nosing Sqm 45 018 Electrical Cost Squares 150000 150000 019 Plumbing Cost Squares 150000 150000 020 Flush Doors Nos 0 12000 0 021 Aluminium Windows Sqft 47 320 15116 022 Grills Kgs 92 80 7376 023 M.S Door NOs 0 8000 0 024 Binding Wire,Nails,Transportation Charges L.S 350 80 28000 025 Vitrified Tiles with skirting Sqft 11447 50 572341 74.47 53.19 10485126 Earth Filling Loads 113 800 90571 027 Slab Expenses-Lift Charge extra 3 15000 45000 028 Sadarahalli Tiles Sqft 0 95 0 029 Cuddappa Sqm 0 40 0 030 Earthfilling Consolidation Cuft 7988 6 47930 031 Brick Masnry Cum 12 16.60 4.30 6148.80 53297

Labours1 Block Masoanry Sqft 7769 20 1553772 Size Stone Masonary Cft 1164 18 209463 Rough Plastering,Ceiling Sqft 24584 13 3195914 Smooth Plastering Sqft 6254 13 813055 Rough Plastering For Beam Rft 1557 14 217996 Lintel Concrete Rft 771 70 539707 Chajja,Rack Concrete Sqft 345 70 241808 Flooring Concrete Sqft 7367 12 884069 Door Fixing Nos 300 0

10 Window Fixing Nos 300 011 Water Patti Rft 876 40 35040

20mm Jelly

Size Stone

Materials Amount

12 Footing Concrete Cft 800 60 4801113 Beam Concrete Rft 1584 170 26928014 Plinth Beam Rft 984 120 11808015 Column Beam Rft 329 160 5270016 Slab Concrete Sqft 11181 45 50315217 Loft Concrete Sqft 312 45 1404818 Retaininng Wall Sqft 99319 Vitrified Sqft 11447 14 16025620 Nosing L.S 85 220 1870021 Acid Wash L.S 1500022 Granite With Cuddapa Sqft 486 205 9960923 Cuddapa Sqft 0 35 024 Daddoing Sqft 761 13 989125 Skirting Rft 0 18 026 Sadarhalli Sqft 0 26 027 Municipal Plan L.S 600028 Architect Fees L.S 1500029 Brick Masonary Cuft 1323 20 2646430 Railings Rft 104 750 7800031 Staircase NOs 50 1000 5000032 Rolling Shutters NOs 7 20000 140000

3581 492 330 24 7769 10279 2056 1028 3268312.317Materials Calculations

1 Cement Bags 3581 400 14324192 Sand Cuft 17355 40 6941873 20mm Jelly Cuft 11659 50 5829484 40mm Jelly Cuft 853 45 384035 Laterite Nos 7769 35 2719096 Size Stone Nos 10279 12 1233527 Boulders Cft 2056 30 616768 Dust Cft 1028 30 308389 Bricks NOs 7769 6.6 51274

9303134

20% profit 186062711163761

Total Project Cost 94608

Extra120797 120797 144957

30114 140892 16907048011 182605 21912652700 175935 211122

118080 358415 430098269280 541530 649835503152 1428123 1713748

53970 109766 13171924180 30531 3663769556 151758 18210914048 31264 3751720946 322760 387312

9653 39865 47838155377 467363 560836

81305 143662 172394148852 286543 343852

21799 97312 11677535040 50064 60077

1906137 1906137 2287364169357 259358 311230

458055 458055 54966648639 160508 192609

9891 15863 19035133309 133309 159971150000 150000 180000150000 150000 180000

0 0 015116 15116 181407376 7376 8851

0 0 028000 28000 33600

160256 572341 837448 100493890571 90571 10868545000 45000 54000

0 0 0 00 0 0 0

47930 47930 5751626464 79761 95713

Labour Amount

6000 600015000 15000

78000 7800050000 50000

140000 1400002070671.22 3745633 9084616

-218518

9084616

Footing 800.18537 60 48011Column 329.37561 160 52700Slab 11181.163 45 503152Beam 1584 170 269280Plinth Beam 984.00 120 118080Lintel 771 70 53970Chajja 345.43537 70 24180Retaining Wall 993.65976 70 69556

Name of Work: Construction of Building at Hongiranna SagarTaluk, Shimoga

Sl No Description of Item Unit Quantity

1

Cum 8053.15

2

Cum 25.46

3

Footing Cum 22.68

Column Cum 20.77

Plinth Beam Cum 40.50

Beam Cum 45.88

Slab Cum 155.87

Lintel Cum 9.40

Chajja Cum 1.07

Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil complete as per specifications.

Providing and laying in position plain cement concrete of mix M10 with OPC cement with 40mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.

Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications and with Formwork.

4Slab Cum 2.90

5

Cum 6.69

6

Cum 85.66

7

Wall Cum 32.98

8

Sqm 581.25


Providing and laying in position Damp Proof concrete of mix M10 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.

Providing and constructing size stone masonaryof proportion 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.

Providing and constructing load bearing wall with Laterite masonary of proportion 1:5 ( lxb ) including cost of materials, labour charges, scaffolding, curing complete as per specifications.

Providing 15mm Plastering of CM 1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications.

9Sqm 1064.14

10

Sqm 583.60

11 Providing Band Concrete of CM 1:6

Rft 876.00

12

Kgs 38122.73

13

Sqm 1210.73

14

Squares 101.79



Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete as per specificationsMORTH Specification


Providing painting including cost of materials, labour charges, scaffolding, curing complete as per specifications.

15

cum 16.00

16

Sqm 70.71

17

Sqm 45.16

18 Electrical Cost

19 Plumbing Cost

Providing and laying in position plain cement concrete of mix M7.5 with OPC cement with 40mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.

Providing skirting, dado, rises of steps with colour glazed tiles 30x60cms 6mm thick with border of size 30X10cms on 10mm thick cement plaster 1:3 and jointed with white cement slurry over rough plaster surface ( excluding cost of rough plastered surface which should be measured and paid separately ).

Providing granite in racks,,Acid Wash,Nosing, cement plaster 1:3 and jointed with white cement slurry over rough plaster surface ( excluding cost of rough plastered surface which should be measured and paid separately ).

20

Nos 5

21

Sqm 47.24

22

Kgs 92.20

23 Providing M.S Door as per specification

Nos 3

24

25

11446.82

26

Providing Flush Door with Door Frames with lipping,well polished as per specification

Providing and fixing in position aluminium windows and ventilators as per approved drawings

Providing and fixing M.S.grill work for windows and ventilators weighing 28kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer,

Binding Wire,Nails,Transportation and other expenses

Providing flooring with 60 cms.x60 cms. size vitrified glazed tiles of approved quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete.

Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, . including cost of all labour complete as per specifications

113.21

27 Lift Charges for slab

1

28

Sqm 0.00

29

Sqm 0.00

30

Consolidation Charges Cft 7988.37

Providing flooring with sadarhalli tiles of approved quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete.

Providing racks with Cuddapaof approved quality & make, fixed on top of existing flooring fixed with suitable adhesive, including cutting the tiles to the required size and fixing etc., complete.



Total

120797

140892

182605

175935

358415

541530

1428123

109766

30531

Basic Rate (Rs)

Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width,

Providing and laying in position plain cement concrete of mix M10 with OPC cement with 40mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM

Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing,

31264

39865

322760

467363

143662

Providing and laying in position reinforced cement concrete of design mix M15 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing,

Providing and laying in position Damp Proof concrete of mix M10 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM


Providing and constructing load bearing wall with Laterite masonary of proportion 1:5 ( lxb ) including cost of materials, labour charges, scaffolding, curing complete

286543

97312

50064

1906137

259358

458055

160508

15863

133309

150000

150000

015116

7376

Providing M.S Door as per specification

0

28000

837448

800.00 90571

Lift Charges for slab

45000

0

0

3.00 47930

8832097

0.20 1766419.48

10598516.89

Name of Work: Construction of Commercial Building at SagarTaluk, Shimoga


1

Cum 233.84

2

Cum 25.00

3

Footing Cum 22.70

Column Cum 20.80


Beam Cum 45.90

Slab Cum 155.90

Lintel Cum 9.40




Chajja Cum 1.10

Retaining Wall Cum 13.90

4

Slab Cum 3.00

5

Cum 7.00

6

Cum 86.00

7





Wall Cum 33.00

8

Sqm 412.78

9

Sqm 300.73

10

Sqm 581.00


Rft 876.00

12





Kgs 38123.00

13

Sqm 1211.00

14

Squares 102.00

15

cum 28.00




16

Sqm 103.03

17

Sqm 45.00

18 Electrical Cost

19 Plumbing Cost

20

Nos 0




21

Sqm 47.00

22

Kgs 92.00


Nos 0

24

25

11447.00

26






226.00


1

28

Sqm 0.00

29

Sqm 0.00

30


31 Brick Masoanry 12.00




Name of Work: Construction of Commercial Building at SagarTaluk, Shimoga

Total

144957

169070

219126

211122

430098

649835

1713748

13179

Basic Rate (Rs)

Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in

Providing and laying in position plain cement concrete of mix M10 with OPC cement with 40mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery,

Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications

36637

182109

37517

47838

387312


Providing and laying in position Damp Proof concrete of mix M10 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery,


Providing and constructing load bearing wall with Laterite masonary of proportion 1:5 ( lxb ) including cost of materials, labour charges, scaffolding, curing complete as per

560836

126436

91742

172394

60077

311230

458055

192609

26414

159971

180000

180000

0

18140

8851


0

28000

1004938

108685


45000

0

0

57516

95713

8129156

-3034605.08

36239.25 43502

42267.5 72484

54781.5 152510

52780.5 118950

107524.5 106024

162458.75 219672

428437 531944

3294.75 44795

9159.25 23683

9379.25 154694

11959.5 25831

58096.8 132207

84125.4 275563

18965.4456542 126436

13761.30850244 91742

25859.1 22057

9011.55 13586

#VALUE! 735264

46684.5 97540

68708.25 165031

28891.35 101853

3962.153956014 26414

23995.65 75357

150000

75000

61500

17923

1327.65 85368

24000

25000

200987.6 86090

21737 52985

10000

0 313545

0 58405

12653.52 27150

4344100

Name of Work: Additional Work For Construction of Building at Hongiranna SagarTaluk, Shimoga


1

Cum #REF!

2

Cum #REF!

3

4


5 Dismantling(Wall,Cleaning)+Tree Cutting

Seventy Nine Thousand Five Hundred Rupees Only





Name of Work: Additional Work For Construction of Building at Hongiranna SagarTaluk, Shimoga

Total

#REF!

#REF!

#REF!

#REF!

11000

#REF!

Round Off 79500

Seventy Nine Thousand Five Hundred Rupees Only

Basic Rate (Rs)



#REF! 43502

#REF! 132207

#REF! 52985

10000

#REF! 27150

2420 27150


1

Slab Cum

2

Slab Cum

3

Kgs #REF!

Deduction

One Lakhs Two HUndred Rupees Only

Name of Work: Revised (Deduction) Estimate for Construction of Building at Hongiranna SagarTaluk, Shimoga




Total

#REF!

#REF!

#REF!

#REF!

10% Profit #REF!

#REF!

Round Off 100200

One Lakhs Two HUndred Rupees Only

Name of Work: Revised (Deduction) Estimate for Construction of Building at Hongiranna SagarTaluk,

Basic Rate (Rs)



Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete as per specificationsMORTH

#REF! 43502

#REF! 132207



1

Cum 2900.13

2

Cum 10.55

3

Footing Cum 16.70

Column Cum 9.60


Beam Cum 19.10

Slab Cum 43.80

Lintel Cum 2.88

Chajja Cum 1.42




4Slab Cum 13.22

5

Cum 3.24

6

Cum 37.20

7

Wall Cum 60.11

8

Sqm 412.78






9Sqm 300.73

10

Sqm 84.43


Rft 240.00

12

Kgs 11764.22

13

Sqm 398.92

14

Squares 31.89






15

cum 16.00

16

Sqm 103.03

17

Sqm 22.36

18 Electrical Cost

19 Plumbing Cost




20

Nos 5

21

Sqm 56.01

22

Kgs 927.91


Nos 3

24

25

911.57

26

63.08








1

28

Sqm 2159.40

29

Sqm 648.94

30


Additional Estimation

Revised Estimate After Deduction

Grand Total

Forty Three Lakhs Twenty Three Thousand Four Hundred Rupees Only





Total

43502

72484

152510

118950

106024

219672

531944

44795

23683

Basic Rate (Rs)


Providing and laying in position plain cement concrete of mix M10 with OPC cement with 40mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery,


154694

25831

132207

275563

126436


Providing and laying in position Damp Proof concrete of mix M10 with OPC cement with 20mm and down size graded granite metal coarse aggregates and fine aggregtes machine mixed, machine mixed, concrete laid in layers. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery,


Providing and constructing load bearing wall with Laterite masonary of proportion 1:5 ( lxb ) including cost of materials, labour charges, scaffolding, curing complete as per

91742

22057

13586

735264

97540

165031

101853

26414

75357

150000

75000

61500

17923

85368


24000

25000

86090

52985


10000

313545

58405

27150

(A) 4344100

(B) 79500.00

(C) 100200.00

(A+B-C) 4323400Forty Three Lakhs Twenty Three Thousand Four Hundred Rupees Only

10875.50346107 43502

18120.89892829 72484

38127.3952149 152510

29737.6 118950

26505.9625 106024

54917.88125 219672

132985.925 531944

11198.63854469 44795

5920.853323171 23683

38673.40989984 154694

6457.685330716 25831

19831.09945631 132207

41334.41757362 275563

18965.4456542 126436

13761.30850244 91742

3308.494194941 22057

2037.9 13586

183815.947425 735264

14630.92847728 97540

24754.6125 165031

15277.91239967 101853

3962.153956014 26414

11303.4821824 75357

150000

75000

61500

17923

12805.15709697 85368

24000

25000

17217.9258624 86090

10597.0032 52985

10000

62708.93227145 313545

11680.91119767 58405

5972.894883648 27150

4344100

BASIC RATES OF MATERIALS FOR WORK AT ANALEKOPPA SITE

Material Quantity Rate Per (RS.) Unit

CEMENT 1.00 400.00 BagSAND 1.00 1411.20 Cum 1411.2040mm Aggregarte 1.00 1340.64 Cum 38.00AGGREGATE 1.00 1764.00 Cum 50.00 50BOULDER 1.00 1234.00 Cum 34.98 1234.8MURUM 1.00 850.00 CumSal/ Honney WOOD 1.00 3000.00 CftTEAK WOOD 1.00 4000.00 CftBRICKS 16"x8"x8" HOLLOW 1.00 36.00 No

1.00 36.00 No

1.00 36.00 NoLIME 1.00 10.00 KgSTEEL 1.00 50.00 KgCERAMIC TILES 1.00 46.00 SftGLAZED TILES 1.00 45.00 SftVITRIFIED TILES 1.00 50.00 Sft

1.00 40.00 SftBINDING WIRE 1.00 80.00 KgBRICKS 1.00 6.60 Nos

2. RATE ANALYSIS FOR BOULDER SOLLING FOR UNIT 1.00 CUM

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Boulders 1.00 1234.00 Cum 1,234.00 Dust in voids 0.50 987.84 Cum 493.92 Labour 35.28 15.00 Cft 529.20

2,257.12 Add 25% Contractor Profit 451.42

Cum 2,708.54

5.Rate Analysis for P.C.C.1;4;8( M 7.5) FOR UNIT 1.00 CUM

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)

Metal over size-40mm Jelly 0.92 1340.64 Cum 1,233.39 Sand 0.58 1411.20 Cum 818.50 Cement 3.30 400.00 Bag 1,320.00 Labour= 14.00/Sft 107.60 14.00 Sqft 1,506.40

4,878.28 Add 25% Contractor Profit 1,219.57 Total Cum 6,097.86

BRICKS 16"x8"x8" SOLID 30KG/CM SQ.BRICKS 16"x8"x4" SOLID 50KG/CM SQ.

KOTTA TILES 22 1/2"X22 1/2"

8.Rate Analysis for Footing with Steel using M-20 Grade FOR UNIT 1.00 CUM

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)

Cost of Material 1.00 5,043.00 Cum 5,043.00

35.28 70.00 Sqft 2,469.60

Bhistie 0.50 100.00 L.S 50.00 7,562.60

Add 25% Contractor Profit 1,890.65 Total Cum 9,453.25

29.Rate Analysis of Steel

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Basic Rate Of Steel 1.00 50.00 Kg 50.00

0.10 50.00 Kg 5.00

0.02 80.00 Kg 1.60 Labour Charges 1.00 6.00 Kg 6.00

62.60 Add 25% Contractor Profit 15.65 Total Kg 78.25

29.Rate Analysis of Steel without labour

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Basic Rate Of Steel 1.00 50.00 Kg 50.00

0.10 50.00 Kg 5.00

0.02 80.00 Kg 1.60 56.60

Add 25% Contractor Profit 14.15 Total Kg 70.75

9.Rate Analysis for Coloumn with Steel using M-20 Grade FOR UNIT 1.00 CUM(0.45*0.45)

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cost of Material 1.00 5,311.00 Cum 5,311.00

16.40 310.00 Rft 5,084.00

Steel 82 - Kg -

Labour for Bhiste L.S 50.00 L.S 50.00 10,445.00

Add: Labour for Concreting @70.00 per Sqft icluding vibrator and mixer machine

10% For Wastage & Lapping LengthBinding Wire charges 20 Kg/ MT.

10% For Wastage & Lapping LengthBinding Wire charges 20 Kg/ MT.

Add: Labour for Concreting with formwork @ 310 per Rft

Add 25% Contractor Profit 2,611.25 Total Cum 13,056.25

10.RCC Plinth Beams without steel using M-20 Grade FOR UNIT 1.00 CUM (0.23 x 0.45)

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cost of Materials 1.00 5,311.00 Cum 5,311.00

32.80 140.00 Rft 4,592.00

Labour for Bhiste 1 50.00 L.S 50.00 Steel 164 - Kg -


10.RCC Mezzaline Beams without steel using M-20 Grade FOR UNIT 1.00 CUM (0.23 x 0.45)


32.80 275.00 Rft 9,020.00



10.RCC Tie Beams without steel using M-20 Grade FOR UNIT 1.00 CUM (0.23 x 0.45)


32.80 275.00 Rft 9,020.00



14.RCC Slab beams without Steel using M-20 Grade concrete FOR UNIT 1.00 CUM(0.23*0.45)


Add: Labour for Concreting with formwork and steel @ 140 per Rft



Machine Rent 1.00 1000.00 L.S. 1,000.00 Add: Labour for Mason 1.00 450.00 Cum 450.00

31.69 250.00 Rft 7,922.50 For Bhiste 0.50 125.00 LS 62.50


15.Slab without Steel using M-20 Grade concrete FOR UNIT 1.00 CUM 6" thick

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cost of Materials 1.00 5,311.00 Cum 5,311.00 Machine Rent 1.00 1000.00 L.S. 1,000.00 Add: Labour for Mason 1.00 375.00 Cum 375.00

86.08 60.00 Sqft 5,164.80 Labour for bhistle 0.50 125.00 LS 62.50


18.16"X8"X4"THK SOLID BLOCK MASONRY FOR UNIT 100.00 SFT

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)125.00 36.00 No. 4,500.00

Cement 1.70 400.00 Bag 680.00 Sand 0.35 1411.20 Cum 493.92

107.60 20.00 Sft 2,152.00 Add: Labour for Bhistle 0.50 125.00 Each 62.50 Scaffolding 1.00 150.00 L.S. 150.00

8,038.42 Add 25% Contractor Profit 2,009.61 Total 100Sft 10,048.03

Sqm 933.83

21) Ceiling Plastering for Unit 100Sft 12mm thick(rough)

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cement 1.50 400.00 Bag 600.00 Sand 8.47 40.00 Cft 338.80 Labour Mason@ 15per Sft 107.60 15.00 Sft 1,614.00 Bhistie 1.00 150.00 Each 150.00 Scaffolding 1.00 150.00 L.S. 150.00

For Centring work @ 250 per Rft

For Centring work @60 per Sqft

SOLID BLOCKS (30KG/CM SQ.)

Add: Labour Mason (including dressing)

2,852.80 Add 25% Contractor Profit 713.20 Total 100Sft 3,566.00

1Sqm 331.41

22) Lime polish For Unit 100 Sft

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cement 0.25 400.00 Bag 100.00 Lime 34.00 6.00 Kg 204.00 Labour Mason 50.00 1.50 Sft 75.00

379.00 Add 25% Contractor Profit 94.75 Total Sft 473.75

Sft 4.74

23) Internal Plastering for Walls for Unit 100 Sft

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cement 1.50 400.00 Bag 600.00 Sand 8.47 40.00 Cft 338.80 Labour Mason@ 14per Sft 100.00 14.00 Sft 1,400.00 Scaffolding 1 150.00 L.S. 150.00


1 Sqm 289.13 26.87

24) External Plastering for Unit 100 Sft 20mm thick

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cement 3.00 400.00 Bag 1,200.00 Sand 10.59 40.00 Cft 423.60 Labour Mason@ 18per Sft 100.00 18.00 Sft 1,800.00 Scaffolding 1.00 25.00 L.S. 25.00


1 Sqm 400.63

34.Antiskid Tiled Flooring 10m2

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Basic Rate of Tile Tiles 11.00 495.00 Sft 5,445.00 Cement 2.00 400.00 Bag 800.00

Sand 0.4 1411.20 Cum 564.48 107.60 13.00 Sqm 1,398.80

8,208.28 Add 25% Contractor Profit 2,052.07 Total 10 Sqm 10,260.35

1Sqm 1,026.04

35.Vitrified Tiled Skirting 10m2

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Basic Rate of Tile Tiles 11.00 495.00 Sft 5,445.00 Cement 2.00 400.00 Bag 800.00 Sand 0.4 1411.20 Cum 564.48

100.00 42.64 Rmt 4,264.00 11,073.48

Add 25% Contractor Profit 2,768.37 Total 10 Sqm 13,841.85

1Sqm 1,384.19

34.Vitrified Tiled Flooring 10m2


107.60 13.00 Sqft 1,398.80

100.00 13.00 Rft 1,300.00 10,813.28


1Sqm 1,351.66

24)Red Oxide for Unit 100 Sft

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)Cement 2.00 400.00 Bag 800.00 Sand 0.50 1411.20 Cft 705.60 Labour Mason 100.00 20.00 Sft 2,000.00 Red Oxide 1.00 200.00 L.S. 200.00


Labour for fixing @13 per Sqft

Labour for Cutting & fixing @13 per Rft

Labour for fixing @13 per SqftLabour for fixing @13 per Rft

SQm 430.48

34.Antiskid -Glazed Tiled Flooring 10m2


107.60 13.00 Sqm 1,398.80 8,208.28


1Sqm 1,026.04

35.BRICK MASONRY FOR UNIT 100.00 SFT

Material Quantity Rate Per Amount New Rates(RS.) Unit (RS.) (RS.)BRICKS 1430.00 6.50 No. 9,295.00 Cement 1.70 400.00 Bag 680.00 Sand 0.35 1411.20 Cum 493.92

107.60 20.00 Sft 2,152.00 Add: Labour for Bhistle 0.50 125.00 Each 62.50 Scaffolding 1.00 150.00 L.S. 150.00

12,833.42 Add 25% Contractor Profit 3,208.36 Total 100Sft 16,041.78

Sqm 1,490.87 138.56

Labour for fixing @13 per Sqft

Add: Labour Mason (including dressing)

2. RATE ANALYSIS FOR BOULDER SOLLING FOR UNIT 1.00 CUMAmount

(RS.)

1058.4

5.Rate Analysis for P.C.C.1;4;8( M 7.5) FOR UNIT 1.00 CUMAmount

(RS.)

0.145 0.73

8.Rate Analysis for Footing with Steel using M-20 Grade FOR UNIT 1.00 CUMAmount

(RS.)

29.Rate Analysis of SteelAmount

(RS.)

29.Rate Analysis of Steel without labourAmount

(RS.)

9.Rate Analysis for Coloumn with Steel using M-20 Grade FOR UNIT 1.00 CUM(0.45*0.45)Amount

(RS.)0.3*0.3 0.09

11.1111111 36.4444444

36.08

10.RCC Plinth Beams without steel using M-20 Grade FOR UNIT 1.00 CUM (0.23 x 0.45) 0.23*0.45 0.1035Amount 9.66183575 31.6908213

(RS.)36.08

10.RCC Mezzaline Beams without steel using M-20 Grade FOR UNIT 1.00 CUM (0.23 x 0.45)Amount 0.23*0.45 0.1035

(RS.) 9.66183575 31.6908213

36.08

650010.RCC Tie Beams without steel using M-20 Grade FOR UNIT 1.00 CUM (0.23 x 0.45) 3500

Amount(RS.) 0.23*0.45 0.1035

9.66183575 31.6908213

36.08

14.RCC Slab beams without Steel using M-20 Grade concrete FOR UNIT 1.00 CUM(0.23*0.45)Amount

(RS.) 0.23*0.459.66

31.69

15.Slab without Steel using M-20 Grade concrete FOR UNIT 1.00 CUM 6" thickAmount 1*1

(RS.) 886.08

18.16"X8"X4"THK SOLID BLOCK MASONRY FOR UNIT 100.00 SFTAmount

(RS.)

21) Ceiling Plastering for Unit 100Sft 12mm thick(rough)Amount

(RS.)

22) Lime polish For Unit 100 SftAmount

(RS.)

23) Internal Plastering for Walls for Unit 100 SftAmount

(RS.)

24) External Plastering for Unit 100 Sft 20mm thickAmount

(RS.)

34.Antiskid Tiled Flooring 10m2Amount

(RS.)

35.Vitrified Tiled Skirting 10m2Amount

(RS.)

34.Vitrified Tiled Flooring 10m2Amount

(RS.)33

107.6

24)Red Oxide for Unit 100 Sft Amount

(RS.)

17.64

34.Antiskid -Glazed Tiled Flooring 10m2Amount

(RS.)

35.BRICK MASONRY FOR UNIT 100.00 SFTAmount

(RS.)

EstAbstractCompany-AbstractClient-abstraactAdditional EstimateDeduction EstimateREvisedRate Analysis

est revised final

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