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RATE ANALYSIS Page 1 document.xlsx DATE: 16-Aug-2022 RATE ANALYSIS AS PER MARKET RATE SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT 1.12 RUBBLE SOLING QTY - 10.00 Thickness 230 mm A MATERIAL Murrum Cum 1.06 150.00 158.70 Rubble Cum 3.22 350.00 1127.00 1285.70 B Labour Mazdoor Nos 2.00 100.00 200.00 Mate Nos 0.15 225.00 33.75 Bhisti Nos 0.40 100.00 40.00 Roller Days 0.030 2000.00 60.00 Helper Nos 0.030 100.00 3.00 333.75 TOTAL C Add for water & electrical charges 1619.45 0.02 32.39 D Add for tools and plants 1619.45 0.05 80.97 E Add contractor's profit 1732.81 0.20 346.56 Rate per Sqm 2079.37 10.00 207.94 Rate per Sqm Rate per Sqm Labour + Material 42.85 + 165.08 2. CONCRETE WORK 2.1.1 PCC QTY - 10.00 Proportion 1 4 8 A MATERIAL Cement Bag 35.08 385.00 13504.62 Sand Cum 4.91 525.00 2578.15 Aggregate Cum 9.82 500.00 4910.77 20993.54 B Labour Mazdoor Nos 16.30 100.00 1630.00 Bhisti Nos 7.00 100.00 700.00 Mason Nos 1.00 200.00 200.00 Mixer operator Nos 0.70 125.00 87.50 Mate Nos 0.50 225.00 112.50 2730.00 Total C Add for water & electrical charges 23723.54 0.02 474.47 D Add for tools and plants 23723.54 0.05 1186.18 E Add contractor's profit 25384.19 0.20 5076.84

Market Rate Analysis

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This Sheet Is Used for Rate Analysis of Market Current Rate....U just have to Put Current Market Rate......& U will get the Cost for the Civil Items

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Page 1: Market Rate Analysis

RATE ANALYSIS Page 1 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

1.12 RUBBLE SOLING QTY - 10.00 SQMThickness 230 mm

A MATERIAL

Murrum Cum 1.06 150.00 158.70Rubble Cum 3.22 350.00 1127.00

1285.70 1285.70

B LabourMazdoor Nos 2.00 100.00 200.00Mate Nos 0.15 225.00 33.75Bhisti Nos 0.40 100.00 40.00Roller Days 0.030 2000.00 60.00Helper Nos 0.030 100.00 3.00

333.75 333.75TOTAL 1619.45

C Add for water & electrical charges 1619.45 0.02 32.39 32.39

D Add for tools and plants 1619.45 0.05 80.97 80.971732.81

E Add contractor's profit 1732.81 0.20 346.56 346.562079.37

Rate per Sqm 2079.37 10.00 207.94 207.94

Rate per Sqm 208.00

Rate per Sqm Labour + Material Total42.85 + 165.08 207.94

2. CONCRETE WORK2.1.1 PCC QTY - 10.00 CUM

Proportion 1 4 8 A MATERIAL

Cement Bag 35.08 385.00 13504.62Sand Cum 4.91 525.00 2578.15Aggregate Cum 9.82 500.00 4910.77

20993.54 20993.54

B LabourMazdoor Nos 16.30 100.00 1630.00Bhisti Nos 7.00 100.00 700.00Mason Nos 1.00 200.00 200.00Mixer operator Nos 0.70 125.00 87.50Mate Nos 0.50 225.00 112.50

2730.00 2730.00Total 23723.54

C Add for water & electrical charges 23723.54 0.02 474.47 474.47

D Add for tools and plants 23723.54 0.05 1186.18 1186.1825384.19

E Add contractor's profit 25384.19 0.20 5076.84 5076.8430461.02

Page 2: Market Rate Analysis

RATE ANALYSIS Page 2 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Rate per Cum 30461.02 10.00 3046.10 3046.10

Rate per Cum 3047.00

Rate per Cum Labour + Material Total350.53 + 2695.57 3046.10

2.1.2 PCC QTY - 10.00 CUMProportion 1 3 6

A MATERIALCement Bag 45.60 385.00 17556.00Sand Cum 4.56 525.00 2394.00Aggregate Cum 9.12 500.00 4560.00

24510.00 24510.00

B LabourMazdoor Nos 16.30 100.00 1630.00Bhisti Nos 7.00 100.00 700.00Mason Nos 1.00 200.00 200.00Mixer operator Nos 0.70 125.00 87.50Mate Nos 0.50 225.00 112.50

2730.00 2730.00Total 27240.00

C Add for water & electrical charges 27240.00 0.02 544.80 544.80

D Add for tools and plants 27240.00 0.05 1362.00 1362.0029146.80

E Add contractor's profit 29146.80 0.20 5829.36 5829.3634976.16

Rate per Cum 34976.16 10.00 3497.62 3497.62

Rate per Cum 3498.00

Rate per Cum Labour + Material Total350.53 + 3147.08 3497.62

2.1.3 PCC QTY - 10.00 CUMProportion 1 2 4

A MATERIALCement Bag 65.14 385.00 25080.00Sand Cum 4.34 525.00 2280.00Aggregate Cum 8.69 500.00 4342.86

31702.86 31702.86

B LabourMazdoor Nos 16.30 100.00 1630.00Bhisti Nos 7.00 100.00 700.00Mason Nos 1.00 200.00 200.00Mixer operator Nos 0.70 125.00 87.50Mate Nos 0.50 225.00 112.50

2730.00 2730.00Total 34432.86

C Add for water & electrical charges 34432.86 0.02 688.66 688.66

Page 3: Market Rate Analysis

RATE ANALYSIS Page 3 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

D Add for tools and plants 34432.86 0.05 1721.64 1721.6436843.16

E Add contractor's profit 36843.16 0.20 7368.63 7368.6344211.79

Rate per Cum 44211.79 10.00 4421.18 4421.18

Rate per Cum 4422.00

Rate per Cum Labour + Material Total350.53 + 4070.65 4421.18

2.1.3 PCC QTY - 10.00 CUMProportion 1 1.0 2

A MATERIALCement Bag 114.00 385.00 43890.00Sand Cum 3.80 525.00 1995.00Aggregate Cum 7.60 500.00 3800.00

49685.00 49685.00

B LabourMazdoor Nos 16.30 100.00 1630.00Bhisti Nos 7.00 100.00 700.00Mason Nos 1.00 200.00 200.00Mixer operator Nos 0.70 125.00 87.50Mate Nos 0.50 225.00 112.50

2730.00 2730.00Total 52415.00

C Add for water & electrical charges 52415.00 0.02 1048.30 1048.30

D Add for tools and plants 52415.00 0.05 2620.75 2620.7556084.05

E Add contractor's profit 56084.05 0.20 11216.81 11216.8167300.86

Rate per Cum 67300.86 10.00 6730.09 6730.09

Rate per Cum 6731.00

Rate per Cum Labour + Material Total350.53 + 6379.55 6730.09

2.1.3 PCC QTY - 10.00 CUMProportion 1 1.5 3

A MATERIALCement Bag 82.91 385.00 31920.00Sand Cum 4.15 525.00 2176.36Aggregate Cum 8.29 500.00 4145.45

38241.82 38241.82

B Labour

Page 4: Market Rate Analysis

RATE ANALYSIS Page 4 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Mazdoor Nos 16.30 100.00 1630.00Bhisti Nos 7.00 100.00 700.00Mason Nos 1.00 200.00 200.00Mixer operator Nos 0.70 125.00 87.50Mate Nos 0.50 225.00 112.50

2730.00 2730.00Total 40971.82

C Add for water & electrical charges 40971.82 0.02 819.44 819.44

D Add for tools and plants 40971.82 0.05 2048.59 2048.5943839.85

E Add contractor's profit 43839.85 0.20 8767.97 8767.9752607.81

Rate per Cum 52607.81 10.00 5260.78 5260.78

Rate per Cum 5261.00

Rate per Cum Labour + Material Total350.53 + 4910.25 5260.78

2.1.1 a PCC (WITH GRIT) QTY - 10.00 CUMProportion 1 4 8

A MATERIALCement Bag 35.08 385.00 13504.62Sand Cum 3.04 525.00 1596.00Grit (in place of sand) Cum 1.64 250.00 409.23Aggregate Cum 9.35 500.00 4676.92

20186.77 20186.77

B LabourMazdoor Nos 16.30 100.00 1630.00Bhisti Nos 7.00 100.00 700.00Mason Nos 1.00 200.00 200.00Mixer operator Nos 0.70 125.00 87.50Mate Nos 0.50 225.00 112.50

2730.00 2730.00Total 22916.77

C Add for water & electrical charges 22916.77 0.02 458.34 458.34

D Add for tools and plants 22916.77 0.05 1145.84 1145.8424520.94

E Add contractor's profit 24520.94 0.20 4904.19 4904.1929425.13

Rate per Cum 29425.13 10.00 2942.51 2942.51

Rate per Cum 2943.00

Rate per Cum Labour + Material Total350.53 + 2591.98 2942.51

2.1.2 a PCC (WITH GRIT) QTY - 10.00 CUMProportion 1 3 6

Page 5: Market Rate Analysis

RATE ANALYSIS Page 5 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

A MATERIALCement Bag 45.60 385.00 17556.00Sand Cum 2.96 525.00 1556.10Grit (in place of sand) Cum 1.60 250.00 399.00Aggregate Cum 9.12 500.00 4560.00

24071.10 24071.10

B LabourMazdoor Nos 16.30 100.00 1630.00Bhisti Nos 7.00 100.00 700.00Mason Nos 1.00 200.00 200.00Mixer operator Nos 0.70 125.00 87.50Mate Nos 0.50 225.00 112.50

2730.00 2730.00Total 26801.10

C Add for water & electrical charges 26801.10 0.02 536.02 536.02

D Add for tools and plants 26801.10 0.05 1340.06 1340.0628677.18

E Add contractor's profit 28677.18 0.20 5735.44 5735.4434412.61

Rate per Cum 34412.61 10.00 3441.26 3441.26

Rate per Cum 3442.00

Rate per Cum Labour + Material Total350.53 + 3090.73 3441.26

2.1.3 a PCC (WITH GRIT) QTY - 10.00 CUMProportion 1 2 4

A MATERIALCement Bag 65.14 385.00 25080.00Sand Cum 2.82 525.00 1482.00Grit (in place of sand) Cum 1.52 250.00 380.00Aggregate Cum 8.69 500.00 4342.86

31284.86 31284.86

B LabourMazdoor Nos 16.30 100.00 1630.00Bhisti Nos 7.00 100.00 700.00Mason Nos 1.00 200.00 200.00Mixer operator Nos 0.70 125.00 87.50Mate Nos 0.50 225.00 112.50

2730.00 2730.00Total 34014.86

C Add for water & electrical charges 34014.86 0.02 680.30 680.30

D Add for tools and plants 34014.86 0.05 1700.74 1700.7436395.90

E Add contractor's profit 36395.90 0.20 7279.18 7279.1843675.08

Rate per Cum 43675.08 10.00 4367.51 4367.51

Page 6: Market Rate Analysis

RATE ANALYSIS Page 6 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Rate per Cum 4368.00

Rate per Cum Labour + Material Total350.53 + 4016.98 4367.51

2.1.4 PLUM CONCRETE QTY - 10.00 CUMProportion 1 3 6 Plum % 30%WITH GRIT

A MATERIALCement Bag 31.920 385.00 12289.20Sand Cum 2.075 525.00 1089.27Grit Cum 1.117 250.00 279.30Aggregate Cum 6.384 500.00 3192.00Plum Cum 3.750 250.00 937.50

17787.27 17787.27

B LabourMazdoor Nos 18.00 100.00 1800.00Bhisti Nos 3.50 100.00 350.00Mason Nos 0.75 200.00 150.00Mixer operator Nos 0.50 125.00 62.50Mate Nos 0.50 225.00 112.50

2475.00 2475.00Total 20262.27

C Add for water & electrical charges 20262.27 0.02 405.25 405.25

D Add for tools and plants 20262.27 0.05 1013.11 1013.1121680.63

E Add contractor's profit 21680.63 0.20 4336.13 4336.1326016.75

Rate per Cum 26016.75 10.00 2601.68 2601.68

Rate per Cum 2602.00

Rate per Cum Labour + Material Total317.79 + 2283.89 2601.68

2.2 RCC M 202.2.1 ALL WORKS UP TO PLINTH LEVEL QTY - 10.00 CUM

Cement content Kg/Cum 290.00 WITH GRIT

A MATERIALCement Bag 60.90 385.00 23446.50Sand Cum 3.51 525.00 1842.75Grit Cum 1.89 250.00 472.50Aggregate Cum 9.68 500.00 4840.00Admixture Kg 9.14 60.00 548.10

31149.85 31149.85

B LabourMazdoor Nos 15.00 100.00 1500.00Bhisti Nos 9.00 100.00 900.00

Page 7: Market Rate Analysis

RATE ANALYSIS Page 7 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Mason Nos 1.70 200.00 340.00Mixer operator Nos 0.50 125.00 62.50Mate Nos 0.50 225.00 112.50

2915.00 2915.00Total 34064.85

C Add for water & electrical charges 34064.85 0.02 681.30 681.30

D Add for design mix consultancy 34064.85 0.00 0.00 0.00

E Add for testing cubes, aggregates 34064.85 0.005 170.32 170.32

F Add for Sundries and contingencies 34064.85 0.00 0.00 0.00

D Add for tools and plants 34064.85 0.05 1703.24 1703.2436619.71

E Add contractor's profit 36619.71 0.20 7323.94 7323.9443943.66

Rate per Cum 43943.66 10.00 4394.37 4394.37

Rate per Cum 4395.00

Rate per Cum Labour + Material Total376.03 + 4018.33 4394.37

RCC M 202.2.2 ALL WORKS ABOVE PLINTH LEVEL QTY - 10.00 CUM

UP TO FLOOR V LEVELA Suspended floors/roofs

Cement content Kg/Cum 290.00 WITH GRIT

A MATERIALCement Bag 60.90 385.00 23446.50Sand Cum 3.51 525.00 1842.75Grit Cum 1.89 250.00 472.50Aggregate Cum 9.87 500.00 4935.00Admixture Kg 9.14 60.00 548.10

31244.85 31244.85

B LabourMazdoor Nos 18.00 100.00 1800.00Bhisti Nos 9.00 100.00 900.00Mason Nos 2.00 200.00 400.00Mixer operator Nos 0.70 125.00 87.50Mate Nos 0.50 225.00 112.50

3300.00 3300.00Total 34544.85

C Add for water & electrical charges 34544.85 0.02 690.90 690.90

D Add for design mix consultancy 34544.85 0.00 0.00 0.00

E Add for testing cubes, aggregates 34544.85 0.005 172.72 172.72

F Add for Sundries and contingencies 34544.85 0.03 1036.35 1036.35

Page 8: Market Rate Analysis

RATE ANALYSIS Page 8 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

G Add for scaffolding 34544.85 0.03 1036.35 1036.35

H Add for tools and plants 34544.85 0.10 3454.49 3454.4940935.65

I Add contractor's profit 40935.65 0.20 8187.13 8187.1349122.78

Rate per Cum 49122.78 10.00 4912.28 4912.28

Rate per Cum 4913.00

Rate per Cum Labour + Material Total469.26 + 4443.02 4912.28

RCC M 202.2.2 ALL WORKS ABOVE PLINTH LEVEL QTY - 10.00 CUM

UP TO FLOOR V LEVELB Chhajja

Cement content Kg/Cum 290.00 WITH GRIT

A MATERIALCement Bag 60.90 385.00 23446.50Sand Cum 3.51 525.00 1842.75Grit Cum 1.89 250.00 472.50Aggregate Cum 7.70 500.00 3850.00Admixture Kg 9.14 60.00 548.10

30159.85 30159.85

B LabourMazdoor Nos 25.00 100.00 2500.00Bhisti Nos 9.00 100.00 900.00Mason Nos 2.50 200.00 500.00Mixer operator Nos 1.00 125.00 125.00Mate Nos 0.50 225.00 112.50

4137.50 4137.50Total 34297.35

C Add for water & electrical charges 34297.35 0.02 685.95 685.95

D Add for design mix consultancy 34297.35 0.00 0.00 0.00

E Add for testing cubes, aggregates 34297.35 0.00 0.00 0.00

F Add for Sundries and contingencies 34297.35 0.03 1028.92 1028.92

G Add for scaffolding 34297.35 0.03 1028.92 1028.92

H Add for tools and plants 34297.35 0.10 3429.74 3429.7440470.87

I Add contractor's profit 40470.87 0.20 8094.17 8094.1748565.05

Rate per Cum 48565.05 10.00 4856.50 4856.50

Rate per Cum 4857.00

Page 9: Market Rate Analysis

RATE ANALYSIS Page 9 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Rate per Cum Labour + Material Total585.87 + 4270.63 4856.50

RCC M 202.2.2 ALL WORKS ABOVE PLINTH LEVEL QTY - 10.00 CUM

UP TO FLOOR V LEVELC Beams

Cement content Kg/Cum 290.00 WITH GRIT

A MATERIALCement Bag 60.90 385.00 23446.50Sand Cum 3.51 525.00 1842.75Grit Cum 1.89 250.00 472.50Aggregate Cum 7.70 500.00 3850.00Admixture Kg 9.14 60.00 548.10

30159.85 30159.85

B LabourMazdoor Nos 18.00 100.00 1800.00Bhisti Nos 9.00 100.00 900.00Mason Nos 2.00 200.00 400.00Mixer operator Nos 0.70 125.00 87.50Mate Nos 0.50 225.00 112.50

3300.00 3300.00Total 33459.85

C Add for water & electrical charges 33459.85 0.02 669.20 669.20

D Add for design mix consultancy 33459.85 0.00 0.00 0.00

E Add for testing cubes, aggregates 33459.85 0.00 0.00 0.00

F Add for Sundries and contingencies 33459.85 0.03 1003.80 1003.80

G Add for scaffolding 33459.85 0.03 1003.80 1003.80

H Add for tools and plants 33459.85 0.10 3345.99 3345.9939482.62

I Add contractor's profit 39482.62 0.20 7896.52 7896.5247379.15

Rate per Cum 47379.15 10.00 4737.91 4737.91

Rate per Cum 4738.00

Rate per Cum Labour + Material Total467.28 + 4270.63 4737.91

RCC M 202.2.2 ALL WORKS ABOVE PLINTH LEVEL QTY - 10.00 CUM

UP TO FLOOR V LEVELD Columns, walls, pillars

Cement content Kg/Cum 290.00 WITH GRIT

A MATERIALCement Bag 60.90 385.00 23446.50

Page 10: Market Rate Analysis

RATE ANALYSIS Page 10 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Sand Cum 3.51 525.00 1842.75Grit Cum 1.89 250.00 472.50Aggregate Cum 7.70 500.00 3850.00Admixture Kg 9.14 60.00 548.10

30159.85 30159.85

B LabourMazdoor Nos 25.00 100.00 2500.00Bhisti Nos 9.00 100.00 900.00Mason Nos 2.50 200.00 500.00Mixer operator Nos 1.00 125.00 125.00Mate Nos 0.50 225.00 112.50

4137.50 4137.50Total 34297.35

C Add for water & electrical charges 34297.35 0.02 685.95 685.95

D Add for design mix consultancy 34297.35 0.00 0.00 0.00

E Add for testing cubes, aggregates 34297.35 0.00 0.00 0.00

F Add for Sundries and contingencies 34297.35 0.03 1028.92 1028.92

G Add for scaffolding 34297.35 0.03 1028.92 1028.92

H Add for tools and plants 34297.35 0.10 3429.74 3429.7440470.87

I Add contractor's profit 40470.87 0.20 8094.17 8094.1748565.05

Rate per Cum 48565.05 10.00 4856.50 4856.50

Rate per Cum 4857.00

Rate per Cum Labour + Material Total585.87 + 4270.63 4856.50

RCC M 202.2.2 ALL WORKS ABOVE PLINTH LEVEL QTY - 10.00 CUM

UP TO FLOOR V LEVELE Stairs

Cement content Kg/Cum 290.00 WITH GRIT

A MATERIALCement Bag 60.90 385.00 23446.50Sand Cum 3.51 525.00 1842.75Grit Cum 1.89 250.00 472.50Aggregate Cum 7.70 500.00 3850.00Admixture Kg 9.14 60.00 548.10

30159.85 30159.85

B LabourMazdoor Nos 25.00 100.00 2500.00Bhisti Nos 9.00 100.00 900.00Mason Nos 2.00 200.00 400.00Mixer operator Nos 0.70 125.00 87.50Mate Nos 0.50 225.00 112.50

Page 11: Market Rate Analysis

RATE ANALYSIS Page 11 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

4000.00 4000.00Total 34159.85

C Add for water & electrical charges 34159.85 0.02 683.20 683.20

D Add for design mix consultancy 34159.85 0.00 0.00 0.00

E Add for testing cubes, aggregates 34159.85 0.00 0.00 0.00

F Add for Sundries and contingencies 34159.85 0.03 1024.80 1024.80

G Add for scaffolding 34159.85 0.03 1024.80 1024.80

H Add for tools and plants 34159.85 0.10 3415.99 3415.9940308.62

I Add contractor's profit 40308.62 0.20 8061.72 8061.7248370.35

Rate per Cum 48370.35 10.00 4837.03 4837.03

Rate per Cum 4838.00

Rate per Cum Labour + Material Total566.40 + 4270.63 4837.03

2.4 EXTRA FOR M25 (Above M20)

Cement content Kg/Cum 350.00 QTY - 10.00 CUM

A MATERIALCement Bags 12.60 385.00 4851.00Admixtures Kg 1.89 60.00 113.40

4964.40 4964.40

B LABOURMazdoor Nos 1.26 100.00 126.00Mate Nos 0.42 225.00 94.50

220.50 220.50Total 5184.90

C Add for water & electrical charges 5184.90 0.02 103.70 103.70

D Add for testing cubes, aggregates 5184.90 0.01 51.85 51.85

E Add for Sundries and contingencies 5184.90 0.03 155.55 155.55

F Add for scaffolding 5184.90 0.03 155.55 155.55

G Add for tools and plants 5184.90 0.15 777.73 777.736429.28

H Add contractor's profit 6429.28 0.20 1285.86 1285.867715.13

Rate per Cum 7715.13 10.00 771.51 771.51

Page 12: Market Rate Analysis

RATE ANALYSIS Page 12 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Rate per Cum 772.00

Rate per Cum Labour + Material Total32.81 + 738.70 771.51

2.5 EXTRA FOR M30 (Above M20)

Cement content Kg/Cum 400.00 QTY - 10.00 CUM

A MATERIALCement Bags 23.10 385.00 8893.50Admixtures Kg 3.47 60.00 207.90

9101.40 9101.40

B LABOURMazdoor Nos 2.31 100.00 231.00Mate Nos 0.77 225.00 173.25

404.25 404.25Total 9505.65

C Add for water & electrical charges 9505.65 0.02 190.11 190.11

D Add for testing cubes, aggregates 9505.65 0.01 95.06 95.06

E Add for Sundries and contingencies 9505.65 0.03 285.17 285.17

F Add for scaffolding 9505.65 0.03 285.17 285.17

G Add for tools and plants 9505.65 0.15 1425.85 1425.8511787.01

H Add contractor's profit 11787.01 0.20 2357.40 2357.4014144.41

Rate per Cum 14144.41 10.00 1414.44 1414.44

Rate per Cum 1415.00

Rate per Cum Labour + Material Total60.15 + 1354.29 1414.44

2.6 EXTRA FOR M35 (Above M20)

Cement content Kg/Cum 380.00 QTY - 10.00 CUM

A MATERIALCement Bags 18.90 385.00 7276.50Admixtures Kg 2.84 60.00 170.10

7446.60 7446.60

B LABOURMazdoor Nos 1.89 100.00 189.00Mate Nos 0.63 225.00 141.75

330.75 330.75Total 7777.35

Page 13: Market Rate Analysis

RATE ANALYSIS Page 13 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

C Add for water & electrical charges 7777.35 0.02 155.55 155.55

D Add for testing cubes, aggregates 7777.35 0.01 77.77 77.77

E Add for Sundries and contingencies 7777.35 0.03 233.32 233.32

F Add for scaffolding 7777.35 0.03 233.32 233.32

G Add for tools and plants 7777.35 0.15 1166.60 1166.609643.91

H Add contractor's profit 9643.91 0.20 1928.78 1928.7811572.70

Rate per Cum 11572.70 10.00 1157.27 1157.27

Rate per Cum 1158.00

Rate per Cum Labour + Material Total49.22 + 1108.05 1157.27

2.7 EXTRA FOR M40 (Above M20)

Cement content Kg/Cum 400.00 QTY - 10.00 CUM

A MATERIALCement Bags 23.10 385.00 8893.50Admixtures Kg 3.47 60.00 207.90

9101.40 9101.40

B LABOURMazdoor Nos 2.31 100.00 231.00Mate Nos 0.77 225.00 173.25

404.25 404.25Total 9505.65

C Add for water & electrical charges 9505.65 0.02 190.11 190.11

D Add for testing cubes, aggregates 9505.65 0.01 95.06 95.06

E Add for Sundries and contingencies 9505.65 0.03 285.17 285.17

F Add for scaffolding 9505.65 0.03 285.17 285.17

G Add for tools and plants 9505.65 0.15 1425.85 1425.8511787.01

H Add contractor's profit 11787.01 0.20 2357.40 2357.4014144.41

Rate per Cum 14144.41 10.00 1414.44 1414.44

Rate per Cum 1415.00

Rate per Cum Labour + Material Total60.15 + 1354.29 1414.44

Page 14: Market Rate Analysis

RATE ANALYSIS Page 14 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

2.9 EXPANSION JOINT WITH IMPREGNATED FIBER BOARD QTY - 100.00 RMTSize of impregnated fibre board 12 mm thick 100 mm deep

A MATERIAL Impregnated fiber board Sqm 11.50 200.00 2300.00Primer Ltr. 1.56 60.00 93.75Silicon sealant Kg. 3.06 280.00 856.80

3250.55 3250.55

B LABOURForeman Nos 0.12 225.00 27.00Mason Nos 0.12 140.00 16.80Helper Nos 0.25 80.00 20.00

36.80 36.80Total 3287.35

C Add for water & electrical charges 3287.35 0.02 65.75 65.75

D Add for tools and plants 3287.35 0.03 98.62 98.623451.72

E Add contractor's profit 3451.72 0.20 690.34 690.344142.06

Rate per MT 4142.06 100.00 41.42 41.42

Rate per MT 42.00

Rate per MT Labour + Material Total0.46 + 40.96 41.42

2.10 EXPANSION JOINT COVER PLATE OF ALUMINIUM QTY - 100.00 RMTAluminium plate 3.15 mm thick 150 mm wide

A MATERIAL Alumnium plate Kg. 134.66 200.00 26932.50

26932.50 26932.50

B LABOURForeman Nos 4.00 225.00 900.00Fabricator Nos 8.00 140.00 1120.00Helper Nos 8.00 80.00 640.00

1760.00 1760.00Total 28692.50

C Add for water & electrical charges 28692.50 0.02 573.85 573.85

D Add for tools and plants 28692.50 0.03 860.78 860.7830127.13

E Add contractor's profit 30127.13 0.20 6025.43 6025.4336152.55

Rate per RMT 36152.55 100.00 361.53 361.53

Rate per RMT 362.00

Rate per RMT Labour + Material Total

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

22.18 + 339.35 361.53

3 REINFORCEMENT & FORM WORK3.1 MILD STEEL QTY - 1.00 MT

Rolling margin 2%Wastage 3%

A MATERIAL

Mild steel MT 1.05 16000.00 16800.00Binding wire Kg 8.00 25.00 200.00

17000.00 17000.00

B LABOURForeman Nos 0.40 225.00 90.00Bar bender Nos 5.00 140.00 700.00Helper Nos 5.00 80.00 400.00Add for rehandling charges MT 1.00 150.00 150.00

1340.00 1340.00Total 18340.00

C Add for water & electrical charges 18340.00 0.02 366.80 366.80

D Add for tools and plants 18340.00 0.05 917.00 917.0019623.80

E Add contractor's profit 19623.80 0.10 1962.38 1962.3821586.18

Rate per MT 21586.18 1.00 21586.18 21586.18

Rate per MT 21586.00

Rate per MT Labour + Material Total1577.18 + 20009.00 21586.18

3.2 TOR STEEL QTY - 1.00 MTRolling margin 2%Wastage 3%

A MATERIAL

Mild steel MT 1.05 16000.00 16800.00Plastic cover blocks Nos 300.00 0.75 225.00Binding wire Kg 8.00 25.00 200.00

17225.00 17225.00

B LABOURForeman Nos 0.40 225.00 90.00Bar bender Nos 5.00 140.00 700.00Helper Nos 5.00 80.00 400.00Add for rehandling charges MT 1.00 150.00 150.00

1340.00 1340.00Total 18565.00

C Add for water & electrical charges 18565.00 0.02 371.30 371.30

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SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

D Add for tools and plants 18565.00 0.05 928.25 928.2519864.55

E Add contractor's profit 19864.55 0.10 1986.46 1986.4621851.00

Rate per MT 21851.00 1.00 21851.00 21851.00

Rate per MT 21851.00

Rate per MT Labour + Material Total1577.18 + 20273.83 21851.01

4 MASONRY WORKS4.1 230MM THK BRICK MASONRY IN CM (1:6) QTY - 1.00 CUM

4.1.1 IN FOUNDATION & PLINTHCement mortar 1 6

A MATERIAL

Brick Nos 500.00 1.80 900.00Cement Bag 1.27 385.00 490.05Sand Cum 0.25 525.00 133.65

1523.70 1523.70

B LabourMason Nos 0.70 180.00 126.00Mazdoor Nos 1.40 100.00 140.00Bhisti Nos 0.25 100.00 25.00

291.00 291.00Total 1814.70

C Add for water & electrical charges 1814.70 0.02 36.29 36.29

D Add for tools and plants 1814.70 0.05 90.74 90.74 1941.73

E Add contractor's profit 1941.73 0.20 388.35 388.352330.07

Rate per Cum 2330.07 1.00 2330.07 2330.07

Rate per Cum 2331.00

Rate per Cum Labour + Material Total373.64 + 1956.43 2330.07

230MM THK BRICK MASONRY IN CM (1:6) QTY - 1.00 CUM4.1.2 ABOVE PLINTH UP TO FLOOR II LVL

Cement mortar 1 6 A MATERIAL

Brick Nos 500.00 1.80 900.00Cement Bag 1.61 385.00 618.75Sand Cum 0.32 525.00 168.75Scaffolding Sqm 4.35 15.00 65.22

1752.72 1752.72

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

B LabourMason Nos 0.78 200.00 156.00Mazdoor Nos 1.71 100.00 171.00Bhisti Nos 0.20 100.00 20.00

347.00 347.00Total 2099.72

C Add for water & electrical charges 2099.72 0.02 41.99 41.99

D Add for tools and plants 2099.72 0.05 104.99 104.99 2246.70

E Add contractor's profit 2246.70 0.20 449.34 449.342696.04

Rate per Cum 2696.04 1.00 2696.04 2696.04

Rate per Cum 2696.00

Rate per Cum Labour + Material Total445.55 + 2250.49 2696.04

230MM THK BRICK MASONRY IN CM (1:6) QTY - 1.00 CUM4.1.3 ABOVE FLOOR Ground floor PER FLOOR

Cement mortar 1 6 HEIGHT OF FLOOR 3 MetreTotal Nos of floor (including Ground) 14

Labour Rate per Cum (up to floor II level) 347.00

Add 5% per floor 242.90

Average Extra Labour Rate 121.45

Average Labour Rate per Cum 601.49

Rate per Cum Labour + Material Total601.49 + 2250.49 2851.98

4.2 115MM THK BRICK MASONRY IN CM (1:5) QTY - 10.00 SQMWITH PATLI BEAM 115 X 100MM

4.2.1 Above plinth up to Floor II levelThickness 115 mmCement Mortar 1 4 Concrete in patli beam 1 2 4Patli beam 115 100 with 2 8

@ 1.00 m c/cA MATERIAL

Bricks Nos 500.00 1.80 900.00Cement Bag 2.78 385.00 1069.51Sand Cum 0.32 625.00 202.00Aggregate Cum 0.09 500.00 47.20Steel (Tor) Kg 7.98 16.00 127.61Steel (MS) Kg 0.03 16.00 0.52Shuttering Sqm 1.89 125.00 236.25Scaffolding Sqm 10.00 1.00 10.00

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

2593.08 2593.08

B LabourMason Nos 1.50 150.00 225.00Mazdoor Nos 3.00 100.00 300.00Bhisti Nos 0.70 100.00 70.00

595.00 595.00Total 3188.08

C Add for water & electrical charges 3188.08 0.02 63.76 63.76

E Add for tools and plants 3188.08 0.05 159.40 159.403411.25

F Add contractor's profit 3411.25 0.20 682.25 682.254093.50

Rate per Sqm 4093.50 10.00 409.35 409.35

Rate per Sqm 410.00

Rate per Sqm Labour + Material Total76.40 + 332.95 409.35

115MM THK BRICK MASONRY IN CM (1:5) WITH PATLI BEAM 115 X 100MM

4.2.2 Above GL

HEIGHT OF FLOOR 3 MetreNos of floor 1Total Nos of floor (including Ground) 14

Labour Rate per Sqm 59.50

Add 5% per floor 41.65

Average Extra Labour Rate 20.83

Average Labour Rate per Cum 84.34

Rate per Cum Labour + Material Total84.34 + 332.95 417.29

4.3 150MM THK BRICK MASONRY IN CM (1:5) QTY - 10.00 SQMIN FOUNDATION & PLINTHBricks 150 mm thickCement mortar 1 5

A MATERIALBrick Nos 750.00 3.00 2250.00Cement Bag 2.81 385.00 1082.81Sand Cum 0.47 525.00 246.09Scaffolding Sqm 10.00 1.00 10.00

3588.91 3588.91

B LabourMason Nos 1.50 180.00 270.00

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Mazdoor Nos 3.00 100.00 300.00Bhisti Nos 0.70 100.00 70.00

640.00 640.00Total 4228.91

C Add for water & electrical charges 4228.91 0.02 84.58 84.58

D Add for tools and plants 4228.91 0.05 211.45 211.454524.93

E Add contractor's profit 4524.93 0.20 904.99 904.995429.92

Rate per Sqm 5429.92 10.00 542.99 542.99

Rate per Sqm 543.00

Rate per Sqm Labour + Material Total82.18 + 460.82 542.99

150MM THK BRICK MASONRY IN CM (1:5) 4.3.2 Above GL

HEIGHT OF FLOOR 3 MetreNos of floor 1Total Nos of floor (including Ground) 14

Labour Rate per Sqm 64.00

Add 5% per floor 44.80

Average Extra Labour Rate 22.40

Average Labour Rate per Sqm 110.94

Rate per Sqm Labour + Material Total110.94 + 460.82 572.00

4.4 200MM THK OR MORE THICK BLOCK MASONRY IN CM (1:5) QTY - 1.00 CUM4.4.1 For foundation & plinth

Block size nominal 200 200 400 Block size actual 190 190 390Mortar 0.0920218Cement mortar proportion 1 5

A MATERIAL

Blocks Nos 66.00 20.00 1320.00Cement Bag 0.58 385.00 221.43Sand Cum 0.10 525.00 50.32

1591.75 1591.75

B LabourMason Nos 1.32 180.00 237.60Mazdoor Nos 2.64 100.00 264.00Bhisti Nos 0.70 100.00 70.00

571.60 571.60

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Total 2163.35

C Add for water & electrical charges 2163.35 0.02 43.27 43.27

D Add for tools and plants 2163.35 0.05 108.17 108.172314.79

E Add contractor's profit 2314.79 0.20 462.96 462.962777.74

Rate per Cum 2777.74 1.00 2777.74 2777.74

Rate per Cum 2778.00

Rate per Cum Labour + Material Total733.93 + 2043.81 2777.74

200MM THK OR MORE THICK BLOCK MASONRY IN CM (1:5) QTY - 1.00 CUM4.4.2 Above plinth up to Floor II level

Block size nominal 200 200 400 Block size actual 190 190 390Mortar 0.0920218Cement mortar proportion 1 5

A MATERIAL

Blocks Nos 66.00 20.00 1320.00Cement Bag 0.58 385.00 221.43Sand Cum 0.10 525.00 50.32Scaffolding Sqm 5.00 1.00 5.00

1596.75 1596.75

B LabourMason Nos 1.48 180.00 266.40Male Mazdoor Nos 2.96 100.00 296.00Bhisti Nos 0.70 100.00 70.00

632.40 632.40Total 2229.15

C Add for water & electrical charges 2229.15 0.02 44.58 44.58

D Add for tools and plants 2229.15 0.05 111.46 111.462385.19

E Add contractor's profit 2385.19 0.20 477.04 477.042862.23

Rate per Cum 2862.23 1.00 2862.23 2862.23

Rate per Cum 2863.00

Rate per Cum Labour + Material Total812.00 + 2050.23 2862.23

200MM THK OR MORE THICK BLOCK MASONRY IN CM (1:5)4.4.3 Above Floor II level

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

HEIGHT OF FLOOR 3 MetreNos of floor 1Total Nos of floor (including Ground) 14

Labour Rate per Cum 632.40

Add 5% per floor 442.68

Average Extra Labour Rate 221.34

Average Labour Rate per Cum 853.74

Rate per Cum Labour + Material Total853.74 + 2050.23 2904.00

4.5 200MM THK BLOCK MASONRY IN CM (1:5) QTY - 10.00 SQM4.5.1 For foundation & plinth

Block size nominal 200 200 400 Block size actual 190 190 390Mortar 0.17515625Cement mortar proportion 1 5

A MATERIAL

Block Nos 132.00 20.00 2640.00Cement Bag 1.09 385.00 421.47Sand Cum 0.18 525.00 95.79

3157.26 3157.26

B LabourMason Nos 2.69 180.00 484.20Mazdoor Nos 5.38 100.00 538.00Bhisti Nos 0.70 100.00 70.00

1092.20 1092.20Total 4249.46

C Add for water & electrical charges 4249.46 0.02 84.99 84.99

E Add for tools and plants 4249.46 0.05 212.47 212.474546.92

F Add contractor's profit 4546.92 0.20 909.38 909.385456.30

Rate per Sqm 5456.30 10.00 545.63 545.63

Rate per Sqm 546.00

Rate per Sqm Labour + Material Total140.24 + 405.39 545.63

200MM THK BLOCK MASONRY IN CM (1:5) QTY - 10.00 SQM4.5.2 Above plinth up to Floor II level

Block size nominal 200 200 400 Block size actual 190 190 390Mortar 0.17515625Cement mortar proportion 1 5

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

A MATERIAL

Block Nos 132.00 20.00 2640.00Cement Bag 1.09 385.00 421.47Sand Cum 0.18 525.00 95.79Scaffolding Sqm 10.00 1.00 10.00

3167.26 3167.26

B LabourMason Nos 3.01 180.00 541.80Mazdoor Nos 6.02 100.00 602.00Bhisti Nos 0.70 100.00 70.00

1213.80 1213.80Total 4381.06

C Add for water & electrical charges 4381.06 0.02 87.62 87.62

D Add for scaffolding 4381.06 0.015 65.72 65.72

E Add for tools and plants 4381.06 0.05 219.05 219.054753.45

F Add contractor's profit 4753.45 0.20 950.69 950.695704.14

Rate per Sqm 5704.14 10.00 570.41 570.41

Rate per Sqm 571.00

Rate per Sqm Labour + Material Total158.04 + 412.38 570.41

200MM THK OR MORE THICK BLOCK MASONRY IN CM (1:5)4.5.3 Above Floor II level

HEIGHT OF FLOOR 3 MetreNos of floor 1Total Nos of floor (including Ground) 14

Labour Rate per Sqm 121.38

Add 5% per floor 84.97

Average Extra Labour Rate 42.48

Average Labour Rate per Sqm 163.86

Rate per Sqm Labour + Material Total163.86 + 412.38 577.00

4.6 150MM THK BLOCK MASONRY IN CM (1:5) QTY - 10.00 SQM4.6.1 For foundation & plinth

Block size nominal 150 200 400 Block size actual 140 190 390Mortar 0.1290625Cement mortar proportion 1 5

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

A MATERIAL

Block Nos 132.00 16.00 2112.00Cement Bag 0.81 385.00 310.56Sand Cum 0.13 525.00 70.58Scaffolding Sqm 10.00 1.00 10.00

2503.14 2503.14

B LabourMason Nos 2.42 180.00 435.60Mazdoor Nos 4.84 100.00 484.00Bhisti Nos 0.70 100.00 70.00

919.60 919.60Total 3422.74

C Add for water & electrical charges 3422.74 0.02 68.45 68.45

D Add for tools and plants 3422.74 0.05 171.14 171.143662.33

E Add contractor's profit 3662.33 0.20 732.47 732.474394.80

Rate per Sqm 4394.80 10.00 439.48 439.48

Rate per Sqm 440.00

Rate per Sqm Labour + Material Total118.08 + 321.40 439.48

150MM THK BLOCK MASONRY IN CM (1:5) QTY - 10.00 SQM4.6.2 Above plinth up to Floor II level

Block size nominal 150 200 400 Block size actual 140 190 390Mortar 0.1290625Cement mortar proportion 1 5

A MATERIAL

Block Nos 132.00 16.00 2112.00Cement Bag 0.81 385.00 310.56Sand Cum 0.13 525.00 70.58Scaffolding Sqm 10.00 1.00 10.00

2503.14 2503.14

B LabourMason Nos 2.74 180.00 493.20Mazdoor Nos 1.88 100.00 188.00Bhisti Nos 0.70 100.00 70.00

751.20 751.20Total 3254.34

C Add for water & electrical charges 3254.34 0.02 65.09 65.09

D Add for tools and plants 3254.34 0.05 162.72 162.723482.14

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SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

E Add contractor's profit 3482.14 0.20 696.43 696.434178.57

Rate per Sqm 4178.57 10.00 417.86 417.86

Rate per Sqm 418.00

Rate per Sqm Labour + Material Total96.45 + 321.40 417.86

150MM THK OR MORE THICK BLOCK MASONRY IN CM (1:5)4.6.3 Above Floor II level

HEIGHT OF FLOOR 3 MetreNos of floor 1Total Nos of floor (including Ground) 24

Labour Rate per Sqm 75.12

Add 5% per floor 90.14

Average Extra Labour Rate 45.07

Average Labour Rate per Sqm 120.19

Rate per Sqm Labour + Material Total120.19 + 321.40 442.00

4.7 100MM THK BLOCK MASONRY IN CM (1:5) QTY - 10.00 SQMWITH PATLI BEAM 100mm X 100mm

4.7.1 For foundation & plinthBlock size nominal 100 200 400 Block size actual 90 190 390Mortar 0.08296875Cement mortar proportion 1 4Cement concrete 0.1111111111Concrete in patli beam 1 2 3Patli beam 100 100 with 2 8

@ 1.00 m c/cA MATERIAL

Blocks Nos 132.00 14.00 1848.00Cement Bag 1.54 385.00 594.24Sand Cum 0.13 525.00 67.74Aggregate Cum 0.09 500.00 46.06Steel (Tor) Kg 10.96 16.00 175.28Steel Kg 0.03 16.00 0.48Shuttering Sqm 2.22 125.00 277.78

3009.58 3009.58

B LabourMason Nos 2.30 180.00 414.00Mazdoor Nos 4.60 100.00 460.00Bhisti Nos 0.70 100.00 70.00

944.00 944.00Total 3953.58

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

C Add for water & electrical charges 3953.58 0.02 79.07 79.07

D Add for tools and plants 3953.58 0.05 197.68 197.684230.33

E Add contractor's profit 4230.33 0.20 846.07 846.075076.39

Rate per Sqm 5076.39 10.00 507.64 507.64

Rate per Sqm 508.00

Rate per Sqm Labour + Material Total121.21 + 386.43 507.64

100MM THK BLOCK MASONRY IN CM (1:5) QTY - 10.00 SQMWITH PATLI BEAM 100mm X 100mm

4.7.2 Above plinth up to Floor II levelBlock size nominal 100 200 400 Block size actual 90 190 390Mortar 0.08296875Cement mortar proportion 1 5Cement concrete 0.1111111111Concrete in patli beam 1 2 4Patli beam 100 100 with 2 8

@ 1.00 m c/cA MATERIAL

Blocks Nos 132.00 14.00 1848.00Cement Bag 1.24 385.00 478.31Sand Cum 0.13 525.00 70.71Aggregate Cum 0.10 500.00 48.25Steel (Tor) Kg 10.96 16.00 175.28Steel Kg 0.03 16.00 0.48Scaffolding Sqm 10.00 1.00 10.00Shuttering Sqm 2.22 125.00 277.78

2908.81 2908.81

B LabourMason Nos 2.62 180.00 471.60Mazdoor Nos 5.24 100.00 524.00Bhisti Nos 0.70 100.00 70.00

1065.60 1065.60Total 3974.41

C Add for water & electrical charges 3974.41 0.02 79.49 79.49

D Add for tools and plants 3974.41 0.05 198.72 198.724252.62

E Add contractor's profit 4252.62 0.20 850.52 850.525103.14

Rate per Sqm 5103.14 10.00 510.31 510.31

Rate per Sqm 511.00

Rate per Sqm Labour + Material Total

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

136.82 + 373.49 510.31

100MM THK OR MORE THICK BLOCK MASONRY IN CM (1:5)4.7.3 Above GROUND FLOOR

HEIGHT OF FLOOR 3 MetreNos of floor 1Total Nos of floor (including Ground) 24

Labour Rate per Sqm 106.56

Add 5% per floor 127.87

Average Extra Labour Rate 63.94

Average Labour Rate per Sqm 170.50

Rate per Sqm Labour + Material Total170.50 + 373.49 544.00

4.8 UNCOURSED RANDOM RUBBLE MASONRY WORK QTY - 1.00 CUM4.8.1 IN FOUNDATION & PLINTH

Cement mortar 1 6 A MATERIAL

Stone Cum 1.00 350.00 350.00Through stone Nos 7.00 15.00 105.00Cement Bag 1.77 385.00 680.63Sand Cum 0.35 525.00 185.63

1321.25 1321.25

B LabourMason Nos 1.00 180.00 180.00Mazdoor Nos 2.00 180.00 360.00Bhisti Nos 0.20 100.00 20.00

560.00 560.00Total 1881.25

C Add for water & electrical charges 1881.25 0.02 37.63 37.63

D Add for tools and plants 1881.25 0.05 94.06 94.06 2012.94

E Add contractor's profit 2012.94 0.20 402.59 402.592415.53

Rate per Cum 2415.53 1.00 2415.53 2415.53

Rate per Cum 2416.00

Rate per Cum Labour + Material Total719.04 + 1696.49 2415.53

UNCOURSED RANDOM RUBBLE MASONRY WORK QTY - 1.00 CUM4.8.2 ABOVE PLINTH UP TO FLOOR II LVL

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Cement mortar 1 6 A MATERIAL

Stone Cum 1.00 350.00 350.00Through stone Nos 7.00 15.00 105.00Cement Bag 1.77 385.00 680.63Sand Cum 0.35 525.00 185.63Scaffolding Sqm 2.86 10.00 28.57

1349.82 1349.82

B LabourMason Nos 1.00 180.00 180.00Mazdoor Nos 2.00 180.00 360.00Bhisti Nos 0.20 100.00 20.00

560.00 560.00Total 1909.82

C Add for water & electrical charges 1909.82 0.02 38.20 38.20

D Add for tools and plants 1909.82 0.05 95.49 95.49 2043.51

E Add contractor's profit 2043.51 0.20 408.70 408.702452.21

Rate per Cum 2452.21 1.00 2452.21 2452.21

Rate per Cum 2453.00

Rate per Cum Labour + Material Total719.04 + 1733.17 2452.21

4.9 DAMPPROOF COURSE QTY - 10.00 SQMThickness 50 mmPCC 0.50 CumProportion 1 2 4

A MATERIAL

Cement Bag 3.26 385.00 1254.00Sand Cum 0.22 525.00 114.00Aggregate Cum 0.43 500.00 217.14

1585.14 1585.14

B LabourMazdoor Nos 1.72 100.00 171.50Bhisti Nos 0.24 100.00 23.50Mason 2nd class Nos 1.05 180.00 189.00Mate Nos 0.02 225.00 4.50

388.50 388.50Total 1973.64

C Add for water & electrical charges 1973.64 0.02 39.47 39.47

D Add for tools and plants 1973.64 0.05 98.68 98.682111.80

E Add contractor's profit 2111.80 0.20 422.36 422.362534.16

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Rate per Sqm 2534.16 10.00 253.42 253.42

Rate per Sqm 254.00

Rate per Sqm Labour + Material Total49.88 + 203.53 253.42

5 PLASTERING WORKS5.1 INTERNAL PLASTER 12 MM THK IN CM (1:4) QTY - 10.00 SQM

Thickness of plaster 9 mmCement Mortar 1 4

5.1.1A MATERIAL

Cement Bag 0.88 385.00 337.84Sand Cum 0.12 525.00 61.43Chicken mesh Sqm 1.50 35.00 52.50scratch coat with chemical Sqm 1.50 40.00 60.00Scaffloding Sqm 10.00 1.00 10.00

521.76 521.76

B LabourMason Nos 1.25 180.00 225.00Mazdoor Nos 1.25 100.00 125.00Bhisti Nos 0.15 100.00 15.00

365.00 365.00Total 886.76

C Add for water & electrical charges 886.76 0.02 17.74 17.74

D Add for tools and plants 886.76 0.05 44.34 44.34948.84

E Add contractor's profit 948.84 0.20 189.77 189.771138.60

Rate per Sqm 1138.60 10.00 113.86 113.86

Rate per Sqm 114.00

Rate per Sqm Labour + Material Total46.87 + 66.99 113.86

INTERNAL PLASTER 12 MM THK IN CM (1:4)5.1.2 Above GROUND FLOOR

HEIGHT OF FLOOR 3 MetreNos of floor 1Total Nos of floor (including Ground) 24

Labour Rate per Sqm 36.50

Add 5% per floor 43.80

Average Extra Labour Rate 21.90

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Average Labour Rate per Sqm 74.99

Rate per Sqm Labour + Material Total74.99 + 66.99 142.00

5.2 INTERNAL PLASTER 15 MM THK IN CM (1:4) QTY - 10.00 SQMThickness of plaster 15 mmCement Mortar 1 4

5.2.1A MATERIAL

Cement Bag 1.46 385.00 563.06Sand Sqm 0.20 525.00 102.38Chicken mesh Sqm 1.50 35.00 52.50Scratch coat with chemical Sqm 1.50 40.00 60.00Scaffolding Sqm 10.00 1.00 10.00

787.94 787.94

B LabourMason Nos 1.35 180.00 243.00Mazdoor Nos 1.35 100.00 135.00Bhisti Nos 0.15 100.00 15.00

393.00 393.00Total 1180.94

C Add for water & electrical charges 1180.94 0.02 23.62 23.62

D Add for tools and plants 1180.94 0.05 59.05 59.051263.60

E Add contractor's profit 1263.60 0.20 252.72 252.721516.32

Rate per Sqm 1516.32 10.00 151.63 151.63

Rate per Sqm 152.00

Rate per Sqm Labour + Material Total50.46 + 101.17 151.63

INTERNAL PLASTER 15 MM THK IN CM (1:4)5.2.2 Above GROUND FLOOR

HEIGHT OF FLOOR 3 MetreNos of floor 1Total Nos of floor (including Ground) 14

Labour Rate per Sqm 39.30

Add 5% per floor 27.51

Average Extra Labour Rate 13.75

Average Labour Rate per Sqm 68.12

Rate per Sqm Labour + Material Total68.12 + 101.17 170.00

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

5.3 DUCT PLASTER 18MM THK IN CM (1:4) Single coat QTY - 10.00 SQMThickness of plaster 18 mmCement Mortar 1 4

A MATERIAL

Cement Bag 1.76 385.00 675.68Sand Sqm 0.23 525.00 122.85Waterproof compound Kg 1.76 20.00 35.10Chicken mesh Sqm 1.50 35.00 52.50Scratch coat with chemical Sqm 1.50 40.00 60.00Scaffolding Sqm 10.00 1.00 10.00

956.13 956.13

B LabourMason Nos 1.50 180.00 270.00Mazdoor Nos 1.50 100.00 150.00Bhisti Nos 1.45 100.00 145.00

565.00 565.00Total 1521.13

C Add for water & electrical charges 1521.13 0.02 30.42 30.42

D Add for tools and plants 1521.13 0.05 76.06 76.061627.60

E Add contractor's profit 1627.60 0.20 325.52 325.521953.12

Rate per Sqm 1953.12 10.00 195.31 195.31

Rate per Sqm 196.00

Rate per Sqm Labour + Material Total72.55 + 122.77 195.31

DUCT PLASTER 18 MM THK IN CM (1:4) SINGLE COAT5.2.2 Above GROUND FLOOR

HEIGHT OF FLOOR 3 MetreNos of floor 1Total Nos of floor (including Ground) 24

Labour Rate per Sqm 56.50

Add 5% per floor 67.80

Average Extra Labour Rate 33.90

Average Labour Rate per Sqm 116.07

Rate per Sqm Labour + Material Total116.07 + 122.77 239.00

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

5.4 EXTRA FOR FLOATING COAT OF CEMENT QTY - 10.00 SQMOR CEMENT PUNNING

A MATERIAL

Cement Bag 0.440 140.00 61.6061.60 61.60

B LabourMason Nos 0.30 180.00 54.00Mazdoor Nos 0.30 100.00 30.00

84.00 84.00Total 145.60

C Add for water & electrical charges 145.60 0.02 2.91 2.91

D Add for tools and plants 145.60 0.05 7.28 7.28155.79

E Add contractor's profit 155.79 0.20 31.16 31.16186.95

Rate per Sqm 186.95 10.00 18.70 18.70

Rate per Sqm 19.00

Rate per Sqm Labour + Material Total10.79 + 7.91 18.70

5.5 EXTRA FOR NEERU FINISHING QTY - 10.00 SQMThickness 3 mmLime mortar proportion 1 1

A MATERIAL

Lime Kg 13.89 3.50 48.63Sand Cum 0.0214 525.00 11.22

59.85 59.85

B LabourMason Nos 0.30 180.00 54.00Mazdoor Nos 0.30 100.00 30.00

84.00 84.00Total 143.85

C Add for water & electrical charges 143.85 0.02 2.88 2.88

D Add for tools and plants 143.85 0.05 7.19 7.19153.92

E Add contractor's profit 153.92 0.20 30.78 30.78184.70

Rate per Sqm 184.70 10.00 18.47 18.47

Rate per Sqm 19.00

Rate per Sqm Labour + Material Total

Page 32: Market Rate Analysis

RATE ANALYSIS Page 32 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

10.79 + 7.68 18.47

Page 33: Market Rate Analysis

RATE ANALYSIS Page 33 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

5.6 25MM THK SAND FACE PLASTER DOUBLE COAT QTY - 10.00 SQMTotal thickness 25 mmFirst coat Thickness of plaster 15 mmCement Mortar 1 4 Second coat Thickness of plaster 10 mmCement Mortar 1 3

A MATERIAL

Cement Bag 2.40 385.00 924.00Sand Sqm 0.29 525.00 151.59Chicken mesh Sqm 1.50 35.00 52.50Waterproofing compound Kg 1.46 20.00 29.25Scratch coat with chemical Sqm 3.00 40.00 120.00Scaffolding Sqm 10.00 1.50 15.00

1292.34 1292.34

B LabourMason Nos 2.00 180.00 360.00Mazdoor Nos 2.00 100.00 200.00Bhisti Nos 1.50 100.00 150.00

710.00 710.00Total 2002.34

C Add for water & electrical charges 2002.34 0.02 40.05 40.05

D Add for tools and plants 2002.34 0.05 100.12 100.122142.51

E Add contractor's profit 2142.51 0.20 428.50 428.502571.01

Rate per Sqm 2571.01 10.00 257.10 257.10

Rate per Sqm 258.00

Rate per Sqm Labour + Material Total91.16 + 165.94 257.10

5.7 22MM THK ROUGHCAST PLASTER DOUBLE COAT QTY - 10.00 SQMTotal thickness 22 mmFirst coat Thickness of plaster 12 mmCement sand Mortar 1 3 Second coat Thickness of plaster 10 mmCement sand Mortar + 10% lime 1 3

A MATERIAL

Cement Bag 2.40 385.00 924.00Sand Cum 0.24 525.00 126.00Crushed stone Cum 0.10 350.00 35.00Grounded Hydrated Lime Kg 0.28 3.50 0.98Chicken mesh Sqm 1.50 35.00 52.50Waterproofing compound Kg 1.46 20.00 29.25Scratch coat with chemical Sqm 3.00 40.00 120.00Scaffolding Sqm 10.00 1.50 15.00

1302.73 1302.73

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

B LabourMason Nos 2.40 180.00 432.00Mazdoor Nos 2.40 100.00 240.00Bhisti Nos 0.35 100.00 35.00

707.00 707.00Total 2009.73

C Add for water & electrical charges 2009.73 0.02 40.19 40.19

D Add for tools and plants 2009.73 0.05 100.49 100.492150.41

E Add contractor's profit 2150.41 0.20 430.08 430.082580.49

Rate per Sqm 2580.49 10.00 258.05 258.05

Rate per Sqm 259.00

Rate per Sqm Labour + Material Total90.78 + 167.27 258.05

5.8

QTY - 10.00 SQMHEIGHT FROM GL 13 Metre

A LABOURMason Nos 0.22 180.00 39.60Mazdoor Nos 0.33 100.00 33.00Bhisti Nos 0.11 100.00 11.00Scaffolding Sqm 10.00 1.50 15.00

98.60 98.60

C Add for water & electrical charges 98.60 0.02 1.97 1.97100.57

D Add contractor's profit 100.57 0.20 20.11 20.11120.69

Rate per Sqm 120.69 10.00 12.07 12.07

Rate per Sqm 13.00

Rate per Sqm Labour + Material Total12.07 + 0.00 12.07

5.9 RAISED BANDS QTY - 10.00 RMTThickness of plaster 12 mmWidth of band 150 mmCement Mortar 1 4

A MATERIAL

Cement Bag 0.18 385.00 67.57

EXTRA FOR EXTERIOR PLASTERING HEIGHT MORE THAN 10M FROM GL FOR EVERY ADDITIONAL HT. 3M

Page 35: Market Rate Analysis

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Sand Sqm 0.02 525.00 12.28Scaffolding Sqm 1.50 1.20 1.80

81.65 81.65

B LabourMason Nos 0.40 180.00 72.00Mazdoor Nos 0.40 100.00 40.00Bhisti Nos 0.06 100.00 6.00

118.00 118.00Total 199.65

C Add for water & electrical charges 199.65 0.02 3.99 3.99

D Add for tools and plants 199.65 0.05 9.98 9.98213.63

E Add contractor's profit 213.63 0.20 42.73 42.73256.35

Rate per Rmt 256.35 10.00 25.64 25.64

Rate per Rmt 26.00

Rate per Rmt Labour + Material Total15.15 + 10.48 25.64

5.10 MOULDED BANDS QTY - 10.00 RMTThickness of plaster 12 mmWidth of band 150 mmCement Mortar 1 4

A MATERIAL

Cement Bag 0.18 385.00 67.57Sand Sqm 0.02 525.00 12.28Scaffolding Sqm 1.50 1.20 1.80

81.65 81.65

B LabourMason Nos 0.60 180.00 108.00Mazdoor Nos 0.60 100.00 60.00Bhisti Nos 0.06 100.00 6.00

174.00 174.00Total 255.65

C Add for water & electrical charges 255.65 0.02 5.11 5.11

D Add for tools and plants 255.65 0.05 12.78 12.78273.55

E Add contractor's profit 273.55 0.20 54.71 54.71328.26

Rate per Rmt 328.26 10.00 32.83 32.83

Rate per Rmt 33.00

Rate per Rmt Labour + Material Total

Page 36: Market Rate Analysis

RATE ANALYSIS Page 36 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

22.34 + 10.48 32.83

6 FLOORING WORKS6.1 SHAHABAD STONE FLOORING IN CM (1:6) QTY - 10.00 SQM

Size 550 550 Wastage 15%Cement mortar 20 mm 1 6Joints in CM 2 Kg/Sqm on bed

4.5 Kg/Sqm for joints

A MATERIAL

Shahabad stone Sqm 11.50 302.00 3473.00Cement Bag 2.50 385.00 962.50Sand Cum 0.24 525.00 126.00

4561.50 4561.50

B LABOURMason Nos 3.00 180.00 540.00Mazdoor Nos 6.00 100.00 600.00Bhisti Nos 0.27 100.00 27.00

1167.00 1167.00Total 5728.50

C Add for water & electrical charges 5728.50 0.02 114.57 114.57

D Add for tools and plants 5728.50 0.05 286.43 286.436129.50

E Add contractor's profit 6129.50 0.20 1225.90 1225.907355.39

Rate per Sqm 7355.39 10.00 735.54 735.54

Rate per Sqm 736.00

Rate per Sqm Labour + Material Total149.84 + 585.70 735.54

6.2 KOTA STONE FLOORING IN CM (1:6) QTY - 10.00 SQMSize 550 550 Wastage 15%Cement mortar 20 mm 1 6Joints in CM 2 Kg/Sqm on bed

4.5 Kg/Sqm for joints

A MATERIAL

Kota stone Sqm 11.50 323.00 3714.50Cement Bag 2.43 385.00 933.62Sand Cum 0.23 525.00 118.13

4766.25 4766.25

B LABOURMason Nos 3.00 180.00 540.00Mazdoor Nos 6.00 100.00 600.00Bhisti Nos 0.27 100.00 27.00

Page 37: Market Rate Analysis

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Polishing Sqm 10.00 44.00 440.001607.00 1607.00

Total 6373.25

C Add for water & electrical charges 6373.25 0.02 127.47 127.47

D Add for tools and plants 6373.25 0.05 318.66 318.666819.38

E Add contractor's profit 6819.38 0.20 1363.88 1363.888183.25

Rate per Sqm 8183.25 10.00 818.33 818.33

Rate per Sqm 819.00

Rate per Sqm Labour + Material Total206.34 + 611.99 818.33

Page 38: Market Rate Analysis

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

6.3 KOTA STONE SKIRTING QTY - 10.00 RMT(WITH BACKING COAT)Wastage in stone 15%Skirting height 150 mmBacking coat cement mortar 1 4 Thickness of backing coat 12 mmCement for jointing 4.5 Kg/Sqm for joints

A MATERIAL

Kota stone Sqm 1.73 388.00 669.30Cement Bag 0.49 385.00 186.82Sand Cum 0.02 525.00 9.45

865.57 865.57

B LABOURMason Nos 0.53 180.00 94.50Mazdoor Nos 1.05 100.00 105.00Bhisti Nos 0.05 100.00 4.50Polishing Sqm 1.50 44.00 66.00

270.00 270.00Total 1135.57

C Add for water & electrical charges 1135.57 0.02 22.71 22.71

D Add for tools and plants 1135.57 0.05 56.78 56.781215.06

E Add contractor's profit 1215.06 0.20 243.01 243.011458.07

Rate per Sqm 1458.07 10.00 145.81 145.81

Rate per Sqm 146.00

Rate per Sqm Labour + Material Total34.67 + 111.14 145.81

6.4 KOTA STONE RISER QTY - 10.00 RMT(WITH BACKING COAT)Wastage in stone 15%Riser height 150 mmBacking coat cement mortar 1 4 Thickness of backing coat 0 mmCement for jointing 4.5 Kg/Sqm for joints

A MATERIAL

Kota stone Sqm 1.73 388.00 669.30Cement Bag 0.35 385.00 134.85Sand Cum 0.00 525.00 0.00

804.15 804.15

B LABOURMason Nos 0.53 180.00 94.50Mazdoor Nos 1.05 100.00 105.00Bhisti Nos 0.05 100.00 4.50Polishing Sqm 1.50 44.00 66.00

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

270.00 270.00Total 1074.15

C Add for water & electrical charges 1074.15 0.02 21.48 21.48

D Add for tools and plants 1074.15 0.05 53.71 53.711149.34

E Add contractor's profit 1149.34 0.20 229.87 229.871379.20

Rate per Rmt 1379.20 10.00 137.92 137.92

Rate per Rmt 138.00

Rate per Rmt Labour + Material Total34.67 + 103.25 137.92

6.5 KOTA DADO QTY - 10.00 SQMSize 550 550 Wastage 15%Cement mortar for back coat 12 mm 1 4 in Joints in CM 2 Kg/Sqmon back coat in

4.5 Kg/Sqm for joints in

A MATERIAL

Kota Sqm 11.50 323.00 3714.50Cement for mortar back coat Bag 2.20 385.00 847.00Cement for spreading Bag 0.40 385.00 154.00Cement for jointing Bag 0.90 385.00 346.50Sand Cum 0.12 525.00 63.00

5125.00 5125.00

B LABOURMason Nos 4.50 180.00 810.00Mazdoor Nos 9.00 100.00 900.00Bhisti Nos 0.30 100.00 30.00Polishing Sqm 10.00 44.00 440.00

2180.00 2180.00Total 7305.00

C Add for water & electrical charges 7305.00 0.02 146.10 146.10

D Add for tools and plants 7305.00 0.05 365.25 365.257816.35

E Add contractor's profit 7816.35 0.20 1563.27 1563.279379.62

Rate per Sqm 9379.62 10.00 937.96 937.96

Rate per Sqm 938.00

Rate per Sqm Labour + Material Total279.91 + 658.05 937.96

Page 40: Market Rate Analysis

RATE ANALYSIS Page 40 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

6.6 KOTA STONE TREAD QTY - 1.25 RMTSize 1.25 0.30 Wastage 15%Cement mortar 20 mm 1 6Joints in CM 2 Kg/Sqm on bed

4.5 Kg/Sqm for joints

A MATERIAL

Kota stone Sqm 0.43 323.00 139.29Cement Bag 0.10 385.00 39.37Sand Cum 0.01 525.00 4.85

183.52 183.52

B LABOURMason Nos 0.17 180.00 30.37Mazdoor Nos 0.34 100.00 33.75Bhisti Nos 0.02 80.00 1.20Polishing Sqm 0.38 44.00 16.50

81.83 81.83Total 265.34

C Add for water & electrical charges 265.34 0.02 5.31 5.31

D Add for tools and plants 265.34 0.05 13.27 13.27283.92

E Add contractor's profit 283.92 0.20 56.78 56.78340.70

Rate per Sqm 340.70 1.25 272.56 272.56

Rate per Sqm 273.00

Rate per Sqm Labour + Material Total84.05 + 188.51 272.56

6.7 COMPOSITE FLOORING KOTA WITH JAISELMER QTY - 10.00 SQMKota 90%Jaiselmer 10%Wastage 15%Cement mortar 20 mm 1 6 in Joints in CM 2 Kg/Sqm bed in

4.5 Kg/Sqm for joints in

A MATERIAL

Kota stone Sqm 10.35 323.00 3343.05Jaiselmer Stone Sqm 1.15 431.00 495.65Cement for mortar bed Bag 1.07 385.00 412.50Cement for spreading Bag 0.40 550.00 220.00Cement for jointing Bag 0.90 550.00 495.00Sand Cum 0.21 525.00 112.50

5078.70 5078.70

B LABOURMason Nos 3.50 180.00 630.00Mazdoor Nos 7.00 100.00 700.00

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Bhisti Nos 0.30 100.00 30.00Polishing Sqm 10.00 461.00 4610.00

5970.00 5970.00Total 11048.70

C Add for water & electrical charges 11048.70 0.02 220.97 220.97

D Add for tools and plants 11048.70 0.05 552.44 552.4411822.11

E Add contractor's profit 11822.11 0.20 2364.42 2364.4214186.53

Rate per Sqm 14186.53 10.00 1418.65 1418.65

Rate per Sqm 1419.00

Rate per Sqm Labour + Material Total766.55 + 652.11 1418.65

6.8 COMPOSITE FLOORING OF MARBLE AND GRANITE QTY - 10.00 SQMMarble 75%Granite 25%Wastage 15%Cement mortar 20 mm 1 6 in Joints in CM 2 Kg/Sqm bed in

4.5 Kg/Sqm for joints in

A MATERIAL

Marble Sqm 8.63 1185.00 10220.63Granite Sqm 2.88 2691.00 7736.63Cement for mortar bed Bag 1.07 385.00 412.50Cement for spreading Bag 0.40 550.00 220.00Cement for jointing Bag 0.90 550.00 495.00Sand Cum 0.21 525.00 112.50

19197.25 19197.25

B LABOURMason Nos 5.00 180.00 900.00Mazdoor Nos 10.00 100.00 1000.00Bhisti Nos 0.30 100.00 30.00Polishing Sqm 10.00 757.50 7575.00

9505.00 9505.00Total 28702.25

C Add for water & electrical charges 28702.25 0.02 574.05 574.05

D Add for tools and plants 28702.25 0.05 1435.11 1435.1130711.41

E Add contractor's profit 30711.41 0.20 6142.28 6142.2836853.69

Rate per Sqm 36853.69 10.00 3685.37 3685.37

Rate per Sqm 3686.00

Page 42: Market Rate Analysis

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Rate per Sqm Labour + Material Total1220.44 + 2464.93 3685.37

6.9 MARBLE STONE FLOORING IN CM (1:6) QTY - 10.00 SQMSize 550 550 Wastage 15%Cement mortar 20 mm 1 6 in Joints in CM 2 Kg/Sqm on bed in

4.5 Kg/Sqm for joints in

A MATERIAL

Marble Sqm 11.50 1185.00 13627.50Cement for mortar bed Bag 1.07 385.00 412.50Cement for spreading Bag 0.40 385.00 154.00Cement for jointing Bag 0.90 550.00 495.00Sand Cum 0.21 525.00 112.50

14801.50 14801.50

B LABOURMason Nos 5.00 180.00 900.00Mazdoor Nos 10.00 100.00 1000.00Bhisti Nos 0.30 100.00 30.00Polishing Sqm 10.00 65.00 650.00

2580.00 2580.00Total 17381.50

C Add for water & electrical charges 17381.50 0.02 347.63 347.63

D Add for tools and plants 17381.50 0.05 869.08 869.0818598.21

E Add contractor's profit 18598.21 0.20 3719.64 3719.6422317.85

Rate per Sqm 22317.85 10.00 2231.78 2231.78

Rate per Sqm 2232.00

Rate per Sqm Labour + Material Total331.27 + 1900.51 2231.78

6.10 MARBLE STONE SKIRTING 100MM HIGH QTY - 10.00 RMTHeight of skirting 100 mm Wastage 15%Cement mortar 12 mm 1 4 in Joints in CM 4.5 Kg/Sqm for joints in

A MATERIAL

Marble Sqm 1.15 1422.00 1635.30Cement for mortar back coat Bag 0.09 385.00 34.65Cement for jointing Bag 0.09 550.00 49.50Sand Cum 0.01 525.00 6.30

1725.75 1725.75

B LABOUR

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RATE ANALYSIS Page 43 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Mason Nos 0.55 180.00 99.00Mazdoor Nos 1.10 100.00 110.00Bhisti Nos 0.03 100.00 3.00Polishing Sqm 1.00 65.00 65.00

277.00 277.00Total 2002.75

C Add for water & electrical charges 2002.75 0.02 40.06 40.06

D Add for tools and plants 2002.75 0.05 100.14 100.142142.94

E Add contractor's profit 2142.94 0.20 428.59 428.592571.53

Rate per Sqm 2571.53 10.00 257.15 257.15

Rate per Sqm 258.00

Rate per Sqm Labour + Material Total35.57 + 221.59 257.15

6.11 MARBLE STONE RISER 150MM HIGH QTY - 10.00 RMTHeight of skirting 150 mm Wastage 15%Cement mortar 12 mm 1 4 in Joints in CM 4.5 Kg/Sqm for joints in

A MATERIAL

Marble Sqm 1.73 1422.00 2452.95Cement for mortar back coat Bag 0.13 385.00 51.97Cement for jointing Bag 0.14 550.00 74.25Sand Cum 0.02 525.00 9.45

2588.63 2588.63

B LABOURMason Nos 0.83 180.00 148.50Mazdoor Nos 1.65 100.00 165.00Bhisti Nos 0.05 100.00 4.50Polishing Sqm 1.50 65.00 97.50

415.50 415.50Total 3004.13

C Add for water & electrical charges 3004.13 0.02 60.08 60.08

D Add for tools and plants 3004.13 0.05 150.21 150.213214.41

E Add contractor's profit 3214.41 0.20 642.88 642.883857.30

Rate per Rmt 3857.30 10.00 385.73 385.73

Rate per Rmt 386.00

Rate per Rmt Labour + Material Total53.35 + 332.38 385.73

Page 44: Market Rate Analysis

RATE ANALYSIS Page 44 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

6.12 MARBLE TREAD QTY - 1.25 RMTSize 1.25 0.30 Wastage 15%Cement mortar 20 mm 1 6 in Joints in CM 2 Kg/Sqm on bed in

4.5 Kg/Sqm for joints in

A MATERIAL

Marble Sqm 0.43 1422.00 613.24Cement for mortar bed Bag 0.04 385.00 15.47Cement for spreading Bag 0.02 550.00 8.25Cement for jointing Bag 0.03 550.00 18.56Sand Cum 0.01 525.00 4.85

660.37 660.37

B LABOURMason Nos 0.24 180.00 43.88Mazdoor Nos 0.49 100.00 48.75Bhisti Nos 0.01 100.00 1.13Polishing Sqm 0.38 65.00 24.38

118.13 118.13Total 778.50

C Add for water & electrical charges 778.50 0.02 15.57 15.57

D Add for tools and plants 778.50 0.05 38.92 38.92832.99

E Add contractor's profit 832.99 0.20 166.60 166.60999.59

Rate per Sqm 999.59 1.25 799.67 799.67

Rate per Sqm 800.00

Rate per Sqm Labour + Material Total121.34 + 678.33 799.67

6.13 MARBLE DADO QTY - 10.00 SQMSize 550 550 Wastage 10%Cement mortar for back coat 12 mm 1 4 in Joints in CM 2 Kg/Sqmon back coat in

4.5 Kg/Sqm for joints in

A MATERIAL

Marble Sqm 11.00 1185.00 13035.00Cement for mortar back coat Bag 2.20 385.00 847.00Cement for spreading Bag 0.40 550.00 220.00Cement for jointing Bag 0.90 550.00 495.00Sand Cum 0.12 525.00 63.00

14660.00 14660.00

B LABOUR

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RATE ANALYSIS Page 45 document.xlsx

DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Mason Nos 6.00 180.00 1080.00Mazdoor Nos 12.00 100.00 1200.00Bhisti Nos 0.30 100.00 30.00Polishing Sqm 10.00 65.00 650.00

2960.00 2960.00Total 17620.00

C Add for water & electrical charges 17620.00 0.02 352.40 352.40

D Add for tools and plants 17620.00 0.05 881.00 881.0018853.40

E Add contractor's profit 18853.40 0.20 3770.68 3770.6822624.08

Rate per Sqm 22624.08 10.00 2262.41 2262.41

Rate per Sqm 2263.00

Rate per Sqm Labour + Material Total380.06 + 1882.34 2262.41

6.14 GRANITE STONE FLOORING IN CM (1:6) QTY - 10.00 SQMSize 550 550 Wastage 15%Cement mortar 20 mm 1 6 in Joints in CM 2 Kg/Sqm on bed in

4.5 Kg/Sqm for joints in

A MATERIAL

Granite Sqm 11.50 2691.00 30946.50Cement for mortar bed Bag 1.07 385.00 412.50Cement for spreading Bag 0.40 385.00 154.00Cement for jointing Bag 0.90 550.00 495.00Sand Cum 0.21 525.00 112.50

32120.50 32120.50

B LABOURMason Nos 5.50 180.00 990.00Mazdoor Nos 11.00 100.00 1100.00Bhisti Nos 0.30 100.00 30.00Polishing Sqm 10.00 108.00 1080.00

3200.00 3200.00Total 35320.50

C Add for water & electrical charges 35320.50 0.02 706.41 706.41

D Add for tools and plants 35320.50 0.05 1766.03 1766.0337792.94

E Add contractor's profit 37792.94 0.20 7558.59 7558.5945351.52

Rate per Sqm 45351.52 10.00 4535.15 4535.15

Rate per Sqm 4536.00

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Rate per Sqm Labour + Material Total410.88 + 4124.27 4535.15

6.15 GRANITE STONE SKIRTING 100MM HIGH QTY - 10.00 RMTHeight of skirting 100 mm Wastage 15%Cement mortar 12 mm 1 4 in Joints in CM 4.5 Kg/Sqm for joints in

A MATERIAL

Granite Sqm 1.15 3230.00 3714.50Cement for mortar back coat Bag 0.09 385.00 34.65Cement for jointing Bag 0.09 550.00 49.50Sand Cum 0.01 525.00 6.30

3804.95 3804.95

B LABOURMason Nos 0.60 180.00 108.00Mazdoor Nos 1.20 100.00 120.00Bhisti Nos 0.03 100.00 3.00Polishing Sqm 1.00 108.00 108.00

339.00 339.00Total 4143.95

C Add for water & electrical charges 4143.95 0.02 82.88 82.88

D Add for tools and plants 4143.95 0.05 207.20 207.204434.03

E Add contractor's profit 4434.03 0.20 886.81 886.815320.83

Rate per Sqm 5320.83 10.00 532.08 532.08

Rate per Sqm 533.00

Rate per Sqm Labour + Material Total43.53 + 488.56 532.08

6.16 GRANITE STONE RISER 150MM HIGH QTY - 10.00 RMTHeight of skirting 180 mm Wastage 15%Cement mortar 12 mm 1 4 in Joints in CM 4.5 Kg/Sqm for joints in

A MATERIAL

Granite Sqm 2.07 3230.00 6686.10Cement for mortar back coat Bag 0.16 385.00 62.37Cement for jointing Bag 0.16 550.00 89.10Sand Cum 0.02 525.00 11.34

6848.91 6848.91

B LABOURMason Nos 1.08 180.00 194.40Mazdoor Nos 2.16 100.00 216.00

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SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Bhisti Nos 0.05 100.00 5.40Polishing Sqm 1.80 108.00 194.40

610.20 610.20Total 7459.11

C Add for water & electrical charges 7459.11 0.02 149.18 149.18

D Add for tools and plants 7459.11 0.05 372.96 372.967981.25

E Add contractor's profit 7981.25 0.20 1596.25 1596.259577.50

Rate per Rmt 9577.50 10.00 957.75 957.75

Rate per Rmt 958.00

Rate per Rmt Labour + Material Total78.35 + 879.40 957.75

6.17 GRANITE TREAD QTY - 1.25 RMTSize 1.25 0.30 Wastage 15%Cement mortar 20 mm 1 6 in Joints in CM 2 Kg/Sqm on bed in

4.5 Kg/Sqm for joints in

A MATERIAL

Granite Sqm 0.43 3230.00 1392.94Cement for mortar bed Bag 0.04 385.00 15.47Cement for spreading Bag 0.02 385.00 5.77Cement for jointing Bag 0.03 550.00 18.56Sand Cum 0.01 525.00 4.85

1437.60 1437.60

B LABOURMason Nos 0.24 180.00 43.88Mazdoor Nos 0.49 100.00 48.75Bhisti Nos 0.01 100.00 1.13Polishing Sqm 0.38 108.00 40.50

134.25 134.25Total 1571.85

C Add for water & electrical charges 1571.85 0.02 31.44 31.44

D Add for tools and plants 1571.85 0.05 78.59 78.591681.87

E Add contractor's profit 1681.87 0.20 336.37 336.372018.25

Rate per Sqm 2018.25 1.25 1614.60 1614.60

Rate per Sqm 1615.00

Rate per Sqm Labour + Material Total137.90 + 1476.70 1614.60

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SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

6.18 GRANITE DADO QTY - 10.00 SQMSize 550 550 Wastage 10%Cement mortar for back coat 12 mm 1 4 in Joints in CM 2 Kg/Sqmon back coat in

4.5 Kg/Sqm for joints in

A MATERIAL

Granite Sqm 11.00 2691.00 29601.00Cement for mortar back coat Bag 2.20 385.00 847.00Cement for spreading Bag 0.40 385.00 154.00Cement for jointing Bag 0.90 550.00 495.00Sand Cum 0.12 525.00 63.00

31160.00 31160.00

B LABOURMason Nos 6.00 180.00 1080.00Mazdoor Nos 12.00 100.00 1200.00Bhisti Nos 0.30 100.00 30.00Polishing Sqm 10.00 108.00 1080.00

3390.00 3390.00Total 34550.00

C Add for water & electrical charges 34550.00 0.02 691.00 691.00

D Add for tools and plants 34550.00 0.05 1727.50 1727.5036968.50

E Add contractor's profit 36968.50 0.20 7393.70 7393.7044362.20

Rate per Sqm 44362.20 10.00 4436.22 4436.22

Rate per Sqm 4437.00

Rate per Sqm Labour + Material Total435.28 + 4000.94 4436.22

6.19 CERAMIC TILES FLOORING QTY - 10.00 SQMSize 200 200 Wastage 10%Cement mortar 20 mm 1 6 in Joints in CM 2 Kg/Sqm on bed in

4.5 Kg/Sqm for joints in

A MATERIAL

Ceramic Tiles Sqm 11.00 194.00 2134.00Cement for mortar bed Bag 1.07 385.00 412.50Cement for spreading Bag 0.40 385.00 154.00Cement for jointing Bag 0.90 550.00 495.00Sand Cum 0.21 525.00 112.50

3308.00 3308.00

B LABOUR

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SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Mason Nos 2.00 180.00 360.00Mazdoor Nos 4.00 100.00 400.00Bhisti Nos 0.50 100.00 50.00

810.00 810.00Total 4118.00

C Add for water & electrical charges 4118.00 0.02 82.36 82.36

D Add for tools and plants 4118.00 0.05 205.90 205.904406.26

E Add contractor's profit 4406.26 0.20 881.25 881.255287.51

Rate per Sqm 5287.51 10.00 528.75 528.75

Rate per Sqm 529.00

Rate per Sqm Labour + Material Total104.00 + 424.75 528.75

6.20 CERAMIC TILES SKIRTING 100MM HIGH QTY - 10.00 RMTHeight of skirting 100 mm Wastage 10%Back coat Cement mortar 0 mm 1 4 in Joints in CM 2 Kg/Sqm on bed in

4.5 Kg/Sqm for joints in

A MATERIAL

Ceramic Tiles Sqm 1.10 233.00 256.30Cement for mortar back coat Bag 0.00 385.00 0.00Cement for spreading Bag 0.04 385.00 15.40Cement for jointing Bag 0.09 550.00 49.50Sand Cum 0.00 525.00 0.00

321.20 321.20

B LABOURMason Nos 0.30 180.00 54.00Mazdoor Nos 0.60 100.00 60.00Bhisti Nos 0.03 100.00 3.00

117.00 117.00Total 438.20

C Add for water & electrical charges 438.20 0.02 8.76 8.76

D Add for tools and plants 438.20 0.05 21.91 21.91468.87

E Add contractor's profit 468.87 0.20 93.77 93.77562.65

Rate per Rmt 562.65 10.00 56.26 56.26

Rate per Rmt 57.00

Rate per Rmt Labour + Material Total15.02 + 41.24 56.26

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

6.21 CERAMIC TILES DADO QTY - 10.00 SQMSize 300 300 Wastage 10%Cement mortar 0 mm 1 4 in Joints in CM 2 Kg/Sqm on bed in

4.5 Kg/Sqm for joints in

A MATERIAL

Ganite Tiles Sqm 11.00 194.00 2134.00Cement for mortar bed Bag 0.00 385.00 0.00Cement for spreading Bag 0.40 385.00 154.00Cement for jointing Bag 0.90 550.00 495.00Sand Cum 0.00 525.00 0.00

2783.00 2783.00

B LABOURMason Nos 3.00 180.00 540.00Mazdoor Nos 6.00 100.00 600.00Bhisti Nos 0.50 100.00 50.00

1190.00 1190.00Total 3973.00

C Add for water & electrical charges 3973.00 0.02 79.46 79.46

D Add for tools and plants 3973.00 0.05 198.65 198.654251.11

E Add contractor's profit 4251.11 0.20 850.22 850.225101.33

Rate per Rmt 5101.33 10.00 510.13 510.13

Rate per Rmt 511.00

Rate per Rmt Labour + Material Total152.80 + 357.34 510.13

6.22 CERAMIC TILES FLOORING (With Adhesive) QTY - 10.00 SQMSize 400 400 9.0Wastage 10%Adhesive 3 mm thickGrout 3 mm

A MATERIAL

Ceramic Tiles Sqm 11.00 194.00 2134.00Adhesive Kg 35.00 27.00 945.00Grout Kg 2.00 45.00 90.00

3169.00 3169.00

B LABOURMason Nos 2.00 180.00 360.00Mazdoor Nos 4.00 100.00 400.00Bhisti Nos 0.50 100.00 50.00

810.00 810.00Total 3979.00

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SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

C Add for water & electrical charges 3979.00 0.02 79.58 79.58

D Add for tools and plants 3979.00 0.05 198.95 198.954257.53

E Add contractor's profit 4257.53 0.20 851.51 851.515109.04

Rate per Rmt 5109.04 10.00 510.90 510.90

Rate per Rmt 511.00

Rate per Rmt Labour + Material Total104.00 + 406.90 510.90

6.23 CERAMIC TILES SKIRTING (With Adhesive) QTY - 10.00 RMTSize 400 100 9.0Wastage 10%Adhesive 3 mm thickGrout 3 mm

A MATERIAL

Ceramic Tiles Sqm 1.10 194.00 213.40Adhesive Kg 3.50 27.00 94.50Grout Kg 0.5 45.00 22.50

330.40 330.40

B LABOURMason Nos 0.30 180.00 54.00Mazdoor Nos 0.60 100.00 60.00Bhisti Nos 0.03 100.00 3.00

117.00 117.00Total 447.40

C Add for water & electrical charges 447.40 0.02 8.95 8.95

D Add for tools and plants 447.40 0.05 22.37 22.37478.72

E Add contractor's profit 478.72 0.20 95.74 95.74574.46

Rate per Rmt 574.46 10.00 57.45 57.45

Rate per Rmt 58.00

Rate per Rmt Labour + Material Total15.02 + 42.42 57.45

6.24 CERAMIC TILES DADO (WITH ADHESIVE) QTY - 10.00 SQMSize 300 300 5.5Wastage 10%Adhesive 3 mm thickGrout 2 mm

A MATERIAL

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Ceramic Tiles Sqm 11.00 194.00 2134.00Adhesive Kg 35.00 27.00 945.00Grout Kg 1.2 45.00 54.00

3133.00 3133.00

B LABOURMason Nos 3.00 180.00 540.00Mazdoor Nos 6.00 100.00 600.00Bhisti Nos 0.50 100.00 50.00

1190.00 1190.00Total 4323.00

C Add for water & electrical charges 4323.00 0.02 86.46 86.46

D Add for tools and plants 4323.00 0.05 216.15 216.154625.61

E Add contractor's profit 4625.61 0.20 925.12 925.125550.73

Rate per Rmt 5550.73 10.00 555.07 555.07

Rate per Rmt 556.00

Rate per Rmt Labour + Material Total152.80 + 402.28 555.07

6.25 INDIAN PATENT FLOORING QTY - 10.00 Sqmfinished with a floating coat of neat cementThickness 50 mmProportion 1 2 4 Neat cement floating coat

A MATERIAL

Cement for concrete Bag 3.26 385.00 1254.00Cement for floating coat Bag 0.38 385.00 144.38Sand Cum 0.22 525.00 114.00Stone aggregate up to 12mm size Cum 0.11 578.00 62.75Stone aggregate up to 20mm size Cum 0.33 500.00 162.86Glass strips 45mm x 3mm thick Rmt 11.34 6.00 68.04

1806.03 1806.03

B LabourMason Nos 1.35 180.00 243.00Mazdoor Nos 2.70 100.00 270.00Bhisti Nos 0.35 100.00 35.00

548.00 548.00Total 2354.03

C Add for water & electrical charges 2354.03 0.02 47.08 47.08

D Add for tools and plants 2354.03 0.05 117.70 117.702518.81

E Add contractor's profit 2518.81 0.20 503.76 503.763022.57

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Rate per Sqm 3022.57 10.00 302.26 302.26

Rate per Sqm 302.00

Rate per Sqm Labour + Material Total70.36 + 231.89 302.26

6.26 INDIAN PATENT FLOORING QTY - 10.00 Sqmwith hardener topingTotal Thickness 50 mmUnder layer 35 mmProportion 1 2 4 Top layer 15 mmProportion (for metal hardener) Cement : Metal hardener

4 1 Proportion (for mortar top) Cement+hardn: Stone agg (6mm size)

1 2 Neat cement floating coat

A MATERIAL

Cement for concrete Bag 2.28 385.00 877.80Cement for top layer Bag 1.50 385.00 577.50Cement for floating coat Bag 0.38 385.00 144.38Sand Cum 0.15 525.00 79.80Stone aggregate up to 6mm size Cum 0.01 600.00 7.50Stone aggregate up to 12mm size Cum 0.08 550.00 41.80Stone aggregate up to 20mm size Cum 0.23 500.00 114.00Metalic hardener Kg 26.00 12.00 312.00Glass strips 45mm x 3mm thick Rmt 11.34 6.00 68.04

2222.81 2222.81

B LabourMason Nos 2.15 180.00 387.00Mazdoor Nos 4.30 100.00 430.00Bhisti Nos 0.35 100.00 35.00

852.00 852.00Total 3074.81

C Add for water & electrical charges 3074.81 0.02 61.50 61.50

D Add for tools and plants 3074.81 0.05 153.74 153.743290.05

E Add contractor's profit 3290.05 0.20 658.01 658.013948.06

Rate per Sqm 3948.06 10.00 394.81 394.81

Rate per Sqm 395.00

Rate per Sqm Labour + Material Total109.40 + 285.41 394.81

6.27 TREMIX FLOORING RCC M 20Thickness 100 mm QTY - 10.00 Sqm.Cement content Kg/Cum 350.00

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

A MATERIALCement Bag 7.35 385.00 2829.75Sand Cum 0.62 525.00 325.50Aggregate Cum 0.77 500.00 385.00Admixture Kg 1.10 60.00 66.15

3606.40 3606.40

B LabourMason Nos 3.25 180.00 585.00Mazdoor Nos 6.50 100.00 650.00Bhisti Nos 0.50 100.00 50.00

1285.00 1285.00Total 4891.40

C Add for water & electrical charges 4891.40 0.02 97.83 97.83

D Add for tools and plants 4891.40 0.08 391.31 391.315380.54

E Add contractor's profit 5380.54 0.20 1076.11 1076.116456.65

Rate per Sqm 6456.65 10.00 645.66 645.66

Rate per Sqm 646.00

Rate per Sqm Labour + Material Total169.62 + 476.04 645.66

6.28 PRECAST MARBLE MOSAIC TILES FLOORING QTY - 10.00 SQMSize 300 300 Wastage 10%Cement mortar 20 mm 1 6 in Joints in CM 2 Kg/Sqm on bed in

4.5 Kg/Sqm for joints in

A MATERIAL

Marble mosaic tiles Sqm 11.00 175.00 1925.00Cement for mortar bed Bag 1.07 385.00 412.50Cement for spreading Bag 0.40 385.00 154.00Cement for jointing Bag 0.90 550.00 495.00Sand Cum 0.21 525.00 112.50

3099.00 3099.00

B LabourMason Nos 1.50 180.00 270.00Mazdoor Nos 3.00 100.00 300.00Bhisti Nos 0.30 100.00 30.00Polishing Sqm 10.00 22.00 220.00

820.00 820.00Total 3919.00

C Add for water & electrical charges 3919.00 0.02 78.38 78.38

D Add for tools and plants 3919.00 0.05 195.95 195.954193.33

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SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

E Add contractor's profit 4193.33 0.20 838.67 838.675032.00

Rate per Sqm 5032.00 10.00 503.20 503.20

Rate per Sqm 504.00

Rate per Sqm Labour + Material Total105.29 + 397.91 503.20

6.29 PRECAST MARBLE MOSAIC TILES SKIRTING QTY - 10.00 RMTHeight of skirting 100 mm Wastage 10%Back coat Cement mortar 0 mm 1 4 in Joints in CM 2 Kg/Sqm on bed in

4.5 Kg/Sqm for joints in

A MATERIAL

Precast Mable Mosaic Tiles Sqm 1.10 210.00 231.00Cement for mortar back coat Bag 0.00 385.00 0.00Cement for spreading Bag 0.04 385.00 15.40Cement for jointing Bag 0.09 550.00 49.50Sand Cum 0.00 525.00 0.00

295.90 295.90

B LabourMason Nos 0.20 180.00 36.00Mazdoor Nos 0.40 100.00 40.00Bhisti Nos 0.04 100.00 4.00Polishing Sqm 1.00 22.00 22.00

102.00 102.00Total 397.90

C Add for water & electrical charges 397.90 0.02 7.96 7.96

D Add for tools and plants 397.90 0.05 19.90 19.90425.75

E Add contractor's profit 425.75 0.20 85.15 85.15510.90

Rate per Sqm 510.90 10.00 51.09 51.09

Rate per Sqm 52.00

Rate per Sqm Labour + Material Total13.10 + 37.99 51.09

6.30 CAST-IN-SITU MARBLE MOSAIC FLOORING QTY - 10.00 Sqm

Total Thickness 40 mmUnder layer 34 mmProportion 1 2 4 Top layer 6 mmProportion (for top layer) Cement : mable powder

3 1

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SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Proportion (for mortar top) Cement+marble: marb chips4 7

Neat cement floating coat

A MATERIAL

Cement for concrete Bag 2.21 385.00 852.72Cement for top layer Bag 0.80 550.00 438.75Sand Cum 0.15 525.00 77.52Marble chips Kg 90.00 2.00 180.00Stone aggregate up to 12mm size Cum 0.30 550.00 162.42

1711.41 1711.41

B LabourMason Nos 2.50 180.00 450.00Mazdoor Nos 5.00 100.00 500.00Bhisti Nos 0.50 100.00 50.00Polishing Sqm 10.00 22.00 220.00

1220.00 1220.00Total 2931.41

C Add for water & electrical charges 2931.41 0.02 58.63 58.63

D Add for tools and plants 2931.41 0.05 146.57 146.573136.61

E Add contractor's profit 3136.61 0.20 627.32 627.323763.93

Rate per Sqm 3763.93 10.00 376.39 376.39

Rate per Sqm 377.00

Rate per Sqm Labour + Material Total156.65 + 219.75 376.39

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

6.31 PERLATINO MARBLE URINAL PARTITIONS QTY - 1.35 RMTSIZE 1.35 0.45

A MATERIAL

Perletino 19mm thk Sqm 0.73 4037.00 2942.97Cement (White) Bag 0.1215 550.00 66.83Sand Cum 0.00405 525.00 2.13Add for pins,clamps & dowels L.S 200.00

3211.92 3211.92

B LabourMason Nos 0.50 180.00 90.00Mazdoor Nos 1.00 100.00 100.00Bhisti Nos 0.25 100.00 25.00Polishing Sqm 0.61 65.00 39.49

254.49 254.49Total 3466.41

C Add for water & electrical charges 3466.41 0.02 69.33 69.33

D Add for tools and plants 3466.41 0.05 173.32 173.323709.06

E Add contractor's profit 3709.06 0.20 741.81 741.814450.87

Rate per Rmt 4450.87 1.35 3296.94 3296.94

Rate per Rmt 3297.00

Rate per Rmt Labour + Material Total242.05 + 3054.90 3296.94

6.32 STONE CLADDING (dry) QTY - 10.00 SQMBASIC RATE OF STONE SQM 216.00 wastage 15%1 Clamp at every mm 600.00 600.00 area

A MATERIAL

Stone Sqm 11.50 216.00 2484.00Add pins, clamps, dowels etc Nos 28.00 25.00 700.00

3184.00 3184.00

B LabourMason Nos 3.00 230.00 690.00Mazdoor Nos 6.00 100.00 600.00

1290.00 1290.00Total 4474.00

C Add for water & electrical charges 4474.00 0.02 89.48 89.48

D Add for tools and plants 4474.00 0.07 313.18 313.184876.66

E Add contractor's profit 4876.66 0.20 975.33 975.335851.99

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Rate per Sqm 5851.99 10.00 585.20 585.20

Rate per Sqm 586.00

Rate per Sqm Labour + Material Total168.73 + 416.47 585.20

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DATE: 7-Apr-2023RATE ANALYSIS AS PER MARKET RATE

SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

6.33 GRANITE KITCHEN PLATFORM 600MM WIDE WITH KUDDAPAH SHELFQTY - 2.50 RMT

Size of platform 0.60 2.50 mPartitions No 2.00 Height of patition mm 625.00 Facia 100 mm widewastage in stone 15%

A MATERIAL

Granite Top 19mm thk Sqm 1.72 1750.00 3018.75Kuddapah 40mm thk Sqm 3.45 225.00 776.25

Kuddapah 19mm thick sandwich partition Sqm 1.13 150.00 168.75Granite facia Sqm 0.45 2000.00 900.00Cement (Grey) Bag 0.36 385.00 137.16Sand Cum 0.06 625.00 37.11Add for pins,clamps & dowels L.S 100.00

5138.02 5138.02

B LabourMason Nos 2.25 200.00 450.00Mazdoor Nos 4.50 100.00 450.00Bhisti Nos 0.50 100.00 50.00Polishing Sqm 2.18 108.00 234.90

1184.90 1184.90Total 6322.92

C Add for water & electrical charges 6322.92 0.02 126.46 126.46

D Add for tools and plants 6322.92 0.05 316.15 316.156765.52

E Add contractor's profit 6765.52 0.20 1353.10 1353.108118.62

Rate per Sqm 8118.62 2.50 3247.45 3247.45

Rate per Sqm 3248.00

Rate per Sqm Labour + Material Total608.56 + 2638.88 3247.45

6.34 GRANITE WASH BASIN COUNTER 600MM WIDE WITH KUDDAPAH BASEQTY - 1.20 RMT

Size of counter 0.60 1.20 mPartitions No 2.00 Height of patition mm 625.00 Facia 100 mm widewastage in stone 15%

A MATERIAL

Granite Top 19mm thk Sqm 0.83 2691.00 2228.15Kuddapah 40mm thk Sqm 0.83 225.00 186.30Granite facia Sqm 0.29 2691.00 791.15Cement (Grey) Bag 0.10 385.00 39.85Sand Cum 0.02 625.00 10.78

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SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Add for pins,clamps & dowels L.S 100.003356.23 3356.23

B LabourMason Nos 1.20 200.00 240.00Mazdoor Nos 2.40 80.00 192.00Bhisti Nos 0.40 100.00 40.00Polishing Sqm 1.12 108.00 121.18

593.18 593.18Total 3949.41

C Add for water & electrical charges 3949.41 0.02 78.99 78.99

D Add for tools and plants 3949.41 0.05 197.47 197.474225.87

E Add contractor's profit 4225.87 0.20 845.17 845.175071.04

Rate per Sqm 5071.04 1.20 4225.87 4225.87

Rate per Sqm 4226.00

Rate per Sqm Labour + Material Total634.70 + 3591.17 4225.87

7 DOORS & WINDOWS7.1 TEAK WOOD DOOR FRAME QTY - 5.80 RMT

Size of Frame 150 mm x 75 mmDoor size 900 mm x 2400 mmHoldfast 8 Nos 225 50 3

A MATERIAL Teak Wood Cum 0.069 35315.00 2419.52G.I.Holdfast Kg 4.93 30.00 148.03add for concreting 1:2:4 Cum 0.0220 4422.00 97.28Primer Ltr. 0.17 60.00 10.44Oil paint Ltr. 0.29 150.00 43.07Bituminious Paint Ltr. 0.06 50.00 2.87Sundries L.S 50.00

2771.20 2771.20B LABOUR

Carpenter Nos 0.70 200.00 140.00Mazdoor Nos 0.70 100.00 70.00Painter Nos 0.25 150.00 37.50Helper Nos 0.25 70.00 17.50

265.00 265.00Total 3036.20

D Add for water & electrical charges 3036.20 0.02 60.72 60.72

E Add for tools and plants 3036.20 0.05 151.81 151.813248.74

F Add contractor's profit 3248.74 0.20 649.75 649.753898.49

Rate per Rmt 3898.49 5.80 672.15 672.15

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Rate per Rmt. 673.00

Rate per Sqm Labour + Material Total58.67 + 613.49 672.15

7.2 TEAK WOOD WINDOW FRAME QTY - 6.10 RMTSize of Frame 150 mm x 65 mmWindow size Horizontal 2 Vertical 3

1200 mm x 1200 mmHoldfast 4 Nos 225 50 3

A MATERIAL Teak Wood Cum 0.062 35315.00 2205.38G.I.Holdfast Kg 2.47 30.00 74.01add for concreting 1:2:4 Cum 0.0110 4422.00 48.64Primer Ltr. 0.17 60.00 10.25Oil paint Ltr. 0.28 150.00 42.27Bituminious Paint Ltr. 0.06 50.00 3.02Sundries L.S 50.00

2433.57 2433.57B LABOUR

Carpenter Nos 0.70 200.00 140.00Mazdoor Nos 0.70 100.00 70.00Painter Nos 0.25 150.00 37.50Helper Nos 0.25 70.00 17.50

265.00 265.00Total 2698.57

D Add for water & electrical charges 2698.57 0.02 53.97 53.97

E Add for tools and plants 2698.57 0.05 134.93 134.932887.47

F Add contractor's profit 2887.47 0.20 577.49 577.493464.97

Rate per Rmt 3464.97 6.10 568.03 568.03

Rate per Rmt. 569.00

Rate per Sqm Labour + Material Total55.78 + 512.25 568.03

7.3 GI DOOR FRAME QTY - 5.20 RMTSize of Frame 125 mm x 60 mm x 1.60Door size 900 mm x 2100 mmHoldfast 6 Nos 150 50 3

A MATERIAL GI Frame Kg 24.95 22.00 548.88G.I.Holdfast Kg 2.47 25.00 61.68add for concreting (holdfasts)1:2:4 Cum 0.01 4422.00 53.06add for pouring concrete 1:3:6 Cum 0.04 3498.00 125.84Primer Ltr. 0.13 60.00 7.64Oil paint Ltr. 0.21 150.00 31.53Bituminious Paint Ltr. 0.04 50.00 2.15

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Sundries L.S 50.00880.78 880.78

B LABOURFabricator Nos 1.00 200.00 200.00Mazdoor Nos 1.00 100.00 100.00Painter Nos 0.25 150.00 37.50Helper Nos 0.25 70.00 17.50

355.00 355.00Total 1235.78

D Add for water & electrical charges 1235.78 0.02 24.72 24.72

E Add for tools and plants 1235.78 0.07 86.50 86.501347.00

F Add contractor's profit 1347.00 0.20 269.40 269.401616.41

Rate per Rmt 1616.41 5.20 310.85 310.85

Rate per Rmt. 311.00

Rate per Sqm Labour + Material Total89.30 + 221.55 310.85

7.4 GI WINDOW FRAME QTY - 6.10 RMTSize of Frame 125 mm x 60 mm x 1.60Window size Horizontal 2 Vertical 3

1200 mm x 1200 mmHoldfast 4 Nos 150 50 3

A MATERIAL GI Frame Kg 29.27 22.00 643.88G.I.Holdfast Kg 1.64 25.00 41.12add for concreting (holdfasts)1:2:4 Cum 0.01 4422.00 35.38add for pouring concrete 1:3:6 Cum 0.04 3498.00 147.62Primer Ltr. 0.15 60.00 8.97Oil paint Ltr. 0.25 150.00 36.99Bituminious Paint Ltr. 0.05 50.00 2.52Sundries L.S 50.00

966.47 966.47B LABOUR

Fabricator Nos 1.00 200.00 200.00Mazdoor Nos 1.00 100.00 100.00Painter Nos 0.25 150.00 37.50Helper Nos 0.25 70.00 17.50

355.00 355.00Total 1321.47

D Add for water & electrical charges 1321.47 0.02 26.43 26.43

E Add for tools and plants 1321.47 0.07 92.50 92.501440.40

F Add contractor's profit 1440.40 0.20 288.08 288.081728.48

Rate per Rmt 1728.48 6.10 283.36 283.36

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Rate per Rmt. 284.00

Rate per Sqm Labour + Material Total76.12 + 207.24 283.36

7.5 TEAK WOOD ARCHITRAVES QTY - 5.10 RMTSize of Architraves 40 mm x 20 mmDoor size 900 mm x 2100 mm

A MATERIAL Teak Wood Cum 0.004 35315.00 151.29Primer Ltr. 0.04 60.00 2.45Oil paint Ltr. 0.07 150.00 10.10Sundries L.S 25.00

188.84 188.84B LABOUR

Carpenter Nos 0.50 200.00 100.00Mazdoor Nos 0.50 100.00 50.00Painter Nos 0.15 150.00 22.50Helper Nos 0.15 70.00 10.50

183.00 183.00Total 371.84

D Add for water & electrical charges 371.84 0.02 7.44 7.44

E Add for tools and plants 371.84 0.05 18.59 18.59397.87

F Add contractor's profit 397.87 0.20 79.57 79.57477.44

Rate per Rmt 477.44 5.10 93.61 93.61

Rate per Rmt. 94.00

Rate per Sqm Labour + Material Total46.07 + 47.54 93.61

7.6 WOODEN FLUSH SHUTTER(Without main frame) QTY - 1.75 SQM

7.6.1 Thickness of shutter 40 mm Size of Door 0.90 m x 2.10 mSize of frame 125 mm x 75 mmSize of shutter 0.865 m x 2.02 m

A MATERIAL Flush shutter Sqm 1.75 750.00 1310.48CP brass handles No. 2.00 75.00 150.00CP brass hinges No. 3.00 15.00 45.00CP brass tower bolts No. 1.00 35.00 35.00Letter slits No. 1.00 225.00 225.00Door closer No. 0.00 500.00 0.00Eye view No. 1.00 75.00 75.00Baby latches No. 0.00 65.00 0.00Mortice lock No. 1.00 600.00 600.00Primer Ltr. 0.39 60.00 23.59

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Oil Paint Ltr. 0.65 150.00 97.30Sundries screws etc. 100.00

Total 2661.37 2661.37

B LABOURCarpenter Nos 0.60 200.00 120.00Mazdoor Nos 0.80 100.00 80.00Mistry Nos 0.06 250.00 15.00Painter Nos 0.15 150.00 22.50Helper Nos 0.15 70.00 10.50

248.00 248.00Total 2909.37

C Add for water & electrical charges 2909.37 0.02 58.19 58.19

D Add for tools and plants 2909.37 0.05 145.47 145.473113.02

E Add contractor's profit 3113.02 0.20 622.60 622.603735.63

Rate per Rmt 3735.63 1.75 2137.94 2137.94

Rate per Rmt. 2138.00

Rate per Sqm Labour + Material Total182.24 + 1955.70 2137.94

7.6.2 WOODEN FLUSH SHUTTER(Without main frame) QTY - 1.73 SQMThickness of shutter 32 mm Size of Door 0.90 m x 2.10 mSize of frame 125 mm x 75 mmSize of shutter 0.857 m x 2.02 m

A MATERIAL Flush shutter Sqm 1.73 650.00 1123.01CP brass handles No. 2.00 75.00 150.00CP brass hinges No. 3.00 15.00 45.00CP brass tower bolts No. 1.00 35.00 35.00Letter slits No. 0.00 225.00 0.00Door stopper No. 0.00 175.00 0.00Eye view No. 0.00 75.00 0.00Baby latches No. 0.00 65.00 0.00Aldrop No. 1.00 100.00 100.00Primer Ltr. 0.39 60.00 23.32Oil Paint Ltr. 0.64 150.00 96.21Sundries screws etc. 100.00

Total 1672.55 1672.55

B LABOURCarpenter Nos 0.60 200.00 120.00Mazdoor Nos 0.80 100.00 80.00Mistry Nos 0.06 250.00 15.00Painter Nos 0.15 150.00 22.50Helper Nos 0.15 70.00 10.50

248.00 248.00Total 1920.55

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C Add for water & electrical charges 1920.55 0.02 38.41 38.41

D Add for tools and plants 1920.55 0.05 96.03 96.032054.99

E Add contractor's profit 2054.99 0.20 411.00 411.002465.98

Rate per Sqm 2465.98 1.73 1427.31 1427.31

Rate per Sqm 1428.00

Rate per Sqm Labour + Material Total184.31 + 1243.00 1427.31

7.6.3 WOODEN FLUSH SHUTTER(Without main frame) QTY - 1.71 SQMThickness of shutter 25 mm Size of Door 0.90 m x 2.10 mSize of frame 125 mm x 75 mmSize of shutter 0.85 m x 2.01 m

A MATERIAL Flush shutter Sqm 1.71 650.00 1111.91CP brass handles No. 2.00 75.00 150.00CP brass hinges No. 3.00 15.00 45.00CP brass tower bolts No. 1.00 35.00 35.00Letter slits No. 0.00 225.00 0.00Door stopper No. 1.00 175.00 175.00Eye view No. 0.00 75.00 0.00Baby latches No. 2.00 65.00 130.00Mortice lock No. 0.00 600.00 0.00Primer Ltr. 0.38 60.00 23.09Oil Paint Ltr. 0.64 150.00 95.26Sundries screws etc. 100.00

Total 1865.26 1865.26

B LABOURCarpenter Nos 0.60 200.00 120.00Mazdoor Nos 0.80 100.00 80.00Mistry Nos 0.06 250.00 15.00Painter Nos 0.15 150.00 22.50Helper Nos 0.15 70.00 10.50

248.00 248.00Total 2113.26

C Add for water & electrical charges 2113.26 0.02 42.27 42.27

D Add for tools and plants 2113.26 0.05 105.66 105.662261.19

E Add contractor's profit 2261.19 0.20 452.24 452.242713.43

Rate per Sqm 2713.43 1.71 1586.22 1586.22

Rate per Sqm 1587.00

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Rate per Sqm Labour + Material Total186.15 + 1400.07 1586.22

7.7 WOODEN FULLY PANELLED SHUTTER(Without main frame) QTY - 1.75 SQMThickness of shutter 40 mm Size of Door 0.90 m x 2.10 mSize of frame 125 mm x 75 mmSize of shutter 0.865 m x 2.02 mTop rail 100 mm Nos. 1Middle rail 150 mm Nos. 1Bottom rail 150 mm Nos. 1Vertical styles 100 mm Nos. 2Panels of 9mm ply

A MATERIAL Wood Cum 0.03 35315.00 1165.40Panels of 9mm ply Sqm 1.39 453.00 631.35CP brass handles No. 2.00 75.00 150.00CP brass hinges No. 3.00 15.00 45.00CP brass tower bolts No. 1.00 35.00 35.00Letter slits No. 1.00 225.00 225.00Door stopper No. 1.00 175.00 175.00Eye view No. 1.00 75.00 75.00Baby latches No. 0.00 65.00 0.00Mortice lock No. 1.00 600.00 600.00Primer Ltr. 0.39 60.00 23.59Oil Paint Ltr. 0.65 150.00 97.30Sundries screws etc. 100.00

Total 3101.75 3101.75

B LABOURCarpenter Nos 3.60 200.00 720.00Mazdoor Nos 1.00 100.00 100.00Mistry Nos 0.11 250.00 27.50Painter Nos 0.25 150.00 37.50Helper Nos 0.25 70.00 17.50

902.50 902.50Total 4004.25

C Add for water & electrical charges 4004.25 0.02 80.08 80.08

D Add for tools and plants 4004.25 0.05 200.21 200.214284.54

E Add contractor's profit 4284.54 0.20 856.91 856.915141.45

Rate per Sqm 5141.45 1.75 2942.51 2942.51

Rate per Sqm 2943.00

Rate per Sqm Labour + Material Total663.20 + 2279.31 2942.51

7.8 WOODEN FULLY PANELLED SHUTTER

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(Without main frame) QTY - 1.75 SQMThickness of shutter 40 mm Size of Door 0.90 m x 2.10 mSize of frame 125 mm x 75 mmSize of shutter 0.865 m x 2.02 mTop rail 100 mm Nos. 1Middle rail 150 mm Nos. 1Bottom rail 150 mm Nos. 1Vertical styles 100 mm Nos. 2Panels of Teak wood

A MATERIAL Wood Cum 0.03 35315.00 1165.40Panels of teak wood Cum 0.06 35315.00 1968.76CP brass handles No. 2.00 75.00 150.00CP brass hinges No. 3.00 15.00 45.00CP brass tower bolts No. 1.00 35.00 35.00Letter slits No. 1.00 225.00 225.00Door stopper No. 1.00 175.00 175.00Eye view No. 1.00 75.00 75.00Baby latches No. 0.00 65.00 0.00Mortice lock No. 1.00 600.00 600.00Primer Ltr. 0.39 60.00 23.59Oil Paint Ltr. 0.65 150.00 97.30Sundries screws etc. 100.00

Total 4439.16 4439.16

B LABOURCarpenter Nos 3.60 200.00 720.00Mazdoor Nos 1.00 100.00 100.00Mistry Nos 0.11 250.00 27.50Painter Nos 0.25 150.00 37.50Helper Nos 0.25 70.00 17.50

902.50 902.50Total 5341.66

C Add for water & electrical charges 5341.66 0.02 106.83 106.83

D Add for tools and plants 5341.66 0.05 267.08 267.085715.57

E Add contractor's profit 5715.57 0.20 1143.11 1143.116858.69

Rate per Sqm 6858.69 1.75 3925.30 3925.30

Rate per Sqm 3926.00

Rate per Sqm Labour + Material Total663.20 + 3262.10 3925.30

7.9 WOODEN FULLY GLAZED SHUTTER(Without main frame) QTY - 1.75 SQMThickness of shutter 40 mm Size of Door 0.90 m x 2.10 mSize of frame 125 mm x 75 mmSize of shutter 0.865 m x 2.02 mTop rail 100 mm Nos. 1

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Middle rail 150 mm Nos. 1Bottom rail 150 mm Nos. 1Vertical styles 100 mm Nos. 2Panels of 5mm glass

A MATERIAL Wood Cum 0.03 35315.00 1165.40Glass 5mm thick Sqm 1.39 323.00 450.17CP brass handles No. 2.00 75.00 150.00CP brass hinges No. 3.00 15.00 45.00CP brass tower bolts No. 1.00 35.00 35.00Letter slits No. 1.00 225.00 225.00Door stopper No. 1.00 175.00 175.00Eye view No. 1.00 75.00 75.00Baby latches No. 0.00 65.00 0.00Mortice lock No. 1.00 600.00 600.00Primer Ltr. 0.26 60.00 15.73Oil Paint Ltr. 0.43 150.00 64.87Sundries screws etc. 100.00

Total 2920.56 2920.56

B LABOURCarpenter Nos 3.60 200.00 720.00Mazdoor Nos 1.00 100.00 100.00Mistry Nos 0.11 250.00 27.50Painter Nos 0.25 150.00 37.50Helper Nos 0.25 70.00 17.50

902.50 902.50Total 3823.06

C Add for water & electrical charges 3823.06 0.02 76.46 76.46

D Add for tools and plants 3823.06 0.05 191.15 191.154090.68

E Add contractor's profit 4090.68 0.20 818.14 818.144908.81

Rate per Sqm 4908.81 1.75 2809.37 2809.37

Rate per Sqm 2810.00

Rate per Sqm Labour + Material Total663.20 + 2146.17 2809.37

7.10 WOODEN PARTLY GLAZED PARTLY PANELED SHUTTER(Without main frame) QTY - 1.75 SQMThickness of shutter 40 mm Size of Door 0.90 m x 2.10 mSize of frame 125 mm x 75 mmSize of shutter 0.865 m x 2.02 mTop rail 100 mm Nos. 1Middle rail 150 mm Nos. 1Bottom rail 150 mm Nos. 1Vertical styles 100 mm Nos. 2Panels of 5mm glass TopPanels of 9mm Ply Bottom

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SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

A MATERIAL Wood Cum 0.03 35315.00 1083.89Glass 5mm thick Sqm 0.93 323.00 301.61Ply 9mm thick Sqm 0.46 453.00 208.35CP brass handles No. 2.00 75.00 150.00CP brass hinges No. 3.00 15.00 45.00CP brass tower bolts No. 1.00 35.00 35.00Letter slits No. 1.00 225.00 225.00Door stopper No. 1.00 175.00 175.00Eye view No. 1.00 75.00 75.00Baby latches No. 0.00 65.00 0.00Mortice lock No. 1.00 600.00 600.00Primer Ltr. 0.35 60.00 20.97Oil Paint Ltr. 0.58 150.00 86.49Sundries screws etc. 100.00

Total 1814.96 1814.96

B LABOURCarpenter Nos 3.60 200.00 720.00Mazdoor Nos 1.00 100.00 100.00Mistry Nos 0.11 250.00 27.50Painter Nos 0.25 150.00 37.50Helper Nos 0.25 70.00 17.50

902.50 902.50Total 2717.46

C Add for water & electrical charges 2717.46 0.02 54.35 54.35

D Add for tools and plants 2717.46 0.05 135.87 135.872907.68

E Add contractor's profit 2907.68 0.20 581.54 581.543489.22

Rate per Sqm 3489.22 1.75 1996.92 1996.92

Rate per Sqm 1997.00

Rate per Sqm Labour + Material Total663.20 + 1333.72 1996.92

7.11 EXTRA FOR PROVIDING VISION PANEL QTY. 10.00 NO.SIZE OF VISION PANEL 200 mm x 200 mm

A MATERIALGlass 5mm thick Sqm 0.48 323.00 155.04Wood for beading Cum 0.0023 35315.00 81.37

Total 236.41 236.41B LABOUR

Carpenter Nos 0.40 200.00 80.00Mazdoor Nos 0.80 100.00 80.00

Total 160.00 160.00Total 396.41

C Add for water & electrical charges 396.41 0.02 7.93 7.93

D Add for tools and plants 396.41 0.05 19.82 19.82424.15

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E Add contractor's profit 424.15 0.20 84.83 84.83508.98

Rate per No 508.98 10.00 50.90 50.90

Rate per No 51.00

Rate per No Labour + Material Total20.54 + 30.35 50.90

7.12 WOODEN PARTLY WIRE GAUZE PARTLY PANELED SHUTTER(Without main frame) QTY - 1.75 SQMThickness of shutter 40 mm Size of Door 0.90 m x 2.10 mSize of frame 125 mm x 75 mmSize of shutter 0.865 m x 2.02 mTop rail 100 mm Nos. 1Middle rail 150 mm Nos. 1Bottom rail 150 mm Nos. 1Vertical styles 100 mm Nos. 2Panels of Wire Gauze TopPanels of 9mm Ply Bottom

A MATERIAL Wood Cum 0.03 35315.00 1083.89GI Wire gauze 85G, 0.56mm wire Sqm 0.89 54.00 48.23Ply 9mm thick Sqm 0.44 453.00 199.29CP brass handles No. 2.00 75.00 150.00CP brass hinges No. 3.00 15.00 45.00CP brass tower bolts No. 1.00 35.00 35.00Letter slits No. 1.00 225.00 225.00Door stopper No. 1.00 175.00 175.00Eye view No. 1.00 75.00 75.00Baby latches No. 0.00 65.00 0.00Mortice lock No. 1.00 600.00 600.00Primer Ltr. 0.39 60.00 23.59Oil Paint Ltr. 0.65 150.00 97.30Sundries screws etc. 100.00

Total 1552.52 1552.52

B LABOURCarpenter Nos 2.86 200.00 572.00Mazdoor Nos 2.00 100.00 200.00Mistry Nos 0.12 250.00 30.00Painter Nos 0.25 150.00 37.50Helper Nos 0.25 70.00 17.50

857.00 857.00Total 2409.52

C Add for water & electrical charges 2409.52 0.02 48.19 48.19

D Add for tools and plants 2409.52 0.05 120.48 120.482578.19

E Add contractor's profit 2578.19 0.20 515.64 515.643093.82

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Rate per Sqm 3093.82 1.75 1770.63 1770.63

Rate per Sqm 1771.00

Rate per Sqm Labour + Material Total629.76 + 1140.87 1770.63

7.13 GI FLUSH SHUTTER(Without main frame) QTY - 1.75 SQMThickness of shutter 40 mm Size of Door 0.90 m x 2.10 mSize of frame 125 mm x 75 mmSize of shutter 0.865 m x 2.02 m

A MATERIAL GI Flush shutter Sqm 1.75 800.00 1397.84Handles No. 2.00 75.00 150.00Hinges No. 3.00 15.00 45.00Tower bolts No. 1.00 35.00 35.00Letter slits No. 0.00 225.00 0.00Door stopper No. 0.00 175.00 0.00Eye view No. 0.00 75.00 0.00Baby latches No. 0.00 65.00 0.00Mortice lock No. 1.00 600.00 600.00Primer Ltr. 0.39 60.00 23.59Oil Paint Ltr. 0.65 150.00 97.30Sundries screws etc. 100.00

Total 2448.73 2448.73

B LABOURFabricator Nos 0.60 200.00 120.00Mazdoor Nos 0.80 100.00 80.00Mistry Nos 0.06 250.00 15.00Painter Nos 0.15 150.00 22.50Helper Nos 0.15 70.00 10.50

248.00 248.00Total 2696.73

C Add for water & electrical charges 2696.73 0.02 53.93 53.93

D Add for tools and plants 2696.73 0.05 134.84 134.842885.50

E Add contractor's profit 2885.50 0.20 577.10 577.103462.60

Rate per Sqm 3462.60 1.75 1981.69 1981.69

Rate per Sqm 1982.00

Rate per Sqm Labour + Material Total182.24 + 1799.45 1981.69

7.14 PELMET OF TEAK WOOD QTY - 2.00 RMTSIZE OF PELMET 2 m long 100 mm wide 12Deep form wall 150 mm wide

A MATERIAL

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Teak Wood Cum 0.007 35315.00 247.06SS Curtain rod 25mm dia Rmt 2.00 50.00 100.00Primer Ltr 0.12 60.00 7.00Oil Paint Ltr 0.19 150.00 28.86Sundries 50.00

Total 432.92 432.92

B LABOURCarpenter Nos 0.17 200.00 34.00Mazdoor Nos 0.17 100.00 17.00Mistry Nos 0.06 250.00 15.00Painter Nos 0.10 150.00 15.00Helper Nos 0.10 70.00 7.00

88.00 88.00Total 520.92

C Add for water & electrical charges 520.92 0.02 10.42 10.42

D Add for tools and plants 520.92 0.05 26.05 26.05557.38

E Add contractor's profit 557.38 0.20 111.48 111.48668.86

Rate per Rmt 668.86 2.00 334.43 334.43

Rate per Rmt 335.00

Rate per Rmt Labour + Material Total56.50 + 277.93 334.43

7.15 PELMET OF VENEERED PARTICLE BOARD QTY - 2.00 RMTSIZE OF PELMET 2 m long 100 mm wide 12Deep form wall 150 mm wide

A MATERIAL Particle board 12mm thick Sqm 0.583 323.00 188.31SS Curtain rod 25mm dia Rmt 2.00 50.00 100.00Veneer Sqm 0.58 162.00 94.45Primer Ltr 0.06 60.00 3.50Oil Paint Ltr 0.10 150.00 14.43Sundries 50.00

Total 450.68 450.68

B LABOURCarpenter Nos 0.17 200.00 34.00Mazdoor Nos 0.17 100.00 17.00Mistry Nos 0.06 250.00 15.00Painter Nos 0.10 150.00 15.00Helper Nos 0.10 70.00 7.00

88.00 88.00Total 538.68

C Add for water & electrical charges 538.68 0.02 10.77 10.77

D Add for tools and plants 538.68 0.05 26.93 26.93576.39

E Add contractor's profit 576.39 0.20 115.28 115.28

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691.67

Rate per Rmt 691.67 2.00 345.83 345.83

Rate per Rmt 346.00

Rate per Rmt Labour + Material Total56.50 + 289.34 345.83

8.0 ROOFING8.1 MANGLORE TILES ROOFING QTY - 10.00 SQM

Size of Manglore Tiles 16 " x 9.25 "or 0.4064 mm x 0.2350 mm

Teak wood reappers 50 mm x 25 mm @ 0.30Size of Flat tiles 150 mm x 150 mm x 12Cement mortar 1 : 3

A MATERIALSManglore tiles Nos. 160.00 1.80 288.00Flat tiles Nos. 450.00 2.50 1125.00Teak reappers Cum. 0.046 35315.00 1618.60Wire nails Kg. 0.50 22.00 11.00Cement Bags 3.47 385.00 1335.47Sand Cum. 0.35 525.00 182.11

Total 4560.18 4560.18

B LABOURCarpenter Nos 1.50 200.00 300.00Mason Nos 0.75 180.00 135.00Mazdoor Nos 4.50 100.00 450.00

885.00 885.00Total 5445.18

C Add for water & electrical charges 5445.18 0.02 108.90 108.90

D Add for scaffolding 5445.18 0.015 81.68 81.68

E Add for Sundries (Tarring & whhite washhing) 5445.18 0.035 190.58 190.58

D Add for tools and plants 5445.18 0.05 272.26 272.266098.60

E Add contractor's profit 6098.60 0.20 1219.72 1219.727318.32

Rate per Rmt 7318.32 10.00 731.83 731.83

Rate per Rmt 732.00

Rate per Rmt Labour + Material Total118.94 + 612.89 731.83

8.2 CHINA MOSAIC OVER FLAT ROOFSQTY - 10.00 SQM

Bedding thickness 12 mmCement mortar bedding proportion 1 : 6Fixing in with cement mortar 1 : 2

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A MATERIALSChina mosaic tiles pieces Kg. 1734.00 0.30 520.20Cement Bag 1.21 385.00 466.12White cement Bag 0.19 550.00 103.13Sand Cum. 0.19 525.00 100.88

1190.32 1190.32

B LABOURMason Nos 3.35 180.00 603.00Mazdoor Nos 2.35 100.00 235.00Bhisti Nos 0.40 100.00 40.00

878.00 878.00Total 2068.33

C Add for water & electrical charges 2068.33 0.02 41.37 41.37

D Add for tools and plants 2068.33 0.05 103.42 103.422213.11

E Add contractor's profit 2213.11 0.20 442.62 442.622655.73

Rate per Rmt 2655.73 10.00 265.57 265.57

Rate per Rmt 266.00

Rate per Rmt Labour + Material Total112.74 + 152.84 265.57

8.3 CORRUGATED GALVANISED STEEL SHEET ROOFINGArea (Sloped) 2 18.35 5.10 187.17Size of Sheet 2.50 m x 0.80 m x 1.60Weight of each sheet 28.26Corrugations 75 mmOverlap length 2 x corrugations = 0.15 mNo. of laps 22No. of sheets (Length) 27No. of sheets (Breadth) 2

A MATERIALSCGS Sheets Kg. 3458.01 30.00 103740.20GI seam bolts No. 918.00 0.50 459.00GI J or L Hookes 8mm dia No. 810.00 3.00 2430.00Limpet washers No. 1728.00 0.20 345.60Bitumin washers No. 1728.00 0.20 345.60

107320.40 107320.40

B LABOURMistry No. 1.40 250.00 350.00Fabricator No. 17.00 200.00 3400.00Mazdoor No. 17.00 100.00 1700.00

5450.00 5450.00

C PAINTINGReady mixed primer in overlaps Sqm. 48.68 20.00 973.60Ready mixed painting in overlaps Sqm. 48.68 30.00 1460.40

2434.00 2434.00

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Total 115204.40

D Add for water & electrical charges 115204.40 0.02 2304.09 2304.09

E Add for scaffolding 115204.40 0.02 2304.09 2304.09

F Add for tools and plants 115204.40 0.05 5760.22 5760.22125572.80

E Add contractor's profit 125572.80 0.20 25114.56 25114.56150687.35

Rate per Sqm 150687.35 187.17 805.08 805.08

Rate per Sqm 806.00

Rate per Sqm Labour + Material Total38.09 + 767.00 805.08

8.4 RIGES/HIPS OF 60CM WIDE CGS SHEETSArea (Sloped) 1 10.35 0.60 10.35Size of Sheet 1.80 m x 0.90 m x 0.80Weight of each sheet 11.30Corrugations 75 cmNo. of laps 11No. of sheets (Length) 5No. of sheets (Breadth) 3

A MATERIALSCGS Sheets Kg. 64.04 30.00 1921.11GI seam bolts No. 28.00 0.50 14.00Limpet washers No. 28.00 0.20 5.60Bitumin washers No. 28.00 0.20 5.60

1946.31 1946.31

B LABOURMistry No. 0.05 250.00 12.50Fabricator No. 0.90 200.00 180.00Mazdoor No. 0.45 100.00 45.00

237.50 237.50Total 2183.81

C Add for water & electrical charges 2183.81 0.02 43.68 43.68

D Add for scaffolding 2183.81 0.02 43.68 43.68

E Add for tools and plants 2183.81 0.05 109.19 109.192380.36

F Add contractor's profit 2380.36 0.20 476.07 476.072856.43

Rate per Rmt 2856.43 10.35 275.98 275.98

Rate per Rmt 276.00

Rate per Rmt Labour + Material Total30.01 + 245.97 275.98

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8.5 VALLEY OF 90CM WIDE CGS SHEETSArea 1 9.325 0.90 9.33Size of Sheet 2.50 m x 0.90 m x 1.60Weight of each sheet 28.26Corrugations 75 cmNo. of laps 10No. of sheets (Length) 4

A MATERIALSCGS Sheets Kg. 118.69 30.00 3560.76GI seam bolts No. 12.00 0.50 6.00Limpet washers No. 12.00 0.20 2.40Bitumin washers No. 12.00 0.20 2.40

3571.56 3571.56

B LABOURMistry No. 0.10 250.00 25.00Fabricator No. 0.80 200.00 160.00Mazdoor No. 0.40 100.00 40.00

225.00 225.00Total 3796.56

C Add for water & electrical charges 3796.56 0.02 75.93 75.93

D Add for scaffolding 3796.56 0.02 75.93 75.93

E Add for tools and plants 3796.56 0.05 189.83 189.834138.25

F Add contractor's profit 4138.25 0.20 827.65 827.654965.90

Rate per Rmt 4965.90 9.33 532.54 532.54

Rate per Rmt 533.00

Rate per Rmt Labour + Material Total31.56 + 500.98 532.54

9.0 PAINTING WORKS9.1 WHITE WASHING with lime QTY - 10.00 SQM

No. of coats 2

A MATERIALWhite lime Kg 2.00 3.50 7.00Indigo Kg 0.006 120.00 0.72

Total 7.72 7.72B LABOUR

White washer No. 0.12 125.00 15.00Mazdoor No. 0.06 100.00 6.00

21.00 21.00Total 28.72

C Add for water & electrical charges 28.72 0.02 0.57 0.57

D Add for scaffolding 28.72 0.015 0.43 0.43

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E Add for gum, brushes, sundries etc. 28.72 0.10 2.87 2.8732.60

F Add contractor's profit 32.60 0.20 6.52 6.5239.12

Rate per Sqm 39.12 10.00 3.91 3.91

Rate per Sqm 4.00

Rate per Sqm Labour + Material Total2.86 + 1.05 3.91

9.2 WHITE WASHING with white cement QTY - 10.00 SQMNo. of coats 2

A MATERIALWhite cement Kg 2.00 11.00 22.00Indigo Kg 0.006 40.00 0.24

Total 22.24 22.24B LABOUR

White washer No. 0.12 125.00 15.00Mazdoor No. 0.06 100.00 6.00

21.00 21.00Total 43.24

C Add for water & electrical charges 43.24 0.02 0.86 0.86

D Add for scaffolding 43.24 0.015 0.65 0.65

E Add for gum, brushes, sundries etc. 43.24 0.10 4.32 4.3249.08

F Add contractor's profit 49.08 0.20 9.82 9.8258.89

Rate per Sqm 58.89 10.00 5.89 5.89

Rate per Sqm 6.00

Rate per Sqm Labour + Material Total2.86 + 3.03 5.89

9.3 DISTEMPERING WITH DRY DISTEMPER QTY - 10.00 SQMNo. of coats (above 1 coat of primer) 2

A MATERIALDistemper Kg 1.20 45.00 54.00Whiting Kg 0.07 25.00 1.65

Total 55.65 55.65B LABOUR

Painter No. 1.20 150.00 180.00Mazdoor No. 0.60 100.00 60.00

240.00 240.00Total 295.65

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C Add for water & electrical charges 295.65 0.02 5.91 5.91

D Add for scaffolding 295.65 0.015 4.43 4.43

E Add for gum, brushes, sundries etc. 295.65 0.10 29.57 29.57335.56

F Add contractor's profit 335.56 0.20 67.11 67.11402.68

Rate per Sqm 402.68 10.00 40.27 40.27

Rate per Sqm 41.00

Rate per Sqm Labour + Material Total32.69 + 7.58 40.27

9.4 DISTEMPERING WITH OIL BOUND DISTEMPER QTY - 10.00 SQMNo. of coats (above 1 coat of primer) 2

A MATERIALOil Bound Distemper Kg 1.50 125.00 187.50Distemper primer Ltr 0.81 25.00 20.25

Total 207.75 207.75B LABOUR

Painter No. 1.20 150.00 180.00Mazdoor No. 0.60 100.00 60.00

240.00 240.00Total 447.75

C Add for water & electrical charges 447.75 0.02 8.96 8.96

D Add for scaffolding 447.75 0.015 6.72 6.72

E Add for gum, brushes, sundries etc. 447.75 0.10 44.78 44.78508.20

F Add contractor's profit 508.20 0.20 101.64 101.64609.84

Rate per Sqm 609.84 10.00 60.98 60.98

Rate per Sqm 61.00

Rate per Sqm Labour + Material Total32.69 + 28.30 60.98

9.5 WATERPROOFING CEMENT PAINTING QTY - 10.00 SQMNo. of coats 2

A MATERIALWaterproof cement paint Kg 3.00 50.00 150.00

Total 150.00 150.00B LABOUR

Painter No. 0.40 150.00 60.00Mazdoor No. 0.40 100.00 40.00Bhisti No. 0.40 100.00 40.00

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140.00 140.00Total 290.00

C Add for water & electrical charges 290.00 0.02 5.80 5.80

D Add for scaffolding 290.00 0.015 4.35 4.35

E Add for gum, brushes, sundries etc. 290.00 0.10 29.00 29.00329.15

F Add contractor's profit 329.15 0.20 65.83 65.83394.98

Rate per Sqm 394.98 10.00 39.50 39.50

Rate per Sqm 40.00

Rate per Sqm Labour + Material Total19.07 + 20.43 39.50

9.6 WOOD PRIMER COAT QTY - 10.00 SQMNo. of coats 1

A MATERIALReady mixed Pink primer Ltr. 0.90 60.00 54.00

Total 54.00 54.00B LABOUR

Painter No. 0.30 150.00 45.00Mazdoor No. 0.30 100.00 30.00

75.00 75.00Total 129.00

C Add for water & electrical charges 129.00 0.02 2.58 2.58

D Add for scaffolding 129.00 0.015 1.93 1.93

E Add for gum, brushes, sundries etc. 129.00 0.10 12.90 12.90146.42

F Add contractor's profit 146.42 0.20 29.28 29.28175.70

Rate per Sqm 175.70 10.00 17.57 17.57

Rate per Sqm 18.00

Rate per Sqm Labour + Material Total10.22 + 7.35 17.57

9.7 METAL PRIMER COAT QTY - 10.00 SQMNo. of coats 1

A MATERIALReady mixed zinc chromate primer Ltr. 0.90 70.00 63.00

Total 63.00 63.00B LABOUR

Painter No. 0.30 150.00 45.00

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Mazdoor No. 0.30 100.00 30.0075.00 75.00Total 138.00

C Add for water & electrical charges 138.00 0.02 2.76 2.76

D Add for scaffolding 138.00 0.015 2.07 2.07

E Add for gum, brushes, sundries etc. 138.00 0.10 13.80 13.80156.63

F Add contractor's profit 156.63 0.20 31.33 31.33187.96

Rate per Sqm 187.96 10.00 18.80 18.80

Rate per Sqm 19.00

Rate per Sqm Labour + Material Total10.22 + 8.58 18.80

9.8 OIL PAINTING ON WOOD QTY - 10.00 SQMNo. of coats 2No. of priming coat 1

A MATERIALOil Paint Ltr. 3.00 150.00 450.00Ready mixed Pink primer Ltr. 0.90 60.00 54.00

Total 504.00 504.00B LABOUR

Painter No. 0.75 150.00 112.50Mazdoor No. 0.23 100.00 22.50

135.00 135.00Total 639.00

C Add for water & electrical charges 639.00 0.02 12.78 12.78

D Add for scaffolding 639.00 0.015 9.58 9.58

E Add for gum, brushes, sundries etc. 639.00 0.10 63.90 63.90725.27

F Add contractor's profit 725.27 0.20 145.05 145.05870.32

Rate per Sqm 870.32 10.00 87.03 87.03

Rate per Sqm 88.00

Rate per Sqm Labour + Material Total18.39 + 68.64 87.03

9.9 OIL PAINTING ON METAL QTY - 10.00 SQMNo. of coats 2No. of priming coat 1

A MATERIAL

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Oil Paint Ltr. 3.00 150.00 450.00Ready mixed Pink primer Ltr. 0.90 70.00 63.00

Total 513.00 513.00B LABOUR

Painter No. 0.75 150.00 112.50Mazdoor No. 0.23 100.00 22.50

135.00 135.00Total 648.00

C Add for water & electrical charges 648.00 0.02 12.96 12.96

D Add for scaffolding 648.00 0.015 9.72 9.72

E Add for gum, brushes, sundries etc. 648.00 0.10 64.80 64.80735.48

F Add contractor's profit 735.48 0.20 147.10 147.10882.58

Rate per Sqm 882.58 10.00 88.26 88.26

Rate per Sqm 89.00

Rate per Sqm Labour + Material Total18.39 + 69.87 88.26

9.10 VARNISHING QTY - 10.00 SQMNo. of coats 2Undercoat of flatting varnish 1

A MATERIALTransparent wood filler Ltr. 0.75 45.00 33.75Flatting varnish Ltr. 0.75 90.00 67.50Copal or spray varnish Ltr. 1.30 120.00 156.00

Total 223.50 223.50B LABOUR

Painter No. 1.00 150.00 150.00Mazdoor No. 1.00 100.00 100.00

250.00 250.00Total 473.50

C Add for water & electrical charges 473.50 0.02 9.47 9.47

D Add for scaffolding 473.50 0.015 7.10 7.10

E Add for gum, brushes, sundries etc. 473.50 0.10 47.35 47.35537.42

F Add contractor's profit 537.42 0.20 107.48 107.48644.91

Rate per Sqm 644.91 10.00 64.49 64.49

Rate per Sqm 65.00

Rate per Sqm Labour + Material Total34.05 + 30.44 64.49

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9.11 FRENCH SPIRIT POLISH QTY - 10.00 SQMNo. of coats 2Undercoat of flatting varnish 1

A MATERIALSpirit Ltr. 1.60 35.00 56.00Shellac Kg. 0.225 75.00 16.88

Total 72.88 72.88B LABOUR

Painter No. 1.00 150.00 150.00Mazdoor No. 1.00 100.00 100.00

250.00 250.00Total 322.88

C Add for water & electrical charges 322.88 0.02 6.46 6.46

D Add for scaffolding 322.88 0.015 4.84 4.84

E Add for gum, brushes, sundries etc. 322.88 0.10 32.29 32.29366.46

F Add contractor's profit 366.46 0.20 73.29 73.29439.76

Rate per Sqm 439.76 10.00 43.98 43.98

Rate per Sqm 44.00

Rate per Sqm Labour + Material Total34.05 + 9.93 43.98

10.0 WATERPROOFING WORKS10.1 BOX TYPE WATERPROOFING

10.1.1 FLOOR QTY - 10.00 SQMStone method KOTA Stone 1 stone layerThickness of stone 25 mm

Thickness of cement mortar (under layer) 20 mmCement mortar cement sand

1 4 Thickness of cement mortar (top layer) 20 mmCement mortar cement sand

1 4 A. MATERIAL

Rough Stone Sqm 11.50 216.00 2484.00Cement Bags 4.79 385.00 1843.77Sand Cum 0.46 525.00 241.50Stone aggregates Cum 0.10 500.00 50.00Waterproofing compound Kg 4.79 20.00 95.78Sundries LS 50.00

4765.05 4765.05

B. LABOURMate Nos 0.50 225.00 112.50Mason Nos 1.20 180.00 216.00Male mazdoor Nos 2.40 100.00 240.00

D6350
Specify : KOTA OR SHAHABAD STONE
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Bhisti Nos 0.60 100.00 60.00628.50 628.50

Total 5393.55

C Add for water & electrical charges 5393.55 0.02 107.87 107.87

D Add for tools and plants 5393.55 0.05 269.68 269.685771.09

E Add contractor's profit 5771.09 0.20 1154.22 1154.226925.31

Rate per Rmt 6925.31 10.00 692.53 692.53

Rate per Rmt 693.00

Rate per Rmt Labour + Material Total80.70 + 611.83 692.53

10.1.2 WALLS QTY - 10.00 SQMStone method KOTA Stone 1 stone layerThickness of stone 25 mm

Thickness of cement mortar (under layer) 20 mmCement mortar cement sand

1 4 Thickness of cement mortar (top layer) 20 mmCement mortar cement sand

1 4 A. MATERIAL

Stone Sqm 11.50 216.00 2484.00Cement Bags 4.79 385.00 1843.77Sand Cum 0.46 525.00 241.50Stone aggregates Cum 0.10 500.00 50.00Waterproofing compound Kg 3.45 20.00 69.00Sundries LS 50.00

4738.27 4738.27

B. LABOURMate Nos 0.50 225.00 112.50Mason Nos 1.50 180.00 270.00Mazdoor Nos 3.00 100.00 300.00Bhisti Nos 0.70 100.00 70.00

752.50 752.50Total 5490.77

C Add for water & electrical charges 5490.77 0.02 109.82 109.82

D Add for tools and plants 5490.77 0.05 274.54 274.545875.12

E Add contractor's profit 5875.12 0.20 1175.02 1175.027050.14

Rate per Sqm 7050.14 10.00 705.01 705.01

Rate per Sqm 706.00

D6392
Specify : KOTA OR SHAHABAD STONE
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Rate per Sqm Labour + Material Total96.62 + 608.39 705.01

10.2 TERRACE WATERPROOFING QTY - 10.00 SQM

2.75 Kg/Sqm. with 4%Brickbat coba concrete proportion 1 5 10 with 4%Average Thickness 120 mmCement mortar (Underlayer) 1 3 with 4%Thickness 20 mmCement mortar (Top layer) 1 3 with 4%Thickness 20 mmFloating coat of neat cement

A. MATERIALCement Bags 9.30 385.00 3581.08Sand Cum 1.06 525.00 555.19Brick bats Cum 1.14 350.00 399.00Waterproofing compound Kg. 18.60 20.00 372.06Sundry 100.00

5007.32 5007.32B. LABOUR

Mate Nos 0.50 225.00 112.50Mason Nos 1.00 180.00 180.00Mazdoor Nos 3.20 100.00 320.00Bhisty Nos 4.00 100.00 400.00

1012.50 1012.50Total 6019.82

C Add for water & electrical charges 6019.82 0.02 120.40 120.40

D Add for tools and plants 6019.82 0.05 300.99 300.996441.21

E Add contractor's profit 6441.21 0.20 1288.24 1288.247729.46

Rate per Rmt 7729.46 10.00 772.95 772.95

Rate per Rmt 773.00

Rate per Rmt Labour + Material Total130.01 + 642.94 772.95

10.3 CHHEMICAL WATERPROOFINHG TO TOILETS QTY - 10.00 SQM10.3.1 FLOORS

2.75 Kg/Sqm. with 4%Nylon / fiber mesh 2 Layers with 4 Kg/Sqm eachCement mortar screed (Underlayer) 1 2 4 with 4%Thickness 30 mmCement mortar (Top layer) 1 3 with 4%Thickness 20 mmFloating coat of neat cement

Applying & grouting with slurry coat of neat cement @

Applying & grouting with slurry coat of neat cement @

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A. MATERIALCement Bags 3.04 385.00 1171.18Sand Cum 0.37 525.00 196.37Stone aggregates Cum 0.26 500.00 130.29Nylon/fibre mesh Sqm 24.00 120.00 2880.00Waterproofing compound Kg. 6.38 20.00 127.68Sundry 100.00

4605.52 4605.52B. LABOUR

Mate Nos 0.60 225.00 135.00Mason Nos 1.20 180.00 216.00Mazdoor Nos 3.60 100.00 360.00Bhisty Nos 6.00 100.00 600.00

1311.00 1311.00Total 5916.52

C Add for water & electrical charges 5916.52 0.02 118.33 118.33

D Add for tools and plants 5916.52 0.05 295.83 295.836330.68

E Add contractor's profit 6330.68 0.20 1266.14 1266.147596.81

Rate per Rmt 7596.81 10.00 759.68 759.68

Rate per Rmt 760.00

Rate per Rmt Labour + Material Total168.33 + 591.35 759.68

10.3 CHHEMICAL WATERPROOFINHG TO TOILETS QTY - 10.00 SQM10.3.2 WALLS

2.75 Kg/Sqm. with 4%Nylon / fiber mesh 2 Layers with 4 Kg/Sqm eachCement mortar (Underlayer) 1 3 with 4%Thickness 20 mmCement mortar (Top layer) 1 3 with 4%Thickness 20 mmFloating coat of neat cement

A. MATERIALCement Bags 3.37 385.00 1296.58Sand Cum 0.47 525.00 247.67Nylon/fibre mesh Sqm 24.00 120.00 2880.00Waterproofing compound Kg. 7.04 20.00 140.71Sundry 100.00

4664.96 4664.96B. LABOUR

Mate Nos 0.60 225.00 135.00Mason Nos 1.20 180.00 216.00Mazdoor Nos 3.60 100.00 360.00Bhisty Nos 6.00 100.00 600.00

1311.00 1311.00Total 5975.96

C Add for water & electrical charges 5975.96 0.02 119.52 119.52

Applying & grouting with slurry coat of neat cement @

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D Add for tools and plants 5975.96 0.05 298.80 298.806394.28

E Add contractor's profit 6394.28 0.20 1278.86 1278.867673.14

Rate per Rmt 7673.14 10.00 767.31 767.31

Rate per Rmt 768.00

Rate per Rmt Labour + Material Total168.33 + 598.98 767.31

10.4

QTY - 10.00 SQM10.4.1 FLOORS

2.75 Kg/Sqm. with 2%Nylon / fiber mesh 2 Layers with 4 Kg/Sqm eachCement mortar screed (Underlayer) 1 2 4 with 2%Thickness 30 mmCement mortar (Top layer) 1 3 with 2%Thickness 20 mmFloating coat of neat cement

A. MATERIALCement Bags 3.04 385.00 1171.18Sand Cum 0.37 525.00 196.37Stone aggregates Cum 0.26 500.00 130.29Nylon/fibre mesh Sqm 24.00 120.00 2880.00Waterproofing compound Kg. 3.34 20.00 66.84Sundry 100.00

4544.68 4544.68B. LABOUR

Mate Nos 0.60 225.00 135.00Mason Nos 1.20 180.00 216.00Mazdoor Nos 3.60 100.00 360.00Bhisty Nos 6.00 100.00 600.00

1311.00 1311.00Total 5855.68

C Add for water & electrical charges 5855.68 0.02 117.11 117.11

D Add for tools and plants 5855.68 0.05 292.78 292.786265.58

E Add contractor's profit 6265.58 0.20 1253.12 1253.127518.69

Rate per Rmt 7518.69 10.00 751.87 751.87

Rate per Rmt 752.00

Rate per Rmt Labour + Material Total168.33 + 583.54 751.87

CHHEMICAL WATERPROOFINHG TO WATER RETAINING STRUCTURES

Applying & grouting with slurry coat of neat cement @

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10.4

QTY - 10.00 SQM10.4.2 WALLS

2.75 Kg/Sqm. with 2%Nylon / fiber mesh 2 Layers with 4 Kg/Sqm eachCement mortar (Underlayer) 1 3 with 2%Thickness 20 mmCement mortar (Top layer) 1 3 with 2%Thickness 20 mmFloating coat of neat cement

A. MATERIALCement Bags 3.37 385.00 1296.58Sand Cum 0.47 525.00 247.67Nylon/fibre mesh Sqm 24.00 120.00 2880.00Waterproofing compound Kg. 3.67 20.00 73.35Sundry 100.00

4597.61 4597.61B. LABOUR

Mate Nos 0.60 225.00 135.00Mason Nos 1.20 180.00 216.00Mazdoor Nos 1.80 100.00 180.00Bhisty Nos 6.00 100.00 600.00

1131.00 1131.00Total 5728.61

C Add for water & electrical charges 5728.61 0.02 114.57 114.57

D Add for tools and plants 5728.61 0.05 286.43 286.436129.61

E Add contractor's profit 6129.61 0.20 1225.92 1225.927355.53

Rate per Rmt 7355.53 10.00 735.55 735.55

Rate per Rmt 736.00

Rate per Rmt Labour + Material Total145.22 + 590.33 735.55

10.5 BRICK BAT CEMENT CONCRETE QTY - 10.00 CumProportion 1 3 6 with 4%

A MATERIALCement Bag 45.60 385.00 17556.00Sand Cum 4.56 525.00 2394.00Brick bats Cum 9.12 350.00 3192.00Waterproofing compound Kg 91.20 20.00 1824.00

24966.00 24966.00

B LabourMazdoor Nos 16.30 100.00 1630.00Bhisti Nos 2.70 100.00 270.00Mason Nos 1.00 180.00 180.00

CHHEMICAL WATERPROOFINHG TO WATER RETAINING STRUCTURES

Applying & grouting with slurry coat of neat cement @

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SECTION PART PARTICULAR UNIT QUANTITY RATE AMOUNT

Mate Nos 0.40 225.00 90.002170.00 2170.00

Total 27136.00

C Add for water & electrical charges 27136.00 0.02 542.72 542.72

D Add for tools and plants 27136.00 0.05 1356.80 1356.8029035.52

E Add contractor's profit 29035.52 0.20 5807.10 5807.1034842.62

Rate per Cum 34842.62 10.00 3484.26 3484.26

Rate per Cum 3485.00

Rate per Cum Labour + Material Total278.63 + 3205.63 3484.26

10.6 BLOCK BAT CEMENT CONCRETE QTY - 10.00 CumProportion 1 4 8 with 2%

A MATERIALCement Bag 35.08 385.00 13504.62Sand Cum 4.68 525.00 2455.38Block bats Cum 9.35 1184.00 11070.40Waterproofing compound Kg 35.08 20.00 701.54

27731.94 27731.94

B LabourMazdoor Nos 16.30 100.00 1630.00Bhisti Nos 2.70 100.00 270.00Mason Nos 1.00 180.00 180.00Mate Nos 0.40 225.00 90.00

2170.00 2170.00Total 29901.94

C Add for water & electrical charges 29901.94 0.02 598.04 598.04

D Add for tools and plants 29901.94 0.05 1495.10 1495.1031995.07

E Add contractor's profit 31995.07 0.20 6399.01 6399.0138394.09

Rate per Cum 38394.09 10.00 3839.41 3839.41

Rate per Cum 3840.00

Rate per Cum Labour + Material Total278.63 + 3560.78 3839.41

12.0 MISCELLANEOUS ITEMS12.1.1 PLINTH PROTECTION QTY.- 10.00 SQM

Under layer:-40mm size aggregates with sand 75 mm thick BRICKTop layer of cement concrete 1 3 6 50 mm thick

F6712
BRICK OR STONE AGGREGATES
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A MATERIAL40mm size aggregates Cum 0.75 350.00 262.50Sand Cum 0.29 525.00 151.20Cement Bags 2.28 385.00 877.80Stone aggregates 40mm Cum 0.46 500.00 228.00

1519.50 1519.50B LABOUR

Mate Nos 0.04 225.00 9.00Mazddor Nos 1.90 100.00 190.00Mason Nos 0.07 180.00 12.60Bhisti Nos 0.035 100.00 3.50

215.10 215.10Total 1734.60

C Add for water & electrical charges 1734.60 0.02 34.69 34.69

E Add for tools & plants 1734.60 0.03 52.04 52.041821.33

F Add contractor's profit 1821.33 0.20 364.27 364.272185.60

Rate per Sqm 2185.60 10.00 218.56 218.56

Rate per Sqm 219.00

Rate per Sqm Labour + Material Total27.10 + 191.46 218.56

12.1.2 PLINTH PROTECTION on FLAT QTY.- 10.00 SQMWITH BRICKS size: 22.90 mm x 11.20 mm x 7.00Cement mortar 1 : 6Pointing in cement mortar 1 : 2

A MATERIALBricks Nos 350 1.80 630.00Cement Bags 1.84 385.00 707.44Sand Cum 0.32 525.00 166.69

1504.13 1504.13B LABOUR

Mazdoor Nos 1.62 100.00 162.00Mason Nos 1.10 180.00 198.00Bhisti Nos 0.27 100.00 27.00

387.00 387.00Total 1891.13

C Add for water & electrical charges 1891.13 0.02 37.82 37.82

E Add for tools & plants 1891.13 0.03 56.73 56.731985.68

F Add contractor's profit 1985.68 0.20 397.14 397.142382.82

Rate per Sqm 2382.82 10.00 238.28 238.28

Rate per Sqm 239.00

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Rate per Sqm Labour + Material Total48.76 + 189.52 238.28

12.1.3 PLINTH PROTECTION on EDGE QTY.- 10.00 SQMWITH BRICKS size: 22.90 mm x 11.20 mm x 7.00Cement mortar 1 : 6Pointing in cement mortar 1 : 2

A MATERIALBricks Nos 560 1.80 1008.00Cement Bags 2.72 385.00 1045.27Sand Cum 0.49 525.00 258.83

2312.10 2312.10B LABOUR

Mazdoor Nos 1.62 100.00 162.00Mason Nos 1.10 180.00 198.00Bhisti Nos 0.27 100.00 27.00

387.00 387.00Total 2699.10

C Add for water & electrical charges 2699.10 0.02 53.98 53.98

E Add for tools & plants 2699.10 0.03 80.97 80.972834.05

F Add contractor's profit 2834.05 0.20 566.81 566.813400.87

Rate per Sqm 3400.87 10.00 340.09 340.09

Rate per Sqm 341.00

Rate per Sqm Labour + Material Total48.76 + 291.32 340.09

12.2 Fencing with barbed wire and MS angles. QTY.: 30.00 RMTHeight of fencing 1.20 m with 4.00 horiz. linesHeight of iron angle posts 1.50 m @ 3.00 m c/c.Size of angle 50.00 mm x 50.00 mm x 5.00Weight per m. 3.80 Kg/m.Cement concrete for grouting 1 2 4

A MATERIALSGI Barbed wire Kg. 118.19 25.00 2954.70MS angles Kg. 71.12 22.00 1564.69Cement Bags 0.86 385.00 331.06Sand Cum. 0.06 525.00 30.10Aggregates Cum. 0.11 500.00 57.33Primer Ltr. 2.97 70.00 207.90Paint Ltr. 9.90 150.00 1485.00

6630.77 6630.77B LABOUR

For excavationMazddor Nos 0.35 100.00 35.00For concreteMason Nos 0.05 180.00 9.00

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Mazddor Nos 0.40 100.00 40.00Bhisti Nos 0.05 100.00 5.00For fixing posts, streching etc.Black smith Nos 2.00 100.00 200.00Mazddor Nos 2.00 100.00 200.00

489.00 489.00Total 7119.77

C Add for water & electrical charges 7119.77 0.02 142.40 142.40

E Add for tools & plants 7119.77 0.03 213.59 213.597475.75

F Add contractor's profit 7475.75 0.20 1495.15 1495.158970.90

Rate per Sqm 8970.90 30.00 299.03 299.03

Rate per Sqm 300.00

Rate per Sqm Labour + Material Total20.54 + 278.49 299.03

13 FORM WORK

13.1 Foundations, footings, bases ofcolumns etc. for mass concrete.

Considering : Form work with TIMBERNos. of Footings 5Size of footings 3.00 3.00 0.80 48.00

m m mWood plank thickness 38.00 mmNos. of repetitions 16Ballies 100.00 mm dia 4.00 m longNos. of repetitions 40

A MATERIALSTimber (Kali wood) Cum 1.96

16 Nos. of repetitions Cum 0.12 3532.00 433.35Runners 75mm x 50mm Cum 0.06

16 Nos. of repetitions Cum 0.0038 3532.00 13.25Battens 50mm x 40mm Cum 0.16

16 Nos. of repetitions Cum 0.0100 3532.00 35.32Bolts 12mm dia 150mm long Nos. 40.00

16 Nos. of repetitions Nos. 2.50 4.50 11.25Nos. 33.00

40 Nos. of repetitions Nos. 0.825 40.00 33.00TOTAL MATERIAL 526.16 526.16

B LABOURLabour for making boxesCarpenter Nos. 2.20

16 Nos. of repetitions Nos. 0.14 200.00 27.50Helper Nos. 2.20

16 Nos. of repetitions Nos. 0.14 70.00 9.63Labour for fixing & releasing form workForeman Nos. 0.25 250.00 62.50

Ballies 100mm dia (4m long)

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Carpenter Nos. 2.50 200.00 500.00Helper Nos. 2.50 70.00 175.00

TOTAL LABOUR 774.63 774.63

TOTAL MAT + LABOUR 1300.79

Add for Bolts, Nails, Form-oil etc. 2% 1300.79 26.02

Add for Sundriies & Contengencies 3% 1300.79 39.02

Add for Water & Electricity charges 2% 1300.79 26.021391.85

Add for OH & CP 20% 1391.85 278.371670.21

Total for 48.00 Sqm 1670.21

Rate per Sqm 35.00

Rate per Sqm Labour + Material Total20.72 + 14.07 35.00

13.2 Foundations, footings, bases ofcolumns etc. for mass concrete.

Considering : Form work with STEELNos. of Footings 1Size of footings 2.70 2.70 1.00 10.80

m m mMS sheet 14 Gauge 2.00 mm thickNos. of repetitions 90MS pipes 40.00 mm diaNos. of repetitions 160Salvage value 25%

0.30 A MATERIALS

MS sheet Kg 223.82 90 Nos. of repetitions Kg 2.49 22.00 54.71

Angles 40mm x 40mm x 6mm Kg 346.92 90 Nos. of repetitions Kg 3.8547 20.00 77.09

MS pipes 40mm diameter Rmt 39.00 160 Nos. of repetitions Rmt 0.2438 180.00 43.88

Double couplers Nos. 12.00 160 Nos. of repetitions Nos. 0.08 50.00 3.75

Single couplers Nos. 24.00 160 Nos. of repetitions Nos. 0.150 40.00 6.00

6m bolts & nuts with washer Nos. 192.00 160 Nos. of repetitions Nos. 1.200 5.00 6.00

TOTAL MATERIAL 191.43 191.43Assuming 25% Salvage value 143.57

B LABOURLabour for making Form panels Kg 570.74

90 Nos. of repetitions Kg 6.34 3.00 19.02Labour for fixing & releasing form workCarpenter Nos. 1.40 200.00 280.00Helper Nos. 2.40 70.00 168.00

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TOTAL LABOUR 467.02 467.02

TOTAL MAT + LABOUR 610.60

Add for Bolts, Nails, Form-oil etc. 0.5% 610.60 3.05

Add for Sundriies & Contengencies 3% 610.60 18.32

Add for Water & Electricity charges 2% 610.60 12.21644.18

Add for OH & CP 20% 644.18 128.84773.02

Total for 10.80 Sqm 773.02

Rate per Sqm 72.00

Rate per Sqm Labour + Material Total54.75 + 22.44 78.00