Rate Analysis

Material Rates Sr. No.

Material Description

Unit of measurment

Rate

1 Cement

Bag

230

2 Filling Sand

Cum

700

Coarse sand

909

Fine sand

930

3 Aggregate 6 mm

Cum

0

Aggregate 10 mm

Cum

445

Aggregate 20 mm

Cum

465

Aggregate 40 mm

Cum

450

4 Rubble 230mm and above

Cum

420

5 Brick Standard 35 kg first class Expo

No

3

No

3

Brick Standard 50 kg 6 Brick Bat

CUM

7 Brick Fire

No

25

8 Siporex Block (0.65x0.24x0.075)

No

65


1100

No

82


No

104


No

121


No

158

13 Concrete Block (600x200x150)

No

69


No

57


No

46


No

34

17 Admixture

Kg

80

18 Water Proof Compound

kg

19 Muroom

Cum

20 Soil good quality

Cum

90

140

21 Cinder

CUM

360

22 Stone Dust

Cum

265

23 Mono Bond

Lit

24 Shuttering for P.C.C.1:4:8

Sqm

100

25 Scaffolding

Sqm

30

26 Neeru

kg

27 Plaster of Parris

Bag

28 Through stone

No

80

29 Steel R/F Upto 16 mm dia

MT

35000

above 16 mm dia

1200

5 80

Mt

38000

30 Structural Steel

MT

42000

31 Binding Wire

Kg

40

32 Ceramic Tiles (600 x 600)

No

235

33 Vitrified Tiles (600x600)

sq.ft

34 Ceramic Anti skid tiles (300x300mm)

Sq.mt

85 375

35 Ceramic Plain tiles (300x300mm)

No

25

36 Ceramic Printed tiles (300x300mm)

No

35

37 Ceramic Plain tiles (200x200mm)

No

11

38 Ceramic Plain & printed tiles (450x450mm)

No

132

39 Ceramic Marbonite Tiles (900x900mm)

No

1175

40 Exotica Vitrified tiles(300x300)

No

40

41 Rustics Vitrified tiles (300x300)

No

43

42 Aqua Series Vetrified tiles (300x300)

No

51

43 Inviza Exotica Vetrified tiles (445x445)

No

112

44 Vitrified (Ivory base colour)tiles (600x600)

No

275

45 Colouring Pigments 46 Marble stone

Kg

47 Granite stone

Sqm

48 Seera Grey granite 25 mm thick

Sq.mt

Sqm

5 600 650 1510

49 Kotha stone

Sqm

50 Chlorophyriphos EC 20% (Anti termite

Litr

370 80

51 Chicken Mesh

sq.mtr

15

52 Terrazzo tiles

No

53 Glazed tiles

Sq.mt

54 Iron Powder

Kg

55 60 mm Metal

Cum

450

56 Oil Paint 57 Stainless steel 306 Grade 58 Stainless steel 304 Grade 59 RMC RMC M10 M15 M20 M25 M30 M35 M40 60 Metal 60 mm 61 Floor hardner

Litre Kg Kg

210 350 260

Chemical)

Cum Cum Cum Cum Cum Cum Cum Cum Kg

10 325 25

2475 3250 3475 3750 4250 450 16

62 Fixit Groove filling sealent Material

kg

63 LDPE sheet 250 mm micron 64 HDPE 100 mm dia pipe 6 kg/sq.cm 65 Silver Sand 66 P.V.C Sheet 150 GSM 67 Size Stone 250*150*150

sq.mt rmt Cum Sq.mt Cum

400 21 39 7 3 15 40 150 0

62 Fixit Groove filling sealent Material

kg

63 LDPE sheet 250 mm micron 64 HDPE 100 mm dia pipe 6 kg/sq.cm 65 Silver Sand 66 P.V.C Sheet 150 GSM 67 Size Stone 250*150*150

sq.mt rmt Cum Sq.mt Cum

400 21 39 7 3 15 40 150 0

Name of Project Item No. from BOQ Name of Item Item Description Size of Member Shuttering Shuttering for 1 M3 conc. For Qty. Dry Volume Proportion of Concrete Grade MM- 7.5 Sr.No.

MES Ojhar II

Labour Material Cement Sand Aggregate Admixture Shuttering

C D E

Water & Elect. Charges Tools & Plants Contractors Profit

1 M3 1.52 M3 Cement Sand 1 2 Qty.

Aggregate 4

Total 7

Rate

Amount

Unit

1 No 5.75 Bags 0.43 Cum 0.87 Cum 0.31 Kg 0.00 Sqm

325

325.00

230 909 465 0 125

1322.50 394.77 403.89 0.00 0.00 2446.15

A+B

% 0.00% 0.00%

0.00 0.00 Total

2446.15 97.85

Rate / sq.mtr for 40 mm thick

Name of Project Ojhar II Item No. from BOQ Name of Item Item Description Size of Member Shuttering required for the same concrete Shuttering for 1 M3 conc. For Qty. 1 M3 Dry Volume 1.52 M3 Proportion of Concrete Cement Sand Grade MM- 10 1 4 Sr.No. A B 1 2 3 4 5

Requirments Labour Material Cement Sand Aggregate Admixture Shuttering

Qty.

Water & Elect. Charges Tools & Plants Contractors Profit Labour & Ecsis

Rate Rate per per Sq. Sq.mt mtrr for for 100 100 mm mm thi thicc Rate per Sq.mtr for 40 mm thic

Cement Sand Aggregate Admixture

Aggregate 8

Total 13

Rate

Amount

Unit

1 No 3.20 Bags 0.47 Cum 0.94 Cum 0.00 Kg 1.00 Sqm A+B

C D E F

6.20 0.43 0.87 0.31

Damp Proof Coarse

Requirments

A B 1 2 3 4 5


0% 0% 0.00% 0.00% Total

325

325.00

230 909 450 0 50

736.00 425.13 420.92 0.00 50.00 1957.06 0.00 0.00 0.00 0.00 1957.06

244. 244.62 62 97.85

3.34 0.47 0.94 0.00

Rate for 75 mm thk

146.78

Rate per Sq.mtr 100 mm thick

195.71

Name of Project Ojhar II Item No. from BOQ Name of Item Item Description Size of Member Shuttering required for the same concrete Shuttering for 1 M3 conc. For Qty. 1 M3 Dry Volume 1.52 M3 Proportion of Concrete Cement Sand Grade M- 15 1 3 Sr.No. A B 1 2 3 4 5


Qty.


Aggregate 6

Total 10

Rate

Amount

Unit


325

325.00

230 909 465 0 75

966.00 414.50 424.08 0.00 75.00 2204.58 0.00 0.00 0.00 0.00 2204.58

A+B C D E F


0% 0% 0.00% 0.00% Total

Name of Project Mes ojhar II. Item No. from BOQ Name of Item Item Description Size of Member Shuttering required for the same concrete Shuttering for 1 M3 conc. For Qty. 1 M3 Dry Volume 1.52 M3 Cement Sand Aggregate Proportion of Concrete Grade M- 25 1 5 10 Sr.No.

Requirments

A B 1 2 3 4 5


C D E F


Qty.

Unit

Rate


0% 0% 0.00% 0.00% Total

Rtae / Sq.mtr for 50 mm thk rate for 100 mm thk rate for 150 mm thk rate for 100 mm thk


Total 16 Amount

325

325.00

230 909 450 0 50

575.00 431.78 427.50 0.00 50.00 1809.28 0.00 0.00 0.00 0.00 1809.28

4.34 0.46 0.91 0.22

146.97

2.71 0.48 0.95 0.14

Name of Project MES Ojhar II Item No. from BOQ Name of Item Item Description Size of Member Shuttering required for the same concrete Shuttering for 1 M3 conc. For Qty. 1 M3 Dry Volume 1.52 M3 Proportion of Concrete Cement Sand Aggregate Grade M- 25 1 2 4 Sr.No. A B 1 2 3 4 5


Qty.

Unit

Rate

1 No 5.80 Bags 0.43 Cum 0.87 Cum 0.29 Kg 8.00


325.00

230 909 450 80 240

1334.00 394.77 390.86 23.20 1920.00 4387.82 0.00 0.00 0.00 0.00 4387.82

0% 0% 0.00% 0.00%

Name of Project MES Ojhar II Item No. from BOQ Name of Item Item Description Size of Member Shuttering required for the same concrete Shuttering for 1 M3 conc. For Qty. 1 M3 Dry Volume 1.52 M3 Proportion of Concrete Cement Sand Aggregate Grade M- 25 1 1 2 Requirments

A

Labour

B 1 2 3 4 5

Material Cement Sand Aggregate Admixture Shuttering

Qty.

Unit

Rate


C D E F


0% 0% 0.00% 0.00% Total


10.86 0.38 0.76 0.54

Total 7

325

Total

Sr.No.

6.20 0.43 0.87 0.29

Amount

A+B C D E F


Total 4 Amount

300

300.00

230 909 465 80 300

1725.00 345.42 353.40 60.00 0.00 2783.82 0.00 0.00 0.00 0.00 2783.82

Rate for 100 mm thick

278.38

Name of Project Item No. from BOQ 2.3 Name of Item Item Description Size of Member Shuttering required for the same concrete Shuttering for 1 M3 conc. For Qty. 1 M3 Dry Volume 1.52 M3 Proportion of Concrete Cement Sand Grade M- 25 1 1.5 Sr.No. A B 1 2 3 4 5


Qty.


Aggregate 3

Total 5.5

Rate

Amount

Unit


400

400.00

230 909 465 80 220

1656.00 376.82 385.53 31.58 440.00 3289.93 0.00 0.00 0.00 0.00 3289.93

A+B C D E F


0% 0% 0.00% 0.00% Total

Name of Project Item No. from BOQ 14 Name of Item Item Description Size of Member Shuttering required for the same concrete Shuttering for 1 M3 conc. For Qty. 1 M3 Dry Volume 1.52 M3 Proportion of Concrete Cement Sand Grade M- 25 1 2 Sr.No.

Requirments

A

Labour

B 1 2 3 4 5

Material Cement Sand Aggregate Admixture Shuttering

Qty.

Aggregate 4

Total 7

Rate

Amount

Unit


C D E F


0% 0% 10.00% 0.00% Total

Name of Project Item No. from BOQ Ojhar Name of Item Item Description Size of Member Shuttering required for the same concrete Shuttering for 1 M3 conc. For Qty. 1 M3 Dry Volume 1.52 M3

325

325.00

230 909 465 80 225

1426.94 394.77 403.89 24.82 1800.00 4375.41 0.00 0.00 180.00 0.00 4555.41

rate for 40 mm thk rate for 100 mm thk rate for 300 mm trimix

7.90 0.41 0.83 0.39

131.6 328.99 986.98


6.20 0.43 0.87 0.31


7.90 0.41 0.83 0.39

Proportion of Concrete Grade M- 25 Sr.No.

Requirments

A B 1 2 3 4 5


C D E F


Cement 1

Sand 1.5

Aggregate 3

Total 5.5

Qty.

Unit

Rate

Amount


300

300.00

230 909 465 0 275

1610.00 376.82 385.53 0.00 0.00 2672.35 0.00 0.00 0.00 0.00 2672.35

A+B

0% 0% 0.00% 0.00% Total

Name of Project Using 40 mm aggregate Item No. from BOQ Name of Item Item Description Size of Member Shuttering required for the same concrete Shuttering for 1 M3 conc. For Qty. 1 M3 Dry Volume 1.52 M3 Proportion of Concrete Cement Sand Aggregate Grade M- 15 1 3 6 Sr.No.

Requirments

A B 1 2 3 4 5


C D E F


Qty.

Unit

Rate


0% 0% 0.00% 0.00% Total


4.34 0.46 0.91 0.22

Total 10 Amount

300

300.00

230 909 450 0 75

805.00 414.50 410.40 0.00 75.00 2004.90 0.00 0.00 0.00 0.00 2004.90

Rtae / Sq.mtr for 50 mm thk

133.66

Bags Cum Cum Kg

Bags Cum Cum Kg

Bags Cum Cum Kg

Bags Cum Cum Kg

Bags Cum Cum Kg

Bags Cum Cum Kg

Bags Cum Cum Kg

Bags Cum Cum Kg

Bags Cum Cum Kg

Bags Cum Cum Kg

HYSD Reinforcement Name of Project Item No. from BOQ Name of Item Item Description For Qty. Wastage

Sr.No.

21 R/F steel

1 M.T. 1.05 M.T.

Requirments

A

Labour

B 1 2

Material Steel Binding Wire with wastage

Qty.

Unit

Rate

1 M.T.

1.05 MT 9.00 Kg

4000

4000.00

35000 41

36750.00 369.00 41119.00 0.00 0.00 0.00 0.00 41119.00

A+B C D E F


Amount

0% 0.00% 0.00% 0.00% Total

Binding Wire

M.T.

10.00 Kg

Rubble Soling Using 60 mm metal For Qty. Dry Volume Sr.No. A B 1 2 3 4

1 M3 1.2 M3 Requirments Labour Material Rubble Packing material Murrum Roller

Qty.

Unit

Rate

1 Cum

250

1.20 cum 0.30 Cum 0.08 Cum 1.00 No

450 0 140 16.67 A+B

C D E F

Water & Elect. Char Tools & Plants Contractors Profit Labour & Ecsis

0% 0% 15% 0.00% 0

Total

Roller Roller Rent 250.00 Capacity of compaction 540.00 Rent / cum= 0.00 11.20 16.67 817.87 0.00 0.00 122.68 0.00

Amount

940.55

day= Roller day

5000 300 16.67

Rubble Soling Item No For Qty. Dry Volume Sr.No. A B 1 2 3 4 C D E F

1 M3 1.25 M3 Requirments Labour Material Rubble Packing material Murrum Roller Water & Elect. Charges Tools & Plants Contractors Profit Labour & Ecsis

Qty.

Unit

Rate

Amount

1 Cum

200

200.00

1.20 cum 0.10 Cum 0.05 Cum 1.00 No

420 450 140 25.00 A+B

504.00 45.00 7.00 25.00 781.00 #REF! 7.81 78.10 #REF!

Total

#REF!

#REF! 1% 10% #REF!

Stone filling 40 mm Siemens For Qty. Dry Volume Sr.No. A B 1 2 3 4

1 M3 1.2 M3 Requirments Labour Material Rubble Packing material Murrum Roller

Qty.

Unit

Rate

1 Cum

300

300.00

1.25 cum 0.30 Cum 0.04 Cum 0.00 No

450 0 140 50.00

562.50 0.00 5.60 0.00 868.10 0.00

A+B C

Water & Elect. Charges

Amount

0%

D E F

Tools & Plants Contractors Profit Labour & Ecsis

0% 0% 0.00%

0.00 0.00 0.00

Total

868.10

Roller Roller Rent / day= Capacity of Roller compaction / day Rent / cum=

Rate / sq.mtr

Roller Roller Rent / day= Capacity of Roller compaction / day Rent / cum=

5000 400 12.50

#REF!

5000 400 12.50

Excavation

0 to 1.5 mtr

Excavation in all soil & condition for foundation pits & cable trench,storm water drain excl shoring & dewatering

a) Up to a depth1.5m

Assume Qty

1

M3

Sr. No.

Requirments

Qty.

Unit

A

By Machinary

1 Pocklen 2 Rollar 3 Water tanker 4 Carting of material 5 Labour 6 Doazer 7 Shoring

Contractors Profit

Final Rate

0.0050 Cum 0.0020 Cum 0.0000 Cum 1.0000 Cum 1.0000 0.0167 0.0000

15.00%

Excavation Depth upto 1.5m to 3 m

Qty Sr. No.

Requirments

A

By Machinary

1 Pocklen 2 Rollar 3 Water tanker 4 Carting of Soil 5 Shoring

1

M3

Qty.

Unit

0.00800 Cum Cum Cum 1.00 Cum 0 Sq.mt

6 Contractors profit

0.00%

Final rate

Shoring a) Up to a depth1.5m b)

Area of Excavation Volume of Excavation in cum Shoring area in sq.mtr

Sr. No.

Requirments

A

Material

1 Wooden batten 2 shuttering ply

2.6 10.14 12.48

Qty.

Unit

8.48 cuft 24 sq.mtr

Total of A

Shuttering Repetation

6 Times

Rate / 24 sq.mtr Rate / sq.mtr B

Material Labour Sundries Rate/ sq.mtr Rate for 1 cum

2.6

1 sq.mtr 1 L.S

For lead 1 km Dumpre

Output

7180 Per Day 200 Cum

Cost/M3

35.9

Cost/M3 JCB

JCB

Output

uding hard rock including

36 Coieff.

Rate

0.00500

Coieff.

Amount V. Rollar

Output Cost/M3

8000 Per Day 500 Cum 16.00

Dozer Rent Rs/hr O/P

16 Coieff.

0.00200

Coefficient 7180 0 0 21 2 0 84

35.9000 0.00 0 21.48 2.00 0.00 0.00

Water tanker

Output

0 Per Day 16000 Litre

Water required per M3 Total

125 Litre

59.38

8.91

qty of sand for 50000 lit water Cost/M3

128M3 1 3

Coieff. 68.28

Say

68.28

#DIV/0!

JCB

Output Cost/M3

7180 Per Day 125 Cum 57.44 57

Rate

Amount

Coieff.

0.00800

For lead 3 km Dumpre

Output Cost/M3 JCB Coieff.

V. Rollar

Output Cost/M3

#REF! Per Day 350 Cum #REF! #REF!

Coieff.

Water tanker

Output Water required per M3

#REF!

#REF! Per Day 50000 Litre

125 Litre

7180 0 0 35

57.44 0.00 0.00 35.39

84.39

0.00

92.83


400 M3 3 5

Coieff.

#REF!

0.00 Total

92.83

1.5

Rate

Amount

wooden batten Ply

350 350

2968 6160

9128

1521.33 63.39 63.39 18 3 84.39 84.39

. 16'*.25'*13.25 '*8'*300*2 17.6*350

2530 6160

Dozer Rent Rs/hr O/P

2500 Per Day 200 Cum

12.5 8.98 21

250 60 4.17 0.02

8.98

2500 Per Day 125 Cum 20 15.39 35 0.01415

15.39

250 60 4.17

Refilling Broug Ojhar II

Assume Qty Sr. No.

Requirments Item No

A

1

M3

Qty.

Unit

Rate

Amount

1.10

Material

1 Murrum 2 Rollar 3 Water tanker 4 Carting of material 5 Labour

1.15 Cum

140

161.0000

0.0029 Cum 1.00 Cum 1.00 Cum 1.00

4000 8 0 0

11.43 7.5 0.00 0.00

Total

Contractors Profit

Final Rate

10.00%

179.93

17.99

197.92

Say

197.92

ht fom outside Pocklen

Output Cost/M3

12600 Per Day 500 Cum 25.2

Dumpre

Output Cost/M3 Poklain

25 Coieff.

V. Rollar

Output Cost/M3

0.00200

4000 Per Day 350 Cum 11.43 11

Coieff.

Water tanker

Output

0.00286

2100 Per Day 35000 Litre

Water required per M3 125 Litre


280M3 8 8

Coieff.

0.00357

2245 300 7.48 7.88 15

Coieff.

MES Ojhar II

Qty Dry. Vol Thickness

1 1.4

Sr. No.

Requirments

A B

Labour Material

1 2 3 5 6

5

M2 M3 MM

Cement

Sand

Total

1

3

4

Qty.

Unit

Rate

1 M2

Cement Sand Scaffolding Chicken Mesh Neeru finish

0.05 Bag 0.01 Cum 1 Sqm 0.1 Sqm Sqm

Amount 50

50

230 930 20 30 0

11.50 4.88 20.00 3.00

Total (A+B)

7

C.P

Mortar Proportion Wet Mortar 0.005 Cum Dry Mortar 0.007 Cum Cement 0.05 Bags Sand 0.01 Cum

89.38

0.00%

0.00 Total

89.38

M2

Scaffolding Chicken Mesh Neeru

1 Sqm 0.15 Sqm 1 kg

Sand Faced Plaster

Qty Dry. Vol

10 1.4

M2 M3

Thickness

10

MM

5

MM

Cement

Sand

Total

1

4

5

1

4

5

Qty.

Unit

Thickness

Sr. No.

Requirments

A

Labour

B 1 2 3 4 5

Material Cement Sand Scaffolding Chiken mesh W/P Compound

C 1 2 3 4

Material Cement Sand Scaffolding W/P Compound

D

C.P

Ojhar II

Rate

Amount

10 Ls

90

900

0.80 Bags 0.11 Cum 10 Sqm 2 sq.mt 0.80 Kg

230 700 25 40 90 Total (A+B)

184.00 78.40 250.00 80.00 72.00 1564.40

230 700 0 0.00 Total (A+B+C)

92.00 39.20 0.00 0.00 1695.60

0.40 Bags 0.06 Cum 0 Sqm 0.00 Kg

0.00%

0.00

Mortar Proportion Wet Mortar Dry Mortar Cement Sand W/P Compound Scaffolding chiken mesh Mortar Proportion Wet Mortar Dry Mortar Cement Sand W/P Compound Scaffolding

1:4 14 mm 0.100 Cum

0.140 Cum 0.80 Bags 0.11 Cum 0.80 Kg 10 Sqm 5 rmt 1:4 6 mm thick 0.050 Cum 0.070 Cum 0.40 Bags 0.06 Cum 0.00 Kg 0

Rate per Sq,mt Total

1695.60

M2

169.56

Ojhar II


Sr. No.

Requirments

A

Labour

B

1 2 3 5 6

1 1.4

10

M2 M3 MM

Cement 1

Sand 6

Qty.

Unit

Total 7

Rate

1 M2

Material Cement Sand Scaffolding Chicken Mesh lime

0.06 Bag 0.01 Cum 1 Sqm 0.1 0 kg

Amount 60

60

230 930 20 30 5

13.14 11.16 20.00 3.00 0.00

Mortar Proportion Wet Mortar 0.010 Cum Dry Mortar 0.014 Cum Cement 0.06 Bags

Sand Total (A+B) C

C.P.

0.01 Cum

107.30 0

0.00%

Scaffolding Chicken Mesh Total

107.30

1 Sqm 0.3 Rmt

M2

Water proofing


Sr. No.

Requirments

A B

Labour Material

1 2 3 5 6

1 1.4

10

M2 M3 MM

Cement 1

Sand 4

Qty.

Unit

Total 5

Rate

1 M2

Cement Sand Scaffolding Chicken Mesh wter proofing comop

0.08 Bag 0.01 Cum 1 Sqm 0.15 Sqm 0.01 kg

Amount 55

55

230 700 15 0 0

18.40 7.84 15.00 0.00 0.00 96.24

Total (A+B)

7

C.P

0.00%

0.00 Total


Sr. No.

Requirments

A

Labour

B 1

Material

Cement

100 0.7

Mortar Proportion Wet Mortar 0.010 Cum Dry Mortar 0.014 Cum Cement 0.08 Bags Sand 0.01 Cum

96.24

10

M2 M3 MM

Cement

Sand

Total

1

4

5

Qty.

Unit

M2


Flush Pointing

Rate

Amount

100 M2

65

6500

4.00 Bag

230

920.00

Mortar Proportion

1 Sqm 0.5 Rmt 1 kg

2 3 5 6

Sand Scaffolding Chicken Mesh wter proofing comop

0.56 Cum 100 Sqm 0.15 Sqm 0.4 kg

909 18 35 0 Total (A+B)

7 8

C.P Injection Water Proof

0.00% 0 sq.mtr

250 Total

Rate / sq.mtr

509.04 1800.00 5.25 0.00 9734.29

Wet Mortar Dry Mortar Cement Sand

0.00 0 9734.29 97.34

M2


1.000 Cum 0.700 Cum 4.00 Bags 0.56 Cum

1 Sqm 0.5 Rmt 1 kg

Hard Core Ojhar Qty Dry. Vol

1 1.25

M3 M3

Thickness

150

MM

Qty.

Unit

Consider 40 mm thick material

Sr. No.

Requirments

A

Labour

B 1 2 3 4

Material

C

1 M3

Rate 250.00

Aggregate Murrum rolling Watering

1.10 cum 0.10 cum 1.00 100.00 Litre

Plant charges Tools & Tackle

0.00%

450 140 35 0.08 Total (A+B)

Total /cum Rate/sq.mt

Qty

1

M3

Dry. Vol

1.15

M3

Thickness

150

MM

Qty.

Unit

Consider 40 mm thick material

Sr. No.

Requirments

A B 1 2 3 4

Labour Material

C

1 M3

Aggregate Murrum rolling Watering

1.20 cum 0.05 cum 1.00 100.00 Litre

Plant charges Tools & Tackle

0.00%

Rate 120.00 450 140 35 0.08 Total (A+B)

Total /cum Rate/sq.mt

Amount 250.00 495.00 14.00 35.00 8.00 802.00 0.00

802.00 802.00 80.20 100 mm thick 120.30 for 150 mm thk 60.15 for 75 mm thk

Amount 120.00 540.00 7.00 35.00 8.00 710.00 0.00

710.00 710.00 53.26 r 75 mm thick

SAND FILLING

Name of Project Item No. from BOQ

1.4

Name of Item

Sand filling

Item Description For Qty.

1 M3

Dry Volume

1.03 M3

Sr.No.

Requirments

Qty.

Unit

Rate

1 No

100

A

Labour

B

Material

1

Sand

1.02 Cum

2

Dewatering

3.00 hrs

0

3

Compaction by plate compactor

1.00 Cum

20

700

A+B C

Water & Elect. Charges

0%

D

Tools & Plants

0%

E

Contractors Profit

0%

F

Labour & Ecsis

0.00% Total

Amount

100.00 714.00 0.00 20.00 834.00

0.00 0.00 0.00 0.00 834.00

Brick work 230 mm thick MES Ojhar II Name of Project Item No. from BOQ Name of Item Item Description For Qty. Dry Volume Proportion of Concrete

Sr.No.

Cement Sand B/W

1 M3 0.4 M3 Cement Sand 1 6

Requirments

Qty.

Total 7

Unit

Rate

1 No

A

Labour

B 1 2 3 4

Material Cement Sand Scaffolding Bricks

1.40 Bags 0.34 Cum 4.35 sq.mt 502.00 No

Amount

325

325.00

230 909 10 3

322.00 311.66 43.50 1506.00 2508.16 0.00 0.00 0.00 0.00 2508.16 577.92

A+B C D E F

0% 0% 0.00% 0.00%


Total

Rate/Sq.mtr

Brick work 115 mm thick MES Ojhar II Name of Project Item No. from BOQ Name of Item Item Description For Qty. Qty of B/W Dry Volume Dry Volume for 10 sq.mt Proportion of Concrete Grade M- 15 Sr.No. A B 1 2 3 4 5 6

Cement Sand B/W

1 sq.mt 0.12 cum 0.4 cum 0.05 M3 Cement Sand 1 4

Requirments Labour Material Cement Sand Scaffolding Bricks R/F Concrete

Qty.

Unit

Total 5 Rate

1 sq.mt

50

50.00

0.20 Bags 0.04 Cum 1.00 sq.mt 57.00 Nos 0.50 kg 0.00 cum

230 700 10 3 46 3000

46.00 25.76 10.00 171.00 23.00 0.00 325.76 0.00 0.00 0.00 0.00 325.76

A+B C D E F


Amount

0% 0% 0.00% 0.00% Total

Block work 200 mm thick

Rate for 1 sq.mt

Name of Project Item No. from BOQ Name of Item Item Description For Qty. Qty of B/W Dry Volume Dry Volume for 10 sq.mt Proportion of Concrete Grade M- 15 Sr.No.

Cement Sand

200*200*450 mm B/W


Requirments

A B 1 2 3 4 5 6

Labour Material Cement Sand Scaffolding Concrete Block R/F Concrete

C D E F


Qty.

Total 5

Unit

Rate

Amount

1 sq.mt

80

80.00


0 909 25 30 46 3000

0.00 58.18 25.00 360.00 0.00 0.00 523.18 0.00 0.00 52.32 0.00 575.49

A+B

0% 0% 10.00% 0.00% Total

Rate for 1 sq.mt

Brick work 100 mm thick Name of Project Item No. from BOQ Name of Item Item Description For Qty. Qty of B/W Dry Volume Dry Volume for 10 sq.mt Proportion of Concrete Grade M- 15 Sr.No. A B 1 2 3 4 5 6


Cement Sand

400*200*100 mm B/W

1 sq.mt 0.2 cum 0.4 cum 0.08 M3 Cement Sand 1 4 Qty.

Unit

Total 5 Rate

1 sq.mt

80

80.00


0 909 25 16 46 3000

0.00 58.18 25.00 208.00 0.00 0.00 371.18 0.00 0.00 37.12 0.00 408.29

A+B C D E F


Amount

0% 0% 10.00% 0.00% Total

Rate for 1 sq.mt

Brick work 200 mm thick Name of Project Item No. from BOQ Name of Item Item Description For Qty. Qty of B/W Dry Volume Dry Volume for 10 sq.mt Proportion of Concrete Grade M- 15 Sr.No.

Cement Sand

400*200*200 B/W


Requirments

A

Labour

B 1 2 3 4 5 6

Material Cement Sand Scaffolding Bricks R/F Concrete

C D E F


Qty.

Total 5

Unit

Rate

Amount

1 sq.mt

80

80.00


0 909 25 26 46 3000

0.00 58.18 25.00 338.00 0.00 0.00 501.18 0.00 0.00 50.12 0.00 551.29

A+B

0% 0% 10.00% 0.00% Total

Rate for 1 sq.mt

Brick work 150 mm thick Name of Project Item No. from BOQ Name of Item Item Description For Qty. Qty of B/W Dry Volume Dry Volume for 10 sq.mt Proportion of Concrete Grade M- 15 Sr.No. A B 1 2 3 4 5 6

Cement Sand

400*200*150 mm B/W



Qty.

Unit

Total 5 Rate

1 sq.mt

80

80.00


0 909 25 19 46 3000

0.00 43.63 25.00 247.00 0.00 0.00 395.63 0.00 0.00 39.56 0.00 435.20

A+B C D E F


Amount

0% 0% 10.00% 0.00% Total

Brick work 115 mm thick

Rate for 1 sq.mt

Name of Project Item No. from BOQ Name of Item Item Description For Qty. Qty of B/W Dry Volume Dry Volume for 10 sq.mt Proportion of Concrete Grade M- 15 Sr.No.

Cement Sand

400*200*150 mm B/W 1 sq.mt 0.12 cum 0.4 cum 0.05 M3 Cement Sand 1 4

Requirments

A B 1 2 3 4 5 6

Labour Material Cement Sand Scaffolding Bricks R/F Concrete

C D E F


Qty.

Total 5

Unit

Rate

Amount

1 sq.mt

75

75.00


0 0 20 0 46 3000

0.00 0.00 20.00 0.00 0.00 0.00 95.00 #REF! 0.00 9.50 #REF! #REF!

A+B #REF! 0% 10.00% #REF! Total

Rate for 1 sq.mt

Brick work 115 mm thick Name of Project Item No. from BOQ Name of Item Item Description For Qty. Qty of B/W Dry Volume Dry Volume for 10 sq.mt Proportion of Concrete Grade M- 15 Sr.No.

B/W 1 sq.mt 0.12 cum 0.4 cum 0.05 M3 Cement Sand 1 4

Requirments

A

Labour

B 1 2 3 4 5 6

Material Cement Sand Scaffolding Bricks R/F Concrete

Cement Sand

400*200*150 mm

Qty.

Total 5

Unit

Rate

1 sq.mt

75

75.00


0 0 20 0 46 3000

0.00 0.00 20.00 0.00 0.00 0.00 95.00 #REF! 0.00 9.50 #REF! #REF!

A+B C D E F


Amount

#REF! 0% 10.00% #REF! Total

Rate for 1 sq.mt

Brick work 115 mm thick Name of Project Item No. from BOQ

400*200*150 mm

Cement Sand

Name of Item Item Description For Qty. Qty of B/W Dry Volume Dry Volume for 10 sq.mt Proportion of Concrete Grade M- 15 Sr.No. A B 1 2 3 4 5 6


B/W

1 sq.mt 0.12 cum 0.4 cum 0.05 M3 Cement Sand 1 4 Qty.

Unit

Total 5 Rate

1 sq.mt

75

75.00


0 0 20 0 46 3000

0.00 0.00 20.00 0.00 0.00 0.00 95.00 #REF! 0.00 9.50 #REF! #REF!

A+B C D E F


Amount

#REF! 0% 10.00% #REF! Total

Rate for 1 sq.mt

1.63 Bags 0.34Cum

0.26Bags 0.04Cum

325.76

0.46Bags 0.06Cum

575.49

0.46Bags 0.06Cum

408.29

0.46Bags 0.06Cum

551.29

0.34Bags 0.05Cum

435.2

0.26Bags 0.04Cum

#REF!

0.26Bags 0.04Cum

#REF!

0.26Bags 0.04Cum

Rate Analysis

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